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HomeMy WebLinkAbout11-08-2011 Agenda Packet.__..Cn_ . Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) November 8, 2011 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 A. Minutes of the Planning and Zoning Commission Meeting held September 13, 2011 B. Ocoee Town Center Phase 1 Final Subdivision Plan III. OLD BUSINESS IV. NEW BUSINESS A. MARTINEZ (9051 A D MIMS ROAD) PUBLIC HEARING 1. Annexation 2. Rezoning B. CAMPFIELD (524 3RD STREET) PUBLIC HEARING 1. Annexation 2. Rezoning C. LUNA (520 3RD STREET) PUBLIC HEARING 1. Annexation 2. Rezoning D. MEDINA (521 2ND STREET) PUBLIC HEARING 1. Annexation 2. Rezoning E. CAPITAL IMPROVEMENTS ELEMENT PUBLIC HEARING 1. Update V. MISCELLANEOUS A. Project Status Report B. November Calendar 7:00 PM PRINCIPAL PLANNER FABRE PLANNERIJONES PLANNERIJONES PLANNERIJONES CITY PLANNER RUMER City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us November 8, 2011 VI. ADJOURNMENT PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA \\OCOEEFS1\Community Development\Planning Division\P & Z\Agendas\201 1 \November 8, 2011 P & Z Agenda.doc 7:00 PM 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. ITEM NUMBER II. A. MINUTES OF THE PLANNING AND ZONING COMMISSION MEETING HELD ON SEPTEMBER 13, 2011 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, SEPTEMBER 13, 2011 CALL TO ORDER Chairman Campbell called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice Chair Golden, Member McKey, Member Dillard, Member Sills, Member De la Portilla and Member West. Also present were City Planner Rumer, City Attorney Rosenthal and Recording Clerk T. Williams ABSENT: Member Morris (A/E) CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, August 09, 2011. Member West seconded by Member McKey, moved to accept the minutes of the August 9, 2011, Planning and Zoning Commission meeting. Motion carried unanimously, OLD BUSINESS -none NEW BUSINESS LAND DEVELOPMENT CODE AMENDMENTS City Planner Rumer informed the board why this item is on the agenda and the objectives of staff. Currently the city's land development code permits use of pawn shops, automobile repair and automobile service stations in C-2 zoning districts. By amending Table 5-1, pawn shops will no longer be a permitted use in the C-2 zoning districts. The pawn shops that are currently operating within this district will be zoned legally non -conforming. The automobile repair shops and service stations will be given special exceptions. DISCUSSION Chairman Campbell inquired on the number of pawn shops currently in use in C-2. City Planner Rumer responded he knows of two that are operating in a C-2 zoning district. Chairman Campbell inquired what happens if they are bought or sold. City Planner Rumer stated the occupational license (business tax receipt) can be transferred. Member McKey inquired about additional language necessary in Article II — Language and Definitions #22 of the Land Development Code to include segway(s). City Attorney Planning and Zoning Commission Meeting September 13, 2011 Rosenthal stated he would need to do more research in this area to determine if additional language or changes were necessary. Member West asked for clarification regarding agricultural and it's permitted use according to zoning districts. City Planner Rumer stated agricultural permitted use is not a listed zoning in the comprehensive plan; agriculture would be considered under low density residential. Member McKey asked for clarification concerning residential uses, more specifically if the adult congregate living facility is synonymous with adult assisted living facility. City Planner Rumer stated yes and this permitted use will need to be updated to include new residential uses. Public Hearing — Opened Public Hearina - Closed Vice -Chair Golden, seconded by Member Mckey, moved to recommend approval of the proposed amendments to the Land Development Code revision of Table 5- 1 Article 11 — Definitions based upon staff comments. Motion carried unanimously. MISCELLANEOUS SITE FACILITIES City Planner Rumer explained the matter of this item in relation to the Land Development Code (LDC), Article VI, (C)(1)(k)(ii). Currently there are many businesses not abiding by the regulations set forth in the code regarding propane exchange stations. Ocoee Code Enforcement has found many businesses are in violation because the stations are not substantially screened from view from adjacent parking areas and roads. Staff proposes that all properties within the CRA comply with the existing regulations and properties located outside the CRA comply with the existing regulations with a few exceptions: neutrally colored or matching building, smaller cage, signage requirements and no advertising. Staff has done research of local municipalities and found that code requirements for propane exchange stations are substantially varying. Staff is seeking direction from the Planning and Zoning Commission on the proposed amendments to the code dealing with propane exchange stations. 2 Planning and Zoning Commission Meeting September 13, 2011 DISCUSSION Further discussion ensued with questions and ideas on how to address code requirements regarding the propane exchange stations. City Planner Rumer stated there is going to be a business summit in reaction to community outcry. Many businesses were cited by code enforcement for not abiding by the regulations in the code. When the businesses called to get the requirements many stated they could not meet the requirements of the code. Chairman Campbell suggested the board continue this item for further research and contemplation by both the board and staff. City Planner Rumer stated it is a hot button issue but, he can do more research and bring this item back at the next board meeting. Member West suggested getting the businesses involved in the process. Member Sills asked if the businesses that have been given violation can be contacted. City Planner Rumer stated they do have record of the businesses that have received violations. Chairman Campbell, seconded by Member Sills, moved to recommend continuance of the public hearin_g of this item until the next Planning and Zoning Commission meetin_g. Motion carried unanimously. MISCELLANEOUS A. Legislative Update — City Planner Rumer informed the board that the Department of Community Affairs (DCA) is now Division of Community Planning under the Department of Economic Opportunity. He presented to the board more changes that took place using a PowerPoint presentation for their review, explaining how these changes will affect the planning of future development. Member West inquired as to the definition of ORC Report. City Planner Rumer stated it is a report of objections, rejections and comments. City Planner Rumer continued with his presentation. B. Removal of Member Hollingsworth — Chairman Campbell read Ordinance No. 89-19 section 2.1 (4) which enables the board to recommend to the City Commission removal of any member with fails to attend three (3) successive regularly scheduled Planning and Zoning Commission meetings. Recording Clerk Williams confirmed that Member Hollingsworth has not attended any meetings since his appointment. Member McKey inquired if Member Hollingsworth was properly notified of the meetings. City Planner Rumer stated the packets are hand delivered to the home of Member Hollingsworth. Member Dillard inquired if any reason has been received as to why Member 3 Planning and Zoning Commission Meeting September 13, 2011 Hollingsworth has not been in attendance. Member West stated he is acquainted with Member Hollingsworth and believes time constraints are the reason for his non-attendance. City Planner Rumer stated he does not want to cause controversy and he is secure in bringing this item before the commission. Member Sills inquired if Member Hollingsworth contacted the clerk's office after receiving the packet of this meeting. Recording Clerk Williams confirmed she had not been contacted by Member Hollingsworth. Member McKey, seconded by Member Dillard, moved to recommend removal of Member Hollingsworth from the Planning and Zoninq Commission, declarin_g the seat vacant. Motion carried unanimously, C. Project Status Report — City Planner Rumer advised the next project he foresees to come before the commission will be the Ocoee Town Center final subdivision plan. Member McKey inquired why was Eagle Creek continued by the City Commission. City Planner Rumer stated both staff and Eagle Creek requested the continuance as they deal with the school concurrency and capacity enhancement aspect. Staff is continuing to work with the developer as they address staff comments. ADJOURNMENT The meeting adjourned at 7:55 p.m. Attest: Tisha Williams, Recording Clerk APPROVED: Bradley Campbell, Chairman ITEM NUMBER II. B. OCOEE TOWN CENTER PHASE FINAL SUBDIVISION PLAN Mayor S. Scott Vandergrift City Manager Robert Frank ._-- -47 - _ _ . STAFF REPORT DATE: October 31, 2011 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, Principal Planner SUBJECT: Ocoee Town Center Final Subdivision Plan for Phase 1 Project # LS-2011-003 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Phase 1 of Ocoee Town Center? BACKGROUND: The Ocoee Town Center is located on the northeast corner of Bluford Avenue and W. Colonial Drive (SR 50) adjoining Lake Bennet. The parent parcel is approximately 36.08 acres in size of which 12.87 acres are submerged and 1.69 acres are designated as conservation/wetlands. The site is undeveloped and covered with a mixture of pine trees, large oak trees and other varieties of trees scattered around the property. The subject property is currently zoned "Community Commercial" (C-2). The Future Land Use designation for the subject site is "Commercial" with "Conservation/Floodplains" along Lake Bennet. 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 Commercial City of Ocoee C-2 Vacant Undeveloped Land East North: Commercial City of Ocoee (C-2) North: Vacant Undeveloped Land South: Conservation/Floodplains South: Lake Bennet and its associated wetlands/flood lains South Commercial City of Ocoee (C-2) Commercial (State Farm, Dan's Fans, House Blend Coffee) and Institutional Hi h oint Church West Commercial City of Ocoee (C-2) Commercial (7-11 Convenience Store, and ABC Fine Wine & Spirits) and Vacant Undeveloped Land The subject site is also located within what is considered CRA Target Area 2. Target Area 2 has been divided into two general sub areas (Sub -Area 1 and Sub -Area 2). Sub -Area 1, which The Planning and Zoning Commission November 8, 2011 Page 2 of 2 is located along the frontage of Bluford Avenue and SR 50, provides for a more conventional suburban design while Sub -Area 2 is intended to be a more urban environment. On September 6, 2011, the City Commission reviewed and approved the Preliminary Subdivision Plan (PSP) for Ocoee Town Center. The Final Subdivision Plan for Phase 1 as proposed is consistent with the Preliminary Subdivision Plan. DISCUSSION: The Ocoee Town Center Final Subdivision Plan (FSP) for Phase 1 proposes for development a commercial subdivision consisting of four (4) buildable lots. The subject Phase 1 site area is approximately 5.7 acres in size. Phase 1 will also consist of associated infrastructure, peripheral landscaping buffer and dedication of right-of-way for construction of Public Roads #1 and #2. Tract "G" will be covered by a conservation, drainage, public access and recreational easements dedicated to the City. As shown in the FSP, the internal road network will eventually connect to the future CRA Target Area 2 planned roadway network. Access into the subject site will be provided via a right/in right/out on SR 50. In addition, there will be a right/in right/out and a full access on Bluford Avenue to service Phase 1. Along the entire length of Bluford Avenue, there will be turn lanes to service the individual access driveways. The construction of Relocated Maine Street shall be governed by the Maine Street Development Agreement and not by this Final Subdivision Plan for Phase 1. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on October 26, 2011 and reviewed the Ocoee Town Center Final Subdivision Plan for Phase 1. The applicant was notified on the last remaining staff comments. All of the issues were discussed and changes to the plans were agreed upon. The applicant was also notified that all comments need to be resolved prior to the item being scheduled for City Commission action. When the discussion was finished, the Committee voted unanimously to recommend approval of the Ocoee Town Center Final Subdivision Plan for Phase 1, subject to making the changes agreed upon at the DRC meeting before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend Approval of the Final Subdivision Plan for Phase 1 of Ocoee Town Center, subject to the satisfaction of the outstanding staff comments prior to City Commission meeting. Attachments: Location Map; FLU Map; Zoning Map; Aerial Location Map; Final Subdivision Plan for Phase 1 of Ocoee Town Center. Ocoee Town Center Location Map C 1> Did Winter Garden oaa F� � ET Drive —10fGood, yjh Ocoee Community Development Department 1 inch equals 731,678531 feet 230115 0 230 460 690 Feet SJUNIK—Am Printed: August 2011 13Subject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies 101% 0coee Town Center lu�uture Land Use Map VITION 156TAIM, ]FRIWE k- 0 � n�`t�m \\ e •e .s e � # 8 # Y # a a # # a t + Al 3!J r Fl 4 OVERALL SITE AREA 1,571,722 SF 36.08 AC. IMPERVIOUS 48,797 SF 3.1% PERVIOUS 961,828 SF 61.2% WATER (LAKE BENNET) 561,097 SF 35.7% FINAL SUBDIVISION PLAN FOR NEC SR 50 & BLUFORD AVENUE SEC. 27/ TOWNSHIP 22 SOUTH, RANGE 28 EAST COMMUNITY REDEVELOPMENT AGENCY - TARGET AREA 2 A DISTANCE OF ON SAID EAST RIGHT -OF -WAY LINE OF SOUTH v BLUFORD AVENUE; THENCE N40'03'24"W ALONG SAID EAST RIGHT -OF -WAY LINE, A DISTANCE OF 677.72 FEET TO THE POINT OF BEGINNING. CONTAINS 1,013,322 SQUARE FEET OR 23.263 ACRES MORE OR LESS. REVISION ISSUE LOG E REV #ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY 1 06 -22 -11 CITY COMMENTS CS, Cl, C2, C3.1, C3.2, C4.1, C5 CONTACT: TOM DALY, ASLA CDB 2 08 -08 -11 CITY COMMENTS C0.1, CO.2, Cl, C1.3, C2, C3.1, C3.2,C4.1,C7 SURVEYOR CDB C1.3 PHONE: (407) 905 -3100 C2 OVERALL SITE DEMOLITION PLAN ACCURIGHT SURVEYS APPLICANT 2012 E. ROBINSON STREET OFFSITE UTILITY PLAN ORLANDO, FL 32803 OVERALL DRAINAGE BASIN PLAN CONTACT: FRANK RAYMOND, PSM RAM DEVELOPMENT PHONE: (407) 894 -6314 48 01 PGA BOULEVARD FAX: (407) 897 -3777 PALM BEACH GARDENS, FL 33418 C7 PHONE: (561) 630 -6110 C8 FAX: (561) 630 -6717 C8.1 CIVIL ENGINEER AP -1 INTERPLAN LLC AP -2 604 COURTLAND STREET, SUITE 100 AP -3 ORLANDO, FL 32804 L -001 CONTACT: CHRIS BLURTON L -101 PHONE: (407) 645 -5008 L -102 FAX: (407) 629 -9124 K -100 OVERALL KEY SHEET H -201 SR50 BUFFER HARDSCAPE PLANS H -202 S BLUFORD AVE. BUFFER HARDSCAPE PLANS H -203 HARDSCAPE DETAILS H -204 HARDSCAPE DETAILS H -205 HARDSCAPE DETAILS H -206 HARDSCAPE DETAILS I -001 IRRIGATION DETAILS I -301 SR50 BUFFER IRRIGATION PLANS I -302 S BLUFORD AVE. IRRIGATION PLANS RLC -01 SITE LIGHTING PLAN SURVEY 0 SF 0% PERVIOUS 11,997 SF 100% TRACT "G" (CONSERVATION. TRAIL & DRAIN.)73,562 SF 1.69 AC. IMPERVIOUS 0 SF 0% PERVIOUS 73,562 SF 100% TRACT "I" (LAKEBENNEI)560,771 SF 12.87 AC. IMPERVIOUS /WATER 560,771 SF 100% QffSITE PARCEL DATA TRACT 'H" (FROM CITY TO DEVELOPER)31,576 SF 0.72 AC. IMPERVIOUS 0 SF 0% 31,576 SF 1 0% QSITEAREA76,408 SF 1.75t58,380 SF 76.4% OWNER & CONSULTANTS OWNERS LANDSCAPE ARCHITECT COLONIAL BLUFORD, LLC DALY DESIGN GROUP, INC. 4801 PGA BOULEVARD 604 COURTLAND STREET, SUITE 101 PALM BEACH GARDENS, FL 33418 ORLANDO, FL 32804 PHONE: (561) 630 -6110 CONTACT: TOM DALY, ASLA FAX: (561) 630 -6717 PHONE: (407) 740 -7373 CITY OF OCOEE C1.1 150 N. LAKESHORE DR.SURVEYOROCOEE, FL 34761 C1.3 PHONE: (407) 905 -3100 C2 OVERALL SITE DEMOLITION PLAN ACCURIGHT SURVEYS APPLICANT 2012 E. ROBINSON STREET OFFSITE UTILITY PLAN ORLANDO, FL 32803 OVERALL DRAINAGE BASIN PLAN CONTACT: FRANK RAYMOND, PSM RAM DEVELOPMENT PHONE: (407) 894 -6314 48 01 PGA BOULEVARD FAX: (407) 897 -3777 PALM BEACH GARDENS, FL 33418 C7 PHONE: (561) 630 -6110 C8 FAX: (561) 630 -6717 C8.1 CIVIL ENGINEER AP -1 INTERPLAN LLC AP -2 604 COURTLAND STREET, SUITE 100 AP -3 ORLANDO, FL 32804 L -001 CONTACT: CHRIS BLURTON L -101 PHONE: (407) 645 -5008 L -102 FAX: (407) 629 -9124 K -100 OVERALL KEY SHEET H -201 SR50 BUFFER HARDSCAPE PLANS H -202 Z SHEET INDEX SHIT. NO.DESCRIPTION CS COVER SHEET 1,060 SF C L D &S C0 GENERAL NOTES AND LEGENDS 1 C0.1 CITY CONDITIONS OF APPROVAL AND CODE WAIVERS CO.2 DESIGN GUIDELINES Cl OVERALL SITE /PHASING PLAN C1.1 SITE DIMENSION PLAN C1.2 SITE SIGNAGE AND STRIPING PLAN C1.3 OFFSITE SITE PLAN C2 OVERALL SITE DEMOLITION PLAN C3.1 SITE UTILITY PLAN C3.2 OFFSITE UTILITY PLAN C4 OVERALL DRAINAGE BASIN PLAN C4.1 GRADING & DRAINAGE PLAN C5 STORMWATER POLLUTION PREVENTION PLAN C6 GENERAL DETAILS AND TYPICAL ROAD SECTIONS C7 CITY OF OCOEE DETAILS C8 FDOT DETAILS C8.1 FDOT & DRAINAGE DETAILS AP -1 OVERALL ARBOR PLAN AP -2 PROTECTED TREES AP -3 TABLES AND LEGENDS L -001 LANDSCAPE DETAILS L -101 SR50 BUFFER LANDSCAPE PLANS L -102 S BLUFORD AVE. BUFFER LANDSCAPE PLANS K -100 OVERALL KEY SHEET H -201 SR50 BUFFER HARDSCAPE PLANS H -202 S BLUFORD AVE. BUFFER HARDSCAPE PLANS H -203 HARDSCAPE DETAILS H -204 HARDSCAPE DETAILS H -205 HARDSCAPE DETAILS H -206 HARDSCAPE DETAILS I -001 IRRIGATION DETAILS I -301 SR50 BUFFER IRRIGATION PLANS I -302 S BLUFORD AVE. IRRIGATION PLANS RLC -01 SITE LIGHTING PLAN SURVEY SITE DATA I PHASE I SITE AREA (LOTS 1 -4)248,080 SF 5.70 AC. IMPERVIOUS 1,060 SF 0.4% PERVIOUS 247,020 SF 99.6% PHASE II SITE AREA OT 5)118,498 SF 2.72 AC. IMPERVIOUS 0 SF 0% PERVIOUS 118,498 SF 100% PHASE III SITE AREA (LOT6)367,200 SF 8.43 AC. IMPERVIOUS 0 SF 0% PERVIOUS 367,200 SF 100% TRACT W (PRIVATE ROAD)22,383 SF 0.51 AC. IMPERVIOUS 18,280 SF 81.7% PERVIOUS 4,103 SF 18.3% TRACT "B" ( STORMWATER)24,035 SF 0.55 AC. IMPERVIOUS 0 SF 0% PERVIOUS 24,035 SF 100% TRACT "C" ( STORMWATER)37,527 SF 0.86 AC. IMPERVIOUS 0 SF 0% PERVIOUS 37,527 SF 100% TRACT "D" (PUBLIC ROAD #1)48,926 SF 1.12 AC. IMPERVIOUS 17,530 SF 35.8% PERVIOUS 31,396 SF 64.2% TRACT "E" (PUBLIC ROAD #2)52,718 SF 1.21 AC. IMPERVIOUS 12,560 SF 23.8% PERVIOUS 40,158 SF 76.2% TRACT "F" (PUBLIC ROAD #3)11,997 SF 0.28 AC. IMPERVIOUS 0 SF 0% PERVIOUS 11,997 SF 100% TRACT "G" (CONSERVATION. TRAIL & DRAIN.)73,562 SF 1.69 AC. IMPERVIOUS 0 SF 0% PERVIOUS 73,562 SF 100% TRACT "I" (LAKE BENNEI)560,771 SF 12.87 AC. IMPERVIOUS /WATER 560,771 SF 100% QffSITE PARCEL DATA TRACT 'H" (FROM CITY TO DEVELOPER)31,576 SF 0.72 AC. IMPERVIOUS 0 SF 0% 31,576 SF 1 0% QSITEAREA76,408 SF 1.75t58,380 SF 76.4% IOUS (PAVERS)4,290 SF 5.6% 13,738 SF 18.0% ZONING C2 (COMMUNITY COMMERCIAL) DIMENSIONAL AND DENSITY REGULATIONS F3EPLACES CITY CODE TABLE 5 -2) REQUIRED BUILDING HEIGHT 1 -5 STORIES 2 -8 STORIES SUBAREA 1) (SUBAREA 2) BUILDING SETBACKS FRONT (SR 50 /BLUFORD)25 FT PPOKIT ((1TWC70 DI IRI T(' Dnnncl M rT ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 411 ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: REVISIONS: NO. DATE REMARKS 1 06 -22 -11 CITY FSP COMMENTS I FA SIDE (INTERNAL R) 0 FT REAR (ACCESS DRIVE) 10 FT LANDSCAPE BUFFER FRONT (SR 50 /BWFORD) 15 FT FRONT (OTHER PUBLIC ROADS) 3 FT SIDE (INTERNAL R ) 0 FT REAR (ACCESS DRIVE) 3 FT MAXIMUM IMPERVIOUS AREA (PER LOT) 80% MAXIMUM IMPERVIOUS AREA (LOTS & ROADS) 75% MAXIMUM IMPERVIOUS AREA (ENTIRE SITE LESS LAKE) 70% MAXIMUM BUILDING COVERAGE (PER LOT) 50% MAXIMUM FLOOR AREA RATIO 3.0 MINIMUM LOT WIDTH 100 FT MINIMUM OPEN SPACE 10% MINIMUM LOT SIZE 43,560 SF 30,000 SF SUBAREA 1) (SUBAREA 2) PHASE I IMPERVIOUS AREA TRACKING TABLE LOT #TOTAL AREA 75% IMPERVIOUS ACTUAL DEVELOPED REMAINING (ADDTL.) OR TRACT PHASE I)AREA IMPERVIOUS AREA IMPERVIOUS AREA LOT 1 93,549 S.F.70,162 S.F. LOT 2 61,729 S.F.46,297 S.F. LOT 3 46,231 S.F.34,673 S.F. LOT 4 46,571 S.F.34,928 S.F. TRACT 'A'22,383 S.F.16,787 S.F.18,280 S.F.1,493 S.F.) TRACT 'D'21,737 S.F.16,303 S.F.17,530 S.F.1,222 S.F.) TRACT 'E'15,102 S.F.11,327 S.F.12,324 S.F.997 S.F.) ADD UP COLUMN -> 48,134 S.F. TOTAL MAY NOT EXCEED 230,477 SF UTILITY CONTACTS WATER/ CITY OF OCOEE ENGINEERING DEPARTMENT SEWER/ 150 N. LAKESHORE DRIVE STORM/ OCOEE, FLORIDA 34761 REUSE PHONE: 407- 905 -3100 FAX: 407- 656 -7835 STORM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) DRAINAGE 975 KELLER RD. ALTAMONTE SPRINGS, FLORIDA CONTACT: RICHARD SOBCZAK PHONE: 407 - 659 -4800 FAX: 407- 659 -4805 ELECTRIC PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 CONTACT: JEFF ZAHARIAS PHONE: 407 - 905 -3303 TELEPHONE BELLSOUTH C/O BICS ENGINEERING 500 N. ORANGE AVENUE ORLANDO, FLORIDA 32801 CONTACT: CINDY HOPCRAFT PHONE: 407- 282 -3151 CALL SUNSHINE - CALL BEFORE YOU DIG! www.callsunshine.com PH. 1- 800 - 432 -4770 RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL e COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. NOV - 2 2011 i PROJECT NO: 2009.0280 DATE: 05/04/11 N e __ C -ASP CHECKED: 1 e 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OFTHENPDESNOTICEOFINTENTPOSTED B. M ATERTAI S (yygTERI 1. HP IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. SYMBOL LEGEND POLLUTION / EROSION i 9O PARKING SPACE TOTALS CONTROL NOTES CONTRACTOR ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETIONZDETAILNUMBEROFCONSTRUCTION. C4 SHEET NUMBER 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL B -3 ZONING CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO SHALL CONFORM TO ANSI /AWWAA21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES. AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONS OF SITE VACANT CURRENT LAND USE PERMITS. INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER ". 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO ORASTHEFIRSTSTEPIN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF TERMINATION TO APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF UTILITY LEGEND THE SITE. C. MATERIALS (SEWER) 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION COMPLETION OF CONSTRUCTION. EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY SS --o-- 18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF THREE YEARS EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE SANITARY SEWER & MANHOLE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT FLUSHING, ETC SHALLBEDISCHARGEDTOONSITERETENTION BE ALLOWED. C.O.CLEANOUT THE PIPE MANUFACTURER OR PRIOR- APPROVED EQUAL. 20. ANY POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY W "'"--WATER MAIN DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO 21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT DEPOSITEDONPUBLIC CONSTRUCTION. FIRE HYDRANT 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. WATER METER 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED W_ - WATER SERVICE AND TAP FORCONSTRUCTIONANDSTABILIZEANYPOTENTIALEROSIONAREASIMMEDIATELYFOLLOWINGCOMPLETIONOFCONSTRUCTION. BACKFLOW PREVENTION DEVICE 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY GATE VALVE LINE. REDUCER 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR STORM SEWER & INLET ADJACENT TO SITE. UGT UNDERGROUND TELEPHONE 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BEWATEREDTOPREVENTWINDEROSION. UGE UNDERGROUND ELECTRIC 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO.. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC HAYBARRIERSORWATTLES. GRADING DRAINAGE LEGEND 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORTBARRIERS. EXISTING CONTOUR 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE CITY ENGINEER OR 73.50 PROPOSED CONTOUR BY REGULATORY AGENCIES. MEG MEET EXIST. GRADE 14. FILTER FABRIC OR SEDIMENT BAGS (DANDY BAG OR SIMILAR) MUST BEINSTALLEDUNDERALLINLETGRATES, AT ALL TIMES WHEN INLETS ARE NOT 12.55 TOP ELEVATION PROTECTED BY SILT FENCE OR HAY BALES, UNTIL THE LIMEROCK BASE IS 12.05 BOTTOM ELEVATION FINISHED AND PRIMED. 1.11 UTILITY NOTES 1. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF OCOEE, AND WILL BE SUBJECT TO THEIRINSPECTIONANDACCEPTANCE. 2. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATIONTODETECTAPPARENTDEFECTS. MARK DEFECTIVE MATERIALS WITH RED PAINTANDPROMPTLYREMOVEFROMSITE. 3. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERTS. PLACE BELL ENDS ORGROOVEENDSOFPIPINGFACINGUPSTREAM. 4. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL ASWORKPROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACHJOINTASITISCOMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIWHENEVERWORKSTOPS. 5. MAINTAIN 3' COVER OVER MAINS, AND 3' OVER SERVICES /LATERALS. 6. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS,VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESSOTHERWISEDIRECTED. 7. ALL UTILITY PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION, USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THETOPOFTHEPIPE. 8. WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL B EBACKFILLEDWITHCOMPACTEDGRANULARMATERIALINACCORDANCEWITHA.A.S.H.T.O. -T -99. 9. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDERPAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. 10. ALL BACKFLOW PREVENTORS SHALL BE PAINTED RED, BLUE, OR PURPLEACCORDINGTOTHEUTILITY. 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELYCERTIFICATIONSMAYBEINITIATED. SATISFACTORY BACTERIOLOGICAL TESRESULTS, PRESSURE RESULIS, MD AN AS BUILI SURVEY SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. Ste' BE 12. THE LOCATIONS(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS /ELEVATION APPLY ONLY AT THE POINTS SHOWN.INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 1.0% DIRECTION OF FLOW AND PERCENT SLOPE 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OFTHENPDESNOTICEOFINTENTPOSTED B. M ATERTAI S (yygTERI 1. HP IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES.SERVICE PIPE SHALL BE DR9 POLYETHYLENE (PE) AWWA C -901. HIGH POINT CONTRACTOR 2. ALL WATER MAINS SHALL BE DUCTILE IRON. STORM SEWER & INLET 16. IS .REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN.3. DUCTILE IRON PIPE (D.I.P.), IF REQUIRED,THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SHALL CONFORM TO ANSI /AWWAA21.51/C151, CLASS 50 (MIN.) PIPE FOR ALL SIZES.SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER ".4. VALVES, SADDLES, HYDRANTS, FITTINGS AND OTHER WATER SYSTEM APPURTENANCES SHALL MEET CITY OF OCOEE REQUIREMENTS AS NOTED ABOVE.17. THE CONTRACTOR IS REQUIRED TO SUBMIT A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION UPON THE C. MATERIALS (SEWER)COMPLETION OF CONSTRUCTION. 18. CONTRACTOR SHALL RETAIN ALL RECORDS FOR A PERIOD OF THREE YEARS 1• ALL GRAVITY SEWER PIPE AND FITTINGS SHALL BE NON- PRESSURE POLYVINYL CHLORIDE TO ASTMFOLLOWINGTHENOTICEOFTERMINATION.D 3034, SDR 35, W ITHPUSH -ON RUBBER GASKET JOINTSCONFORMING19.NON STORMWATER DISCHARGES SUCH AS FIRE HYDRANT FLUSHING, ETC SHALLBEDISCHARGEDTOONSITERETENTION 2. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED OR SUPPLIED BYPOND. ANY DEWATERING DISCHARGE SHALL BE DISCHARGED TO AN ON SITE RETENTION POND AS WELL.THE PIPE MANUFACTURER OR PRIOR- APPROVED EQUAL. 20. ANY POTENTIALLY HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE 3. BEDDING AND INITIAL BACK FILL OVER SEWER MAINS AND SERVICES SHALLBEWILLBELIMITEDANDKEPTINORIGINALCONTAINERWITHMSDSLABEL.SAND WITH NO ROCK LARGER THAN 1" IN DIAMETER. 21. NO SILT SHALL BE TRACKED ONTO PUBLIC ROADWAYS. ANY SILT DEPOSITEDONPUBLIC A746, , SHALLCLASS (MIN) PPE FOR D SHALLROADWAYSSHALLBEREMOVEDBYTHEENDOFTHEWORKDAY.ALL SIZES. PIPE BE NED WITH PROM ECTO401EPDXYLININGOREQUAL. DISINFECTING NOTES HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES ANDAPPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE PROVISIONSOFAWWAC600ORM23ASAPPLICABLE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED INACCORDANCEWITHAWWAC651DISINFECTINGWATERMAINS. SATISFACTORY BACTERIOLOGICAL TEST RESULTS SHALL BE SUBMITTED TO ENGINEER PRIOR TOFINALCERTIFICATION. THE CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT THE ACTIVE EXISTING MAIN FROM BACKFLOW CONTAMINATION DURING FILLING, FLUSHING, AND TESTING OF THE NEW MAIN, AS SPECIFIED IN AWWA C651 -92. i INTERNEE TO PROVIDE NOTIFICATION INFORMATION. TRENCH SAFETY PROJECT NO: 2009.0280CONTRACTORSHALLCOMPLYWITHOSHATRENCHSAFETYSTANDARDS29C.F.R., S.926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY DATE: 04/05/11 THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION553.62, FLORIDA STATUTES.A COPY OF THIS SHEET CO SHALL BE PROVIDED TO ALL BIDDERS AND SUB - CONTRACTORS. UTILITY SEPARATION NOTES 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEETBETWEENTHEOUTSIDEOFTHEWATERMAINAND FDOT SIGNAL PERMIT NOTES SEE SIGNAL MODIFICATION PLANS BY TRAFFIC PLANNING AND DESIGN FOR SIGNAL PERMIT N GENERAL NOTE 11 .. )' i 66 THE OUTSIDE OF ANY EXISTING OTES AND DETAILS. 1. SITE ADDRESS: NEC OF SR 50 & BLUFORD AVENUE, OCOEE, FLORIDA ARCHITECTUREORPROPOSEDVACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE ENGINEERINGMAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF 2. THIS SITE LIES IN FLOOD ZONE "AE" & 'X', F.I.R.M. PANEL 12095CO220F, INTERIOR DESIGNCHAPTER62 -610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN DATED 09/25/09.THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROJECT MANAGEMENTPROPOSEDGRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT 3. THE SITE SHALL BE CLEARED AS MAY BE NOTED ON PLAN, OF ALLLEASTTHREEFEETBETWEENTHEOUTSIDEOFTHEWATERMAINANDTHEOUTSIDEOBSTRUCTIONSANDDELETERIOUSMATERIALSUCHASFENCES, WALLS, AA 003420OFANYEXISTINGORPROPOSEDGRAVITY -TYPE SANITARY SEWER IF THE BOTTOM FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, ANDOFTHEWATERMAINISLAIDATLEASTSIXINCHESABOVETHETOPOFTHE CA 8660ACCUMULATIONOFRUBBISHOFWHATEVERNATURE. THIS MATERIAL SHALL BESEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF SATISFACTORILY DISPOSED OF OFF -SITE.THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE 4. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY BY ACCURIGHT SURVEYS OF 604 COURTLAND STREETCONVEYINGRECLAIMEDWATERNOTREGULATEDUNDERPARTIIIOFCHAPTERORLANDO, INC., 2012 E. ROBINSON ST., ORLANDO, FL 32803, PHONE: SUITE 10062 -610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE 407- 894 -6314. ORLANDO, FLORIDA 32804TOUTSIDEOFTHEWATERMAINANDALLPARTSOFANYEXISTINGORPROPOSED PH 407.645.5008ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." 5. BENCHMARK - REFER TO TOPOGRAPHIC SURVEY BY ACCURIGHT SURVEYS OF FX 407.629.9124 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS ORLANDO, INC., DATED 05/13/10. PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY - OR 6. LEGAL DESCRIPTION SHOWN HEREON IS FURNISHED BY SURVEYOR, AND IS SEAL:VACUUM - TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FOROUTSIDEOFTHEWATERMAINISATLEASTSIXINCHESABOVETHEOTHERTHECONTRACTOR. INTERPLAN LLC. ASSUMES NO LIABILITY FOR ITS ACCURACYPIPELINEORATLEAST12INCHESBELOWTHEOTHERPIPELINE; AND NEW OR OR COMPLETENESS.RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY 7. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS,SEWER , WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THERECLAIMEDWATERWILLBELAIDSOTHEOUTSIDEOFTHEWATERMAINISATBESTAVAILABLEINFORMATIONANDAREGIVENFORTHECONVENIENCEOFTHELEAST12INCHESABOVEORBELOWTHEOTHERPIPELINE. CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ITSACCURACYANDCOMPLETENESS.3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATERMAINPIPESHALLBECENTEREDABOVEORBELOWTHEOTHERPIPELINESOTHE 8. SITE GEOTECHNICAL INVESTIGATION PERFORMED BY ECS- FLORIDA, LLC. ROBERT ZIEGENFUSS, P.E.WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR INTERPLAN LLC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, FL REG # 56752THEPIPESSHALLBEARRANGEDSOTHATALLWATERMAINJOINTSAREATLEAST ESS, ACCURACY THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, AND COMPLETENESS OF THEIR WORK. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS SITE AND COMPLY WITH CONSULTANT:STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER RECOMMENDATIONS CONTAINED THEREIN. IF ADDITIONAL SERVICES AREREGULATEDUNDERPARTIIIOFCHAPTER62 -610, F.A.C., AND AT LEAST SIX FEET REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST TO THE OWNER.FROM ALL JOINTS IN GRAVITY - OR PRESSURE - TYPE SANITARY SEWERS,WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT 9. CONTRACTOR SHALL PROVIDE AND INSTALL EROSION CONTROL DEVICESREGULATEDUNDERPARTIIIOFCHAPTER62 -610, F.A.C. ( SILT FENCE OR OTHER METHODS) AT LIMITS OF CONSTRUCTION AND AROUND EACH STORM INLET PRIOR TO CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CONTROL DEVICES DURING CONSTRUCTION, ALL IN CONFORMANCEWITHCURRENTLOCAL, COUNTY AND STATE CRITERIA. 10. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER,DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES, LATERALS,CONNECTIONS, AND APPURTENANCES DEPICTED HEREIN - UNLESS OTHERWISELOCATEDBYDIMENSIONS - REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS, INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY /UTILITY PROVIDER. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY INTERPLAN LLC. OF ANY REVISIONS: DISCREPANCIES FOUND BETWEEN THE PLANS OR FIELD CONDITIONS PRIOR TO No. DATE REMARKS START OF CONSTRUCTION. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE 1 06 -22 -11 CITY FSP COMMENTSFORANYDESIGNCHANGESWHICHHEMAYINCORPORATEINTOTHEPLANS WITHOUT PRIOR WRITTEN CONSENT AND /OR APPROVAL FROM THE OWNER AND THEENGINEER 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE EXISTINGSR50R.O.W. WITH FDOT & THE CITY OF OCOEE. ALL WORK WITHIN THE BLUFORDAVENUERIGHT -OF -WAY SHALL BE COORDINATED WITH THE CITY OF OCOEE. 13: SCS SOILS TYPE: TAVARES FINE SAND. 14. STORM WATER MANAGEMENT IS PROVIDED BY DRY RETENTION. 15. THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUALTOORBETTERTHANTHECONDITIONEXISTINGPRIORTOCOMMENCEMENTOF CONSTRUCTION. 16. ALL DISTURBED AREAS (INCLUDING FDOT R -O -W) SHALL BE SODDED. 17. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS,VAULTS, AND OTHER STRUCTURES, THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES, AND GRATES TO MEET THE PROPOSED GRADES UNLESSOTHERWISEDIRECTED. 18. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION OF WATER, WASTEWATER AND STORM WATER SYSTEMS IS COMPLETE SO THAT TIMELYCERTIFICATIONSMAYBEINITIATED. 19. AT LEAST 30 DAYS PRIOR TO ANTICIPATED COMPLETION OF SITE CONSTRUCTION, THE FINAL CERTIFICATION PROCESS WILL BEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION, IN A TIMELY MANNER, TO ENGINEER, INCLUDING, WITHOUT LIMITATION: a. SURVEYED "AS- BUILTS" OF ALL UTILITIES AND STORMWATER SYSTEMS,b. COMPACTION AND DENSITY TEST REPORTS, AND C. PRESSURE TESTING AND BACTERIOLOGICAL TESTING RESULTS, AS REQUIRED, FOR WATER DISTRIBUTION AND /OR WASTEWATER COLLECTION /TRANSMISSION SYSTEMS. 20. ALL TRAFFIC CONTROL DEVICES, EQUIPMENT AND INSTALLATION SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION AND /OR FLORIDADEPARTMENTOFTRANSPORTATION. RAM 21. PARKING STALLS SHALL CONFORM WITH LOCAL CODE. 22. HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH ADA DEVELOPMENT REQUIREMENTS AND LOCAL ORDINANCE. OCOEE TOWN CENTER 23. LANDSCAPE SHALL BE TRIMMED TO ENSURE SIGHT VISIBILITY OF TRAFFIC NEC SR 50 & BLUFORD ROADCONTROLDEVICES. OCOEE, FL24. ALL PAVEMENT IS DIMENSIONED TO FACE OF CURB.AS -BUILT INFORMATION 25. SMALL CURB RETURN RADII ARE 5' UNLESS NOTED OTHERWISE. STREET RADII COPYRIGHT © 2010TOBEPROVIDEDBYTHECITYOFOCOEEAREASNOTEDONPLAN. INTERPLAN LLC RESERVES OTHER RIGHTS26. ALL STORM STRUCTURES SHALL BE PLACED ON A 12" BED OF CRUSHED ESSTR C DOCUMENTSSTONEOREQUIVILANTASAPPROVEDBYTHECITYENGINEERANDFULLYTOTHEORIGINALSITEORENVELOPEDWITHFILTERFABRIC. PURPOSE FOR WHICH THEY WERE 27. COMPACTION DENSITY AT ALL UTILITY AND STORM STRUCTURES PREPARED. REPRODUCTIONS, INLET /MANHOLES WITH ROADWAY TO 3' IN BACK OF CURB) SHALL BE 98% CHANGES OR ASSIGNMENTS ARE WITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PROHIBITED, PAVED AREAS PER AASHTO -180 (MODIFIED). 28. SSOCOF CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED IN F.S. 556.108APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1 -800- 432 -4770 DURING BUSINESS HOURSORUSETHE CHECKED: me M CONDITIONS OF APPROVAL I rth d'f d b th t 29. The wall and landscaping within the landscape buffer along the western boundary ADDITIONAL CONDITIONS OF APPROVAL 56. PSP Condition of Approval #49 is modified to read as follows modifications shown in strikethrough and underline): The Phase I Final Subdivision Plan shall consist of Lots 1, 2, 3, and 4, Public Roads 1 and 2. and Tracts A. end- B. C. G and I as shown on this plan, together with a temporary drainage easement er,for Pond 1 over, und and across future Lot 5 and future Tracta G and E and a permanent utility easement over, under and across portions of future Tracts D and F. Accordingly, the Phase 1 Plat will plat Lots 1, 2, 3 and 4 Public Roads 1 and 2 and Tracts k ef4 B. C. G and I and show Pond #1 as -aria temporary, unplatted drainage easement for Pond 1 over, under and across future Lot 5 and future Tract E and an unplatted utility easement over, under and across portions of future Tracts D and F. 57. Any improvements shown in this Plan lying within Phase II and Phase III, except for those utility and drainage improvements herein and necessary to the support of Phase I, are conceptual in nature and will be reviewed as part of the Final Subdivision Plan for the applicable phase. 58. At the time of platting of Phase I, the owner will convey to the City a utility easement across all utility improvements shown on this Plan not located within the area to be encompassed by the Phase I plat. 59. All utilities within Phase I will be located within an easement to be dedicated to the City upon recordation of the Plat. 60. The City shall terminate the existing utility easements as described on this Plan after (1) the completion of the utility improvements described in this Plan; (2) the conveyance of those improvements to the City and the City's acceptance of same in accordance with applicable City requirements; and (3) the Developer's demonstration that the City has recorded or platted easements across all City-owned utilities in their as-built condition. 61. At the time of platting, Owner will record a blanket cross-access easement across all lots within the subdivision. said cross-access easement will be subject to the review and approval of the City prior to platting. icia ecor s oo , age an as u er HIV i ie y a and specimen trees may be removed as provided in COA #16. certain First Amendment dated __ _, 2011, as recorded in Official of the property shall be maintained by the property owners association, except Records Book __, Page - - - - -N, all of the Public Records of Orange that all grass and landscaping on the building side of the wall shall be 48. Pond #1 is a temporary pond to be constructed as part of Phase 1 of I County, Florida (collectively referred to as the 'Maine Street Development maintained by the individual lot owners. The land burdened by the easement shall the project and is located within future Lot 5, Tract C and Tract E. A Agreement'. The construction of Relocated Maine Street shall be governed by the be owned by the individual lot owners. temporary drainage easement across Pond #1 shall be provided for the Maine Street Development Agreement and not by this Plan. The inclusion of 30. All roads will be dedicated to the public unless otherwise noted. Tract 'A', the benefit of the property owners association and the City. The final Relocated Maine Street and the stormwater pond in connection therewith is shown private access road through the property, shall be owned and maintained by the subdivision plan for the phase that includes Lot 5 shall reconfigure or on this Plan for informational purposes only and is not part of the Project. In property owners association, with access and utility easements granted to the relocate Pond #1 to a permanent location so that it does not impede the event of any portion of the Project as set forth in the Final Subdivision Plan City of Ocoee. the ability to construct the northern extension of Public Road #2 as part conflicts with the Maine Street Development Agreement, the Final Subdivision of such phase. Until such time as Pond #1 is reconfigured or relocated, Plan shall control. Pursuant to Section 8.5 of the Maine Street Development 31. INTENTIONALLY DELETED. the Owner may elect to continue ownership Tracts .0 and E in lieu of Agreement, no building permits will be issued for any portion of the Project until 32 conveyance to the property owners association. Following the the such time as construction of Relocated Maine Street has commenced and no . The Owner shall construct appropriate curb cuts to enable construction a reconfiguration or relocation of Pond # 1, but in no event later than the certificates of occupancy will be issued for any portion of the Project until such ramps at all rights -of -way intersections (and other areas required by platting of the phase of the project that includes Lot 5, such pond shall time as the construction of Relocated Maine Street has been completed and Americans with Disabilities Act) in order to accommodate access to sidewalks be conveyed to the property owners association. or another entity accepted b the Ci and streets for persons who are in wheelchairs and other persons who arepyy acceptable to the City, which will thereafter assume ownership andphysicallychallenged. When sidewalks are constructed on corner lots at certain maintenance responsibility for Pond #1.13. All legal instruments, including but not limited to, declarations of covenants, locations, the sidewalks will be extended to the curb and the appropriate ramps easements and restrictions, articles of incorporation of the property owners will then be constructed. The timing of construction of the Project sidewalks is 49. The Phase 1 Final Subdivision Plan shall consist of Lots 1, 2, 3 and 4 association (as applicable), and warranty deeds to the association (as applicable) set forth in COA 34 below. and Tracts A and B as shown on this plan, together with a temporary shall be provided to the City for review prior to platting all or a portion of the 33. Parking for individual lots shall be provided in accordance with the City of drainage easement for Pond 1 over and across future Lot 5 and future property and shall comply with all ordinances of the City in effect at the time of Ocoee Land Development Code and the CRA Target Areas Special Tracts C and E. Accordingly, the Phase 1 Plat will plat Lots 1, 2, 3 and recording of any such instrument. Development Plan. 4 and Tracts A and B and show Pond #1 as an unplatted drainage 14. Existing rees 8 DBH or larg other than citrus trees or trash trees easement. 9 " ' ' 9 ( ) 34. All common area improvements including entry features, walls, landscaping and located along proposed locations of buffer walls or road right -of -way lines will sidewalks along the roads as shown on the plans shall be completed prior to be preserved if at all possible except as otherwise noted on the plans. The issuance of the Certificate of Completion for those corresponding phases as buffer walls and roads will be designed around those trees to incorporate them shown on gthe applicable final s plan; except that the perimeter 50. The project is veste from concurrency review to the extent provided .n PSP WAIVER TABLE APPROVED BY THE OCOEE CITY COMMISSION ON Pintorequiredlandscapebuffersandasstreettreestotheextentpractical. Any landsca in and sidewalks alon SR 50 and Bluford Avenue shall be com Certificate of Vestin Numbers CV - 98 - 01 and CV 99 - 01. The Sep tember 6th, 2011 trees located within a road shown on the Final Subdivision Plan may be prior to issuance of the Certificate of Completion or Certificate of Occupancy Certificates of Vesting provide that they do not exempt the project from I removed by the Owner. Protected trees located within a future building pad for each individual lot; provided, however, that Owner shall comply with all compliance with the requirements of the City with respect to dedication as shown on an approved final site plan or approved final subdivision plan Florida Department of Transportation requirements if they require sidewalks or of easements or right of ways or the construction of traffic may be removed by the Owner after obtaining a building permit in connection other improvements to be completed at an earlier date. improvements necessitated by the development of the project or therewith. otherwise required by the City's Land Development Code as from time to35. Owner shall pay all CAIC costs for street lights to Progress Energy and shall rd15. The existing grades on individual lots containing protected trees will be time amended. In accordance with the Land Development p Code, the pay the monthly operating costs for street lights on public roads until suchmaintainedasmuchaspossibletopreserveexistingprotectedtrees. For lots Owner shall have a traffic study prepared and submitted to the City fortimeasaCertificateofCompletionisissuedfortheapplicablephaseofthecontainingprotectedtrees, there will be no grading or other construction on review and approval in connection with each phase of the project. The project and the roads in such phase are accepted by the City. After issuanceindividuallots, except as specified in the Final Subdivision Plan or a Final Site traffic study shall address the traffic improvements necessitated by the Plan, until building permits or site clearing permits are issued for those lots. of a Certificate of Completion and acceptance by the city the City shall assume development of the applicable phase of the project and any requirementspaymentofallmonthlyoperatingcoststoProgressEnergyforlightsonpublicstreetsforthededicationofrights -of -way and easements. For any future 16. Removal of existing protected trees will be limited to clearing road within such phase of the project. However, the Owner shall continue to be responsible9P9 rig and retention areas and easement areas as detailed in the for the payment of monthly operating costs associated with street lights on private phase beyond Phase 1 of the Project, a new traffic study will be 9 y roads within the Project and other street lights within the Project. The ty of street required which will be based on a methodology to be determined by the Final Subdivision Plan and /or a Final Site Plan. All existing protected trees lighting fixtures used by the Owner shall be consistent within the phases yof the City prior to such study being undertaken. All traffic related ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION GAS STATIONS, SERVICE STATIONS AND GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL ALL ARCHITECTURAL DETAILS IN THE PROJECT LDC, ART. VI, COMMERCIAL CONVENIENCE STORES MEET THE PROPOSED ARCHITECTURAL SHOULD BE COMPATIBLE WITH THE REMAINING 1 SEC. 6 -14 C )' SHALL UTILIZE EITHER GABLE OR HIP STANDARDS FOR THE DEVELOPMENT. THE DEVELOPMENT. A REQUIREMENT FOR ATTACHED 4), i , ROOF STRUCTURES. THE CANOPIES FOR CANOPIES FOR GAS PUMPS ARE NOT CANOPIES IS UNNECESSARILY RESTRICTIVE AS LONG GAS PUMPS SHALL BE ATTACHED TO REQUIRED TO BE ATTACHED TO THE MAIN AS IT MEETS THE ARCHITECTURAL STANDARDS. THE MAIN BUILDING AND INTEGRATED BUILDING. IF OUTDOOR SEATING IS PROVIDED INTO THE ARCHITECTURAL ROOF AND THE BUILDING IS AT LEASE 5,900 GROSS. DESIGN SQUARE FEET. on individual lots will be evaluated at the time of site plan review for that project and shall be set forth on the Final Subdivision Plan for each phase. Any improvements for each phase shall be shown on the final subdivision lot, to determine whether or not each tree needs to be removed; provided, upgrades to public street lighting proposed by the Owner shall be subject to the plan for such phase and shall be constructed by the Owner prior to the however, that protected trees located within a future building pad as shown approval of the City at the time of Final Subdivision Plan approval. issuance of a certificate of completion for such phase. on an approved final site plan or approved final subdivision plan may be removed by the Owner after obtaining a building permit in connection 36. All subdivision signage must be consistent with the legally assigned name of 51. The development within each phase of the project shall not exceed the therewith. th bd' ' ' A b t h t th f th bd' ' ' t maximum intensity of development for such phase as set forth in theesuivision. ny su se cquen ange e m eonaeo su ivision mus 17. No clearing permits will be issued for site work or building construction until be approved by the City Commission. traffic study for such phase. To the extent that the Owner may seek to the trees to be preserved have been clearly marked with tree protection develop the project with an intensity greater than that set forth in such barriers. 37. INTENTIONALLY DELETED. traffic study, then an updated traffic study will be required to address any such increase in intensity. 18. No person shall undertake land clearing or the removal of any protected trees 38. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker without first obtaining a permit from the Building Department. The removal of shall be affixed to the street in the center of the lane closest to each hydrant. 52. Based on the traffic study for Phase 1 of the Project, such phase shall protected trees shall be minimized to the maximum extent possible and no not be developed in such a manner so as to generate more than a total authorization shall be granted to remove a tree if the Owner has failed to take of 606 PM peak hour trips (417 primary trips and 189 pass -by trips) reasonable measures to preserve the trees on site; provided, however, that to calculated on the basis of the latest edition of the ITE Manual and the the extent the landscape plan approved as part of the Final Subdivision Plan City's Transportation Impact Fee Update as referenced in Section 87 -2 identifies protected trees to be removed as part of the project, the Owner may of the Ocoee City Code, such calculation to be made each time an obtain a building permit for the removal of such trees without any further application is made for the construction of a building on a Lot within demonstration of efforts undertaken to protect such trees. Phase 1 of the Project. The transportation improvements required for a easements shall be provided riot to or at the Phase 1 of the Project are based on the development of such phase not 19. All cross access and drainage P P exceeding the foregoing trip threshold. A more intense development of time of platting of each phase of the Project. Phase 1 of the Project will require an updated traffic study as 20. Permanent utility, drainage and access easements will be dedicated to the City referenced in COA #51 and could require additional transportation as noted on the Final Subdivision Plan.improvements. 21. All utilities to be placed within easements will be placed around existing 53. On- street parking spaces shall count towards any parking requirements protected trees to be preserved if possible. under the Land Development Code for the adjacent lot; provided however, that each space may only be counted towards the requirements of a 22. All utilities including electrical, cable, TV, and telephone and including on -site single lot. existing overhead wires shall be placed underground; provided, however, that the Developer shall not be required to underground existing overhead utility lines alona the State Road 50 riaht-of-way. OWNERSHIP /MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE A' 1 PRIVATE ACCESS ROAD P.O.A. B' 1 STORMWATER POND #2 P.O.A. 1 STORMWATER POND #1 P.O.A. 1 - 2 PUBLIC ROAD #1 CITY OF OCOEE E' 1 - 2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE G' 1 CONSERVATION, TRAIL & P.O.A. DRAINAGE EASEMENT H ' 1 PRIVATE DEVELOPMENT PRIVATE /OWNERS I 1 LAKE BENNET P.O.A. LOTS 1 -6 1 -3 PRIVATE DEVELOPMENT PRIVATE /OWNERS J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19 23. AAll non - public drainage, utility and maintenance easements shall be for the 339. SSubject to COA #48, the storm water management system, including all pipes, 555. Any improvements shown in this Plan lying within Phase II and Phase III, except 1, 2 benefit of the Owner, individual lot owners and property owners association iinlets, manholes and structures, together with tracts b and c (retention ponds), ffor those utility and drainage improvements herein and necessary to the supportppppI (as applicable). The land burdened by such easements shall be owned by the wwill be owned, operated and maintained by the property Owners association oof Phase I, are conceptual in nature and will be reviewed as part of the Final Ocoee City Commission on September 6th, 2011 iindividual lot owners or the property owners association. uupon platting of the applicable phase of the project. SSubdivision Plan for the applicable phase. 24. DDrainage easements between lots are shown for location only. Final easement 440. NNotwithstanding the conveyance of the stormwater retention ponds to the 556. At the time of platting of Phase I, the owner will convey to the City a utility 1. TThe City of Ocoee is subject to the terms, provisions and restrictions of ddimensions will be shown on the Final Subdivision Plan and will be sized to meet pproperty owner's association (the 'Association') or any provision to the eeasement across all utility improvements shown on this Plan not located within the Florida Statutes Chapter 163 concerning CCity requirements. Oversizing of lines may be required by the City at the City's ccontrary contained in these conditions of approval, the Owner shall remain aarea to be encompassed by the Phase I plat. moratoria on the issuance of building permits under certain circumstances. The eexpense. rresponsible for the maintenance of the project's stormwater management 557. All utilities within Phase I will be located within an easement to be dedicated to City has no lawful authority to exempt (25. h A perpetual, non - exclusive easement over all internal roadways and other ty2 the City upon recordation of the Plat. herein should be construed as such an ppaved areas is hereby granted in favor of the City of Ocoee and other (i) the entire SWMS for the project is constructed and appropriate 58. The City shall terminate the existing utility easements as described on this Plan 2. TThis project shall be developed in two or more phases. The first phase shall T applicable authorities for law enforcement, fire, and other emergency services. c Water Management District (SJRWMD), (ii) the stormwater retention ponds intended aafter (1) the completion of the utility improvements described in this Plan; (2) the hase will beP wwith res to be conveyed to the Association have in fact been conveyed to the cconveyance of those improvements to the acceptance of same Lot 5 and the third phase will be Lot 6; provided, however, that Phases 2 226. AA property owners association shall be created for ownership and maintenance AAssociation, (iii) the Association is designated as the maintenance entity on the iin accordance with applicable City requirements; and (3) the Developer's and 3 are not required to occur sequentially so that either lot may be o records of the SJRWMD and all transfer records required by the SJRWMD have been ddemonstration that the City has recorded or platted easements across all developed following Phase 1. Phases 2 and 3 (Lots 5 and 6) as Cofallcommonareas. r executed and accepted by SJRWMD, (iv) the city has been provided with a copy of City -owned utilities in their as -built condition. shown on this Ian may be divided into sub-phases in connection with the 227. AAll declaration of covenants and restrictions affecting the property shall includeP the developers proposed maintenance plan with respect to the SWMS, and (v) the approval of a final subdivision Ian for all or a portion of said Phase. tthe following provisions: 5cityhasbeenprovidedwithawrittenstatementfromtheAssociationacknowledging 954. A conservation, drainage, public access and recreational 3. EEach phase of the project will stand its own with respect to public m a. PProvision allowing the city to levy, collect, and enforce assessments for rreceipt of the Owner proposed maintenance plan with respect to the SWMS and eeasement shall be conveyed to the city over tract "G" at Q sewer, w maintenance of common areas if the Association fails to do so or fails to tthat the Association is responsible for the maintenance of the SWMS. tthe time of platting of the first phase of the subdivision. services (maintain assessments at a level allowing for adequate maintenance.41. AAll stormwater management ponds will be unfenced with maximum 5:1 side 555. Owner shall construct the required water feature with fountain at 4. EExcept as specifically noted on this Plan, development of this property shall b b. PProvision granting the- City of Ocoee the right, but not the obligation, to sslopes into the pond unless otherwise agreed to as part of the final ssuch time as be consistent with the requirements of the city of Ocoee code. in connection aafter notice from the City. To the extent that the City of Ocoee undertakes plan a for a least 50,000 square feet of building space within the with site plan approval for all lots within the subdivision, the Owner may request ssuch action, the City shall be entitled to reimbursement from the property 442. TThe proposed Relocated Maine Street Pond shall be used for the ssubdivision. additional waivers from the City. oowners association and shall be entitled to require the property owner's sstormwater needs of Relocated Maine Street and other public roadways as 5. NNothing herein shall be construed to waive any provision of the Land passociationtoleassessmentsforthe ipurposesofpaying such reimbursement. pprovided in the Maine Street Development Agreement. To the extent that Development Code except to the extent expressly set forth on a waiver table or cc. PProvisions granting the City the right, but not the obligation, to maintain /repair ddevelopment of Phase 3 of the Project, the Developer may utilize such explicitly set out on the Plan. Any conflicts between the Land Development Code tthe storm water management system (SWMS) and obtain reimbursement from ppond to meet the stormwater requirements for Public Road #3; otherwise, and the CRA Target Areas Special Development Plan will be resolved in tthe Association, or from the Owner if (i) turnover of control of the members tthe stormwater requirements of Public Road #3 will be incorporated intoaccordanceOcoeeOrdinanceNo. 2010 -009. Where this Plan and the CRA Special hhas not occurred, or (ii) if the Owner is still responsible for maintenance of tthe stormwater management system for the Project. The remainingDevelopmentPlanorLandDevelopmentCodeconflict, this Plan shall control and tthe SWMS.stormwater needs of the Project including Public Road #1 and Public RoadsupersedethestandardssetforthintheCRASpecialDevelopmentPlanorLands d. PProvision providing that the SWMS will be transferred to a responsible #2, will be incorporated into the stormwater management system for the 6. AAny damage caused to any public streets as a result of the construction a operation /maintenance entity acceptable to the City in the event of dissolution PProject. activities related to the project shall be promptly repaired by the Owner to pandthatifdissolutionoccurswithoutsuchapproval then the City may continue 43. AAt the time of platting of each phase, the Owner shall provide appropriate the applicable government standards at the Owners sole cost and expense. tto levy and collect assessments and impose liens with respect thereto eeasements for pedestrian and vehicle connectivity among the lots, 7. TThere shall be no access from the property to any public streets except at e notwithstanding the dissolution of the Association. iincluding sidewalk and access easements, for City review and approval. the approved locations shown on the Final Subdivision Plan. F e. PProvision that the Association shall at all times be in good standing with the TThe infrastructure for pedestrian and vehicle connectivity shall be provided Florida Secretary of State. bbetween each contiguous lot as they are developed, or as otherwise 8. AAs to the portion of the property within the CRA Sub -Area I, all commercial pf. PProvision that at the time of turnover of control of the Association to the provided in the Final Subdivision Plan for each phase of the project. lots shall be a minimum of one (1) acre in size. As to the portion of the f members, the Declarant shall deliver to the new board of directors the 444. IIrrigation of landscaping within the public right -of -way shall be providedpropertywithintheCRASub -Area II, all commercial lots shall be a minimum vmaintenanceplanfortheSWMSaccompaniedbyanengineerscertificationthat YviatheCityutili s installation thereof b the Owner and the SWMS is functioning in accordance with all approved plans and permits. To aacceptance of such right -of -way by the City. 9. AAll finished floor elevations will exceed the 100 -year flood plain by a minimum tthe extent that an such e report indicates an corrective action is '45. P 2 feet above the 100-year flood elevation as established in the Y required, that declarant shall be required to diligently undertake such corrective TTarget Areas Special Development Plan'. and as are modified as shown onproject's stormwater system. aaction at the declarant's expense and to post a cash bond with the Association tthese plans. 10. TThe Owner is to anrotectandprevent disturbance, siltation, or construction ffor the estimated costs of such corrective action. The cash bond can be drawn 46. TThe 100 year flood zone elevation, per F.I.R.M. Panel 12095CO220F, within the wetland areas shown on this plan. Those areas are to be roped off dupontopayforthecorrectiveaction. 4 dated 09/25/2009, is 117.4. All measurements and references to the during construction and silt fences installed to eliminate any possibility of gg. PProvision that no property owned by the City or any other governmental entity 1100 year flood elevation shall refer to the interpolated 117.4 elevation disturbance during construction. The Owner may undertake selective clearing of sshall be subject to assessments levied by the Association. lline as shown on these plans. The 100 year flood plain buffer underbrush and invasive species in this area and its buffer as allowed by law. rh. PProvision that any amendment to any provision affecting the City requires the rrequirements of the City are satisfied b the d set forth on 11. AAll existing structures (including buildings, power lines, existing aerial and utility cconsent of the City in an instrument recorded with the amendment. SSheet C4 of these plans. facilities) will be removed and /or terminated prior to or during construction of ii. TThe articles of incorporation and bylaws of the Association shall be consistent 447. TThe final subdivision plan for each phase shall include a landscape planthedevelopmentreplacingthoseuses. Removal and relocation of City utility lines wwith the forgoing provisions.which shows the protected or specimen trees intended to be removed as 12. eeasements held by the City shall be by a separate agreement with the City. 228. AAll tracts that are to be owned and maintained by the property owners & ppart of the phase and the replacement trees to be planted in connection association shall be conveyed to the property owners association by ttherewith. The planting of the replacement trees shown on the final Development of this property subject to that certain Development Agreement wwarranty deed at the time of platting of the applicable phase of the ssubdivision plan shall be deemed to satisfy the replacement or mitigation dated 11 -17 -1998 as recorded in Official Records Book 5623, Page 2313, as pproject. rrequirements of the Land Development Code and no monetary payment to modified by that certain Addendum dated December 7, 2010 as recorded in tthe City shall be required in connection therewith. Additionally, protected ADDITIONAL CONDITIONS OF APPROVAL 56. PSP Condition of Approval #49 is modified to read as follows modifications shown in strikethrough and underline): The Phase I Final Subdivision Plan shall consist of Lots 1, 2, 3, and 4, Public Roads 1 and 2. and Tracts A. end- B. C. G and I as shown on this plan, together with a temporary drainage easement er,for Pond 1 over, und and across future Lot 5 and future Tracta G and E and a permanent utility easement over, under and across portions of future Tracts D and F. Accordingly, the Phase 1 Plat will plat Lots 1, 2, 3 and 4 Public Roads 1 and 2 and Tracts k ef4 B. C. G and I and show Pond #1 as -aria temporary, unplatted drainage easement for Pond 1 over, under and across future Lot 5 and future Tract E and an unplatted utility easement over, under and across portions of future Tracts D and F. 57. Any improvements shown in this Plan lying within Phase II and Phase III, except for those utility and drainage improvements herein and necessary to the support of Phase I, are conceptual in nature and will be reviewed as part of the Final Subdivision Plan for the applicable phase. 58. At the time of platting of Phase I, the owner will convey to the City a utility easement across all utility improvements shown on this Plan not located within the area to be encompassed by the Phase I plat. 59. All utilities within Phase I will be located within an easement to be dedicated to the City upon recordation of the Plat. 60. The City shall terminate the existing utility easements as described on this Plan after (1) the completion of the utility improvements described in this Plan; (2) the conveyance of those improvements to the City and the City's acceptance of same in accordance with applicable City requirements; and (3) the Developer's demonstration that the City has recorded or platted easements across all City-owned utilities in their as-built condition. 61. At the time of platting, Owner will record a blanket cross-access easement across all lots within the subdivision. said cross-access easement will be subject to the review and approval of the City prior to platting. icia ecor s oo , age an as u er HIV i ie y a and specimen trees may be removed as provided in COA #16. certain First Amendment dated __ _, 2011, as recorded in Official of the property shall be maintained by the property owners association, except Records Book __, Page - - - - -N, all of the Public Records of Orange that all grass and landscaping on the building side of the wall shall be 48. Pond #1 is a temporary pond to be constructed as part of Phase 1 of I County, Florida (collectively referred to as the 'Maine Street Development maintained by the individual lot owners. The land burdened by the easement shall the project and is located within future Lot 5, Tract C and Tract E. A Agreement'. The construction of Relocated Maine Street shall be governed by the be owned by the individual lot owners. temporary drainage easement across Pond #1 shall be provided for the Maine Street Development Agreement and not by this Plan. The inclusion of 30. All roads will be dedicated to the public unless otherwise noted. Tract 'A', the benefit of the property owners association and the City. The final Relocated Maine Street and the stormwater pond in connection therewith is shown private access road through the property, shall be owned and maintained by the subdivision plan for the phase that includes Lot 5 shall reconfigure or on this Plan for informational purposes only and is not part of the Project. In property owners association, with access and utility easements granted to the relocate Pond #1 to a permanent location so that it does not impede the event of any portion of the Project as set forth in the Final Subdivision Plan City of Ocoee. the ability to construct the northern extension of Public Road #2 as part conflicts with the Maine Street Development Agreement, the Final Subdivision of such phase. Until such time as Pond #1 is reconfigured or relocated, Plan shall control. Pursuant to Section 8.5 of the Maine Street Development 31. INTENTIONALLY DELETED. the Owner may elect to continue ownership Tracts .0 and E in lieu of Agreement, no building permits will be issued for any portion of the Project until 32 conveyance to the property owners association. Following the the such time as construction of Relocated Maine Street has commenced and no . The Owner shall construct appropriate curb cuts to enable construction a reconfiguration or relocation of Pond # 1, but in no event later than the certificates of occupancy will be issued for any portion of the Project until such ramps at all rights -of -way intersections (and other areas required by platting of the phase of the project that includes Lot 5, such pond shall time as the construction of Relocated Maine Street has been completed and Americans with Disabilities Act) in order to accommodate access to sidewalks be conveyed to the property owners association. or another entity accepted b the Ci and streets for persons who are in wheelchairs and other persons who arepyy acceptable to the City, which will thereafter assume ownership andphysicallychallenged. When sidewalks are constructed on corner lots at certain maintenance responsibility for Pond #1.13. All legal instruments, including but not limited to, declarations of covenants, locations, the sidewalks will be extended to the curb and the appropriate ramps easements and restrictions, articles of incorporation of the property owners will then be constructed. The timing of construction of the Project sidewalks is 49. The Phase 1 Final Subdivision Plan shall consist of Lots 1, 2, 3 and 4 association (as applicable), and warranty deeds to the association (as applicable) set forth in COA 34 below. and Tracts A and B as shown on this plan, together with a temporary shall be provided to the City for review prior to platting all or a portion of the 33. Parking for individual lots shall be provided in accordance with the City of drainage easement for Pond 1 over and across future Lot 5 and future property and shall comply with all ordinances of the City in effect at the time of Ocoee Land Development Code and the CRA Target Areas Special Tracts C and E. Accordingly, the Phase 1 Plat will plat Lots 1, 2, 3 and recording of any such instrument. Development Plan. 4 and Tracts A and B and show Pond #1 as an unplatted drainage 14. Existing rees 8 DBH or larg other than citrus trees or trash trees easement. 9 " ' ' 9 ( ) 34. All common area improvements including entry features, walls, landscaping and located along proposed locations of buffer walls or road right -of -way lines will sidewalks along the roads as shown on the plans shall be completed prior to be preserved if at all possible except as otherwise noted on the plans. The issuance of the Certificate of Completion for those corresponding phases as buffer walls and roads will be designed around those trees to incorporate them shown on gthe applicable final s plan; except that the perimeter 50. The project is veste from concurrency review to the extent provided .n PSP WAIVER TABLE APPROVED BY THE OCOEE CITY COMMISSION ON Pintorequiredlandscapebuffersandasstreettreestotheextentpractical. Any landsca in and sidewalks alon SR 50 and Bluford Avenue shall be com Certificate of Vestin Numbers CV - 98 - 01 and CV 99 - 01. The Sep tember 6th, 2011 trees located within a road shown on the Final Subdivision Plan may be prior to issuance of the Certificate of Completion or Certificate of Occupancy Certificates of Vesting provide that they do not exempt the project from I removed by the Owner. Protected trees located within a future building pad for each individual lot; provided, however, that Owner shall comply with all compliance with the requirements of the City with respect to dedication as shown on an approved final site plan or approved final subdivision plan Florida Department of Transportation requirements if they require sidewalks or of easements or right of ways or the construction of traffic may be removed by the Owner after obtaining a building permit in connection other improvements to be completed at an earlier date. improvements necessitated by the development of the project or therewith. otherwise required by the City's Land Development Code as from time to35. Owner shall pay all CAIC costs for street lights to Progress Energy and shall rd15. The existing grades on individual lots containing protected trees will be time amended. In accordance with the Land Developmentp Code, the pay the monthly operating costs for street lights on public roads until suchmaintainedasmuchaspossibletopreserveexistingprotectedtrees. For lots Owner shall have a traffic study prepared and submitted to the City fortimeasaCertificateofCompletionisissuedfortheapplicablephaseofthecontainingprotectedtrees, there will be no grading or other construction on review and approval in connection with each phase of the project. The project and the roads in such phase are accepted by the City. After issuanceindividuallots, except as specified in the Final Subdivision Plan or a Final Site traffic study shall address the traffic improvements necessitated by the Plan, until building permits or site clearing permits are issued for those lots. of a Certificate of Completion and acceptance by the city the City shall assume development of the applicable phase of the project and any requirementspaymentofallmonthlyoperatingcoststoProgressEnergyforlightsonpublicstreetsforthededicationofrights -of -way and easements. For any future 16. Removal of existing protected trees will be limited to clearing road within such phase of the project. However, the Owner shall continue to be responsible9P9 rig and retention areas and easement areas as detailed in the for the payment of monthly operating costs associated with street lights on private phase beyond Phase 1 of the Project, a new traffic study will be 9 y roads within the Project and other street lights within the Project. The ty of street required which will be based on a methodology to be determined by the Final Subdivision Plan and /or a Final Site Plan. All existing protected trees lighting fixtures used by the Owner shall be consistent within the phasesyof the City prior to such study being undertaken. All traffic related ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION GAS STATIONS, SERVICE STATIONS AND GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL ALL ARCHITECTURAL DETAILS IN THE PROJECT LDC, ART. VI, COMMERCIAL CONVENIENCE STORES MEET THE PROPOSED ARCHITECTURAL SHOULD BE COMPATIBLE WITH THE REMAINING 1 SEC. 6 -14 C )' SHALL UTILIZE EITHER GABLE OR HIP STANDARDS FOR THE DEVELOPMENT. THE DEVELOPMENT. A REQUIREMENT FOR ATTACHED 4), i , ROOF STRUCTURES. THE CANOPIES FOR CANOPIES FOR GAS PUMPS ARE NOT CANOPIES IS UNNECESSARILY RESTRICTIVE AS LONG GAS PUMPS SHALL BE ATTACHED TO REQUIRED TO BE ATTACHED TO THE MAIN AS IT MEETS THE ARCHITECTURAL STANDARDS. THE MAIN BUILDING AND INTEGRATED BUILDING. IF OUTDOOR SEATING IS PROVIDED INTO THE ARCHITECTURAL ROOF AND THE BUILDING IS AT LEASE 5,900 GROSS. DESIGN SQUARE FEET. on individual lots will be evaluated at the time of site plan review for that project and shall be set forth on the Final Subdivision Plan for each phase. Any improvements for each phase shall be shown on the final subdivision lot, to determine whether or not each tree needs to be removed; provided, upgrades to public street lighting proposed by the Owner shall be subject to the plan for such phase and shall be constructed by the Owner prior to the however, that protected trees located within a future building pad as shown approval of the City at the time of Final Subdivision Plan approval. issuance of a certificate of completion for such phase. on an approved final site plan or approved final subdivision plan may be removed by the Owner after obtaining a building permit in connection 36. All subdivision signage must be consistent with the legally assigned name of 51. The development within each phase of the project shall not exceed the therewith. th bd' ' ' A b t h t th f th bd' ' ' t maximum intensity of development for such phase as set forth in theesuivision. ny su se cquen ange e m eonaeo su ivision mus 17. No clearing permits will be issued for site work or building construction until be approved by the City Commission. traffic study for such phase. To the extent that the Owner may seek to the trees to be preserved have been clearly marked with tree protection develop the project with an intensity greater than that set forth in such barriers. 37. INTENTIONALLY DELETED. traffic study, then an updated traffic study will be required to address any such increase in intensity. 18. No person shall undertake land clearing or the removal of any protected trees 38. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker without first obtaining a permit from the Building Department. The removal of shall be affixed to the street in the center of the lane closest to each hydrant. 52. Based on the traffic study for Phase 1 of the Project, such phase shall protected trees shall be minimized to the maximum extent possible and no not be developed in such a manner so as to generate more than a total authorization shall be granted to remove a tree if the Owner has failed to take of 606 PM peak hour trips (417 primary trips and 189 pass -by trips) reasonable measures to preserve the trees on site; provided, however, that to calculated on the basis of the latest edition of the ITE Manual and the the extent the landscape plan approved as part of the Final Subdivision Plan City's Transportation Impact Fee Update as referenced in Section 87 -2 identifies protected trees to be removed as part of the project, the Owner may of the Ocoee City Code, such calculation to be made each time an obtain a building permit for the removal of such trees without any further application is made for the construction of a building on a Lot within demonstration of efforts undertaken to protect such trees. Phase 1 of the Project. The transportation improvements required for a easements shall be provided riot to or at the Phase 1 of the Project are based on the development of such phase not 19. All cross access and drainage P P exceeding the foregoing trip threshold. A more intense development of time of platting of each phase of the Project. Phase 1 of the Project will require an updated traffic study as 20. Permanent utility, drainage and access easements will be dedicated to the City referenced in COA #51 and could require additional transportation as noted on the Final Subdivision Plan.improvements. 21. All utilities to be placed within easements will be placed around existing 53. On- street parking spaces shall count towards any parking requirements protected trees to be preserved if possible. under the Land Development Code for the adjacent lot; provided however, that each space may only be counted towards the requirements of a 22. All utilities including electrical, cable, TV, and telephone and including on -site single lot. existing overhead wires shall be placed underground; provided, however, that the Developer shall not be required to underground existing overhead utility lines alona the State Road 50 riaht-of-way. OWNERSHIP /MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE A' 1 PRIVATE ACCESS ROAD P.O.A. B' 1 STORMWATER POND #2 P.O.A. 1 STORMWATER POND #1 P.O.A. 1 - 2 PUBLIC ROAD #1 CITY OF OCOEE E' 1 - 2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE G' 1 CONSERVATION, TRAIL & P.O.A. DRAINAGE EASEMENT H ' 1 PRIVATE DEVELOPMENT PRIVATE /OWNERS I 1 LAKE BENNET P.O.A. LOTS 1 -6 1 -3 PRIVATE DEVELOPMENT PRIVATE /OWNERS J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19 shown on gthe applicable final s plan; except that the perimeter 50. The project is veste from concurrency review to the extent provided .n PSP WAIVER TABLE APPROVED BY THE OCOEE CITY COMMISSION ON Pintorequiredlandscapebuffersandasstreettreestotheextentpractical. Any landsca in and sidewalks alon SR 50 and Bluford Avenue shall be com Certificate of Vestin Numbers CV - 98 - 01 and CV 99 - 01. The Sep tember 6th, 2011 trees located within a road shown on the Final Subdivision Plan may be prior to issuance of the Certificate of Completion or Certificate of Occupancy Certificates of Vesting provide that they do not exempt the project from I removed by the Owner. Protected trees located within a future building pad for each individual lot; provided, however, that Owner shall comply with all compliance with the requirements of the City with respect to dedication as shown on an approved final site plan or approved final subdivision plan Florida Department of Transportation requirements if they require sidewalks or of easements or right of ways or the construction of traffic may be removed by the Owner after obtaining a building permit in connection other improvements to be completed at an earlier date. improvements necessitated by the development of the project or therewith. otherwise required by the City's Land Development Code as from time to35. Owner shall pay all CAIC costs for street lights to Progress Energy and shall rd15. The existing grades on individual lots containing protected trees will be time amended. In accordance with the Land Developmentp Code, the pay the monthly operating costs for street lights on public roads until suchmaintainedasmuchaspossibletopreserveexistingprotectedtrees. For lots Owner shall have a traffic study prepared and submitted to the City fortimeasaCertificateofCompletionisissuedfortheapplicablephaseofthecontainingprotectedtrees, there will be no grading or other construction on review and approval in connection with each phase of the project. The project and the roads in such phase are accepted by the City. After issuanceindividuallots, except as specified in the Final Subdivision Plan or a Final Site traffic study shall address the traffic improvements necessitated by the Plan, until building permits or site clearing permits are issued for those lots. of a Certificate of Completion and acceptance by the city the City shall assume development of the applicable phase of the project and any requirementspaymentofallmonthlyoperatingcoststoProgressEnergyforlightsonpublicstreetsforthededicationofrights -of -way and easements. For any future 16. Removal of existing protected trees will be limited to clearing road within such phase of the project. However, the Owner shall continue to be responsible9P9 rig and retention areas and easement areas as detailed in the for the payment of monthly operating costs associated with street lights on private phase beyond Phase 1 of the Project, a new traffic study will be 9 y roads within the Project and other street lights within the Project. The ty of street required which will be based on a methodology to be determined by the Final Subdivision Plan and /or a Final Site Plan. All existing protected trees lighting fixtures used by the Owner shall be consistent within the phases yof the City prior to such study being undertaken. All traffic related ITEM CODE SECTION CODE REQUIREMENTS PROPOSED STANDARDS JUSTIFICATION GAS STATIONS, SERVICE STATIONS AND GAS STATIONS, SERVICE STATIONS AND COMMERCIAL CONVENIENCE STORES SHALL ALL ARCHITECTURAL DETAILS IN THE PROJECT LDC, ART. VI, COMMERCIAL CONVENIENCE STORES MEET THE PROPOSED ARCHITECTURAL SHOULD BE COMPATIBLE WITH THE REMAINING 1 SEC. 6 -14 C )' SHALL UTILIZE EITHER GABLE OR HIP STANDARDS FOR THE DEVELOPMENT. THE DEVELOPMENT. A REQUIREMENT FOR ATTACHED 4), i , ROOF STRUCTURES. THE CANOPIES FOR CANOPIES FOR GAS PUMPS ARE NOT CANOPIES IS UNNECESSARILY RESTRICTIVE AS LONG GAS PUMPS SHALL BE ATTACHED TO REQUIRED TO BE ATTACHED TO THE MAIN AS IT MEETS THE ARCHITECTURAL STANDARDS. THE MAIN BUILDING AND INTEGRATED BUILDING. IF OUTDOOR SEATING IS PROVIDED INTO THE ARCHITECTURAL ROOF AND THE BUILDING IS AT LEASE 5,900 GROSS. DESIGN SQUARE FEET. on individual lots will be evaluated at the time of site plan review for that project and shall be set forth on the Final Subdivision Plan for each phase. Any improvements for each phase shall be shown on the final subdivision lot, to determine whether or not each tree needs to be removed; provided, upgrades to public street lighting proposed by the Owner shall be subject to the plan for such phase and shall be constructed by the Owner prior to the however, that protected trees located within a future building pad as shown approval of the City at the time of Final Subdivision Plan approval. issuance of a certificate of completion for such phase. on an approved final site plan or approved final subdivision plan may be removed by the Owner after obtaining a building permit in connection 36. All subdivision signage must be consistent with the legally assigned name of 51. The development within each phase of the project shall not exceed the therewith. th bd' ' ' A b t h t th f th bd' ' ' t maximum intensity of development for such phase as set forth in theesuivision. ny su se cquen ange e m eonaeo su ivision mus 17. No clearing permits will be issued for site work or building construction until be approved by the City Commission. traffic study for such phase. To the extent that the Owner may seek to the trees to be preserved have been clearly marked with tree protection develop the project with an intensity greater than that set forth in such barriers. 37. INTENTIONALLY DELETED. traffic study, then an updated traffic study will be required to address any such increase in intensity. 18. No person shall undertake land clearing or the removal of any protected trees 38. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker without first obtaining a permit from the Building Department. The removal of shall be affixed to the street in the center of the lane closest to each hydrant. 52. Based on the traffic study for Phase 1 of the Project, such phase shall protected trees shall be minimized to the maximum extent possible and no not be developed in such a manner so as to generate more than a total authorization shall be granted to remove a tree if the Owner has failed to take of 606 PM peak hour trips (417 primary trips and 189 pass -by trips) reasonable measures to preserve the trees on site; provided, however, that to calculated on the basis of the latest edition of the ITE Manual and the the extent the landscape plan approved as part of the Final Subdivision Plan City's Transportation Impact Fee Update as referenced in Section 87 -2 identifies protected trees to be removed as part of the project, the Owner may of the Ocoee City Code, such calculation to be made each time an obtain a building permit for the removal of such trees without any further application is made for the construction of a building on a Lot within demonstration of efforts undertaken to protect such trees. Phase 1 of the Project. The transportation improvements required for a easements shall be provided riot to or at the Phase 1 of the Project are based on the development of such phase not 19. All cross access and drainage P P exceeding the foregoing trip threshold. A more intense development of time of platting of each phase of the Project. Phase 1 of the Project will require an updated traffic study as 20. Permanent utility, drainage and access easements will be dedicated to the City referenced in COA #51 and could require additional transportation as noted on the Final Subdivision Plan.improvements. 21. All utilities to be placed within easements will be placed around existing 53. On- street parking spaces shall count towards any parking requirements protected trees to be preserved if possible. under the Land Development Code for the adjacent lot; provided however, that each space may only be counted towards the requirements of a 22. All utilities including electrical, cable, TV, and telephone and including on -site single lot. existing overhead wires shall be placed underground; provided, however, that the Developer shall not be required to underground existing overhead utility lines alona the State Road 50 riaht-of-way. OWNERSHIP /MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE A' 1 PRIVATE ACCESS ROAD P.O.A. B' 1 STORMWATER POND #2 P.O.A. 1 STORMWATER POND #1 P.O.A. 1 - 2 PUBLIC ROAD #1 CITY OF OCOEE E' 1 - 2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE G' 1 CONSERVATION, TRAIL & P.O.A. DRAINAGE EASEMENT H ' 1 PRIVATE DEVELOPMENT PRIVATE /OWNERS I 1 LAKE BENNET P.O.A. LOTS 1 -6 1 -3 PRIVATE DEVELOPMENT PRIVATE /OWNERS J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19 on individual lots will be evaluated at the time of site plan review for that project and shall be set forth on the Final Subdivision Plan for each phase. Any improvements for each phase shall be shown on the final subdivision lot, to determine whether or not each tree needs to be removed; provided, upgrades to public street lighting proposed by the Owner shall be subject to the plan for such phase and shall be constructed by the Owner prior to the however, that protected trees located within a future building pad as shown approval of the City at the time of Final Subdivision Plan approval. issuance of a certificate of completion for such phase. on an approved final site plan or approved final subdivision plan may be removed by the Owner after obtaining a building permit in connection 36. All subdivision signage must be consistent with the legally assigned name of 51. The development within each phase of the project shall not exceed the therewith. th bd' ' ' A b t h t th f th bd' ' ' t maximum intensity of development for such phase as set forth in theesuivision. ny su se cquen ange e m eonaeo su ivision mus 17. No clearing permits will be issued for site work or building construction until be approved by the City Commission. traffic study for such phase. To the extent that the Owner may seek to the trees to be preserved have been clearly marked with tree protection develop the project with an intensity greater than that set forth in such barriers. 37. INTENTIONALLY DELETED. traffic study, then an updated traffic study will be required to address any such increase in intensity. 18. No person shall undertake land clearing or the removal of any protected trees 38. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker without first obtaining a permit from the Building Department. The removal of shall be affixed to the street in the center of the lane closest to each hydrant. 52. Based on the traffic study for Phase 1 of the Project, such phase shall protected trees shall be minimized to the maximum extent possible and no not be developed in such a manner so as to generate more than a total authorization shall be granted to remove a tree if the Owner has failed to take of 606 PM peak hour trips (417 primary trips and 189 pass -by trips) reasonable measures to preserve the trees on site; provided, however, that to calculated on the basis of the latest edition of the ITE Manual and the the extent the landscape plan approved as part of the Final Subdivision Plan City's Transportation Impact Fee Update as referenced in Section 87 -2 identifies protected trees to be removed as part of the project, the Owner may of the Ocoee City Code, such calculation to be made each time an obtain a building permit for the removal of such trees without any further application is made for the construction of a building on a Lot within demonstration of efforts undertaken to protect such trees. Phase 1 of the Project. The transportation improvements required for a easements shall be provided riot to or at the Phase 1 of the Project are based on the development of such phase not 19. All cross access and drainage P P exceeding the foregoing trip threshold. A more intense development of time of platting of each phase of the Project. Phase 1 of the Project will require an updated traffic study as 20. Permanent utility, drainage and access easements will be dedicated to the City referenced in COA #51 and could require additional transportation as noted on the Final Subdivision Plan.improvements. 21. All utilities to be placed within easements will be placed around existing 53. On- street parking spaces shall count towards any parking requirements protected trees to be preserved if possible. under the Land Development Code for the adjacent lot; provided however, that each space may only be counted towards the requirements of a 22. All utilities including electrical, cable, TV, and telephone and including on -site single lot. existing overhead wires shall be placed underground; provided, however, that the Developer shall not be required to underground existing overhead utility lines alona the State Road 50 riaht-of-way. OWNERSHIP /MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE A' 1 PRIVATE ACCESS ROAD P.O.A. B' 1 STORMWATER POND #2 P.O.A. 1 STORMWATER POND #1 P.O.A. 1 - 2 PUBLIC ROAD #1 CITY OF OCOEE E' 1 - 2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE G' 1 CONSERVATION, TRAIL & P.O.A. DRAINAGE EASEMENT H ' 1 PRIVATE DEVELOPMENT PRIVATE /OWNERS I 1 LAKE BENNET P.O.A. LOTS 1 -6 1 -3 PRIVATE DEVELOPMENT PRIVATE /OWNERS J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19 OWNERSHIP /MAINTENANCE MATRIX TRACT PHASE PURPOSE ULTIMATE OWNERSHIP/ MAINTENANCE A' 1 PRIVATE ACCESS ROAD P.O.A. B' 1 STORMWATER POND #2 P.O.A. 1 STORMWATER POND #1 P.O.A. 1 - 2 PUBLIC ROAD #1 CITY OF OCOEE E' 1 - 2 PUBLIC ROAD #2 CITY OF OCOEE F' 3 PUBLIC ROAD #3 CITY OF OCOEE G' 1 CONSERVATION, TRAIL & P.O.A. DRAINAGE EASEMENT H ' 1 PRIVATE DEVELOPMENT PRIVATE /OWNERS I 1 LAKE BENNET P.O.A. LOTS 1 -6 1 -3 PRIVATE DEVELOPMENT PRIVATE /OWNERS J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19J ROBERT ZIEGENFUSS, P.E. FL REG # 56752 i CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08 -08 -11 CITY FSP COMMENTS lbff ERPLAN. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I SEAL: t Fs111111111111111111 et I RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL i COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 C0.1 CHECKED: I 19 I I I 0 Is I m m m mmm m m- I 0 I m I I ERPLAN- I J.fqo:, NT"T I , I . . ' .. ... 1.:.-- 11'...1111 ,", . " ..''.. . ::%_...T; ,...: _ .11 : A . - i . - , a ..... n . __ - -0 Of ' , ... !:.:.. I ," l :: I Ilt; 1. O'..I - ,.. IW , I . . . .1. e ': * .4 . , d "thR0:i_,...0..* i... g:-&b4&:.--:A, h. db de, 6 _ I I R Y AP' mosYPA ;Vti::....."..., ;;,I l - ,- .!w7:7-...... - I—— .!:..;.,.,....,,.... i ... . - 00i 6. .4-w'] "* * - * - . - , E " ...., I.. p .4y . 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I . 6 . t ... fu : .. . --'......., .i ,:, . . O .. - :. I . n ... . --.. -ht' - L - - e I .: in . .,... .. '... * '' ih*i it - L- .. . to d . m . . . . . I I4M. * :00 . oft (.)-' k.W.M -04_: t , -* , d#..,q,.l.!e1 I .:Jfg, 41 .48 .... 4.A&1'1lXk.,.,.r0 S gn ...'y _w '_ : I _- ': ..- . ,P . . 4 1", , mv ,-,::,; ...4.. __ __ :,.. ,4*I ;.. . ._.:,:.. .. .. ...... . 7i:w.I :.." - .1. _ 1 . In *t - 't , , . ,I - % , :,.,... , I . ., m. ''fi: - ' :: ... - , -1 , ... j1 11, .t - ". 99 A` mpp-1 Iq , , - .. I .I er.I I " - , "...,I44"eg-_..Wq..Isq _t : , , " ft, ;W.:: T"VO, I , . . . .1 e ...' . I: -'. . .it .,:,to .. . .lnf. - P 166: . , ..10 . I ....14: vmei ,l.sl 0. Re lcs.and. 0 ... . , " g,flet. . REMSIONS: 1 - : , .: p: . . . 1: , 1. . 1. ". ;:W , ... . . ", _ami . "-, . I W*: - - 6 - j" 'd'4--m. 4, A IP A.. y WOO NO. DATE REMARKS I PJ ,.',. F. .T, -- - - ,lig 2 08-08-11 CITY FSP COMMENTS F 7j 0 IS ZI.A 1.11`61?` EXISTIN NS V, A 51 MAI NE STREET POND PARCEL I XR IR N 55 gm. ....... ... N P A F? M 0 V I I COMMUNITY COMME9 i (C-2) BRICK MAINE STREET SEE PLANS FOR RELOCATED MAINE STREET' E INTERPLAN LLC FOR DEMILS OF PUBUC ROVWENTSIMPN. REAUGNED MAINE STREET (80' PROPOSED RIGHT-OF-WAY) 1.75 ACRES IQAI) iJ- JfAINE STWEET g; ........ . ......U' x.,v S g2QR _. - I,I uu?V.r_Ve1WSi - ...... Qi -- -r "' 7! cz01, -- , 3 1 r" I 14,0JAr V Doi.Ngv Vt-r- t.r 40 S.M X 'N"N -. 11--- SS784 5 05 S A .,I7ZEIP W ILx-, tO M O r M "Ra A M TRACT" kA L,, ?7 ZA4C2_ ... . ...... D S 4 77,57 W -,, . ..... .... xx.-.R=460.0(X y S89' 2 64,25"' M --M ONJ., hV A_ P11MM ICI iJ-,i71J'T"1?BLUFORDCOLONK W 3 X CEL" of zZmVUS P", IV -*I 6 Icv TRACT -- F--- , , ,, g M - Z 0.28 AC.± Al PSEEPLANSFOR .WNE STREET' BY INnuOW FOR DEIAILS OF PGRO-11OAD IMPROVEMENTS ADDITIONAL BWFORD STREET IMPROVEMENTS - FOR REFERENCE ONLY-SEE MAINE STREET RELOCATION PLANS I 61 FDOT STANDARD NOM: 0. All work performed within the FOOT right-of-way shall be in accordance with FDOT Roadway Design Standards the Standard Specifications for Road and Bridge Construction and the Utility Accommodation Manual, 2010 standards. b. FOOT office must be notified a minimum of 2 business days prior to lone closures or any work within the FOOT right-of-way. C. Test results are required upon request d. Engineer's Certification together with as-built, if required, to be submitted within 30 days of completion. (form 850-040-19) e. Maintenance of Traffic to be supervised by a certified *IMOr person. f. All utilities to be field located prior to start of construction. g. All concrete to be removed is to be saw cut and removed to the first good joint. EXISTING ASPHALT MAINE Replace to match existing color type of surrounding sidewalk and meet the latest FDOT STREET roadway design standards. All concrete sidewalk to be Special 3,000 (PSI) Design Mix I- and supplied from an approved source. IMERPLAW- ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407,629.9124LINECHART E L A 11`41`,wa km '01., CURVE CHART ARC 5 735. 72' LOf 6 11N38 247.00' 5 Z! S35*20 45 190.92'DESC NO. 8.57 RADIUS LENGTH CHORD BEARING N 23 , L2 N54 36.39'DESC C1 51 220. 00'199.03'N80 192.3 1'DESC 6-M A 36.39'CALC 4959 117.4-- GENERAL COMMERCIAL V.d N53*5 1'21 "E 36.40'MEAS Oil 220. 00'199.02'N79*45'03"E 192.31'CALC 1 L3 NOO*15 07 W V .-R , 61 FDOT STANDARD NOM: 0. All work performed within the FOOT right-of-way shall be in accordance with FDOT Roadway Design Standards the Standard Specifications for Road and Bridge Construction and the Utility Accommodation Manual, 2010 standards. b. FOOT office must be notified a minimum of 2 business days prior to lone closures or any work within the FOOT right-of-way. C. Test results are required upon request d. Engineer's Certification together with as-built, if required, to be submitted within 30 days of completion. (form 850-040-19) e. Maintenance of Traffic to be supervised by a certified *IMOr person. f. All utilities to be field located prior to start of construction. g. All concrete to be removed is to be saw cut and removed to the first good joint. EXISTING ASPHALT MAINE Replace to match existing color type of surrounding sidewalk and meet the latest FDOT STREET roadway design standards. All concrete sidewalk to be Special 3,000 (PSI) Design Mix I- and supplied from an approved source. IMERPLAW- ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407,629.9124 6 FUTURE PUBUC ROAD PHASE 111) M ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: C 7 LINE CHART E 96.73' CENTRAL CURVE CHART ARC 5 735. 72'11N38 247.00' L 1 S35*20 45 190.92'DESC NO.ANGLE RADIUS LENGTH CHORD BEARING CHORD DISTANCE 23 , L2 N54 36.39'DESC C1 51 220. 00'199.03'N80 192.3 1'DESCN53*50'03"E 36.39'CALC 4959 117.4-- GENERAL COMMERCIAL N53*5 1'21 "E 36.40'MEAS 5 1 220. 00'199.02'N79*45'03"E 192.31'CALC 1 L3 NOO*15 07 W 73.66'DESC N79*46'30"E 192.33'MEAS L4 WEST 6. 00'DESC C2 15* 1 0'24 640.78'169.69'S81 9 "E 169.20'DESC AIKI L5 S89 29.05'DESC 15* 1 0'24 640.78'169.69'S8 1 *55'10 "E 169.20'CALC 7% WO L6 NOOO 1 1'34 V 10.01'CALC S8 1 *55'50 "E 169.13'MEAS L7 S89*4826"W 18.84'CALC C3 0 1 5735.72'150.71'S36 "E 150.71'DESC S89*48'37"W 18.77'MEAS C4 04 1 '45 640.78'45.06'S75*37'59"E 45.05'DESC L8 N65*07'06"W 24.65'CALC C5 11 640.78'124.63'S83'1 3'11 "E 124.44'DESC N65*08'10"W 24.62'MEAS C6 00 5735.72'53.98'S36 53.9 7'DESC 6 FUTURE PUBUC ROAD PHASE 111) M ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: C 7 00 7'58 5 735. 72'96.73'S35 96.74'DESC C8 02*28'03"5 735. 72'247.02'11N38 247.00'DESC C9 00o 16'30 5304. 00'25.46'N39 V 25.46'DESC C10 03*58'23"5 735. 72'397.73'N38*04'1 3 V 39 7.65'CALC V iiiiNt . ", N38*02',35 V 397.71'MEAS 02 7, A SW I """""""' TION 20---u N. 2,COMMUNITY REDEVELO RW. "51 . . ..... 61 118., PMENT H 2 EAJOBAREA COMMUNITY COMMERCIALQ 3'.NOTE- ALL IMPROVEM i_gENTSSHOWNli :PROPERTY BOUNDARY (TYP.) (C-2)Sild.ORTH OF THI$,,,.LINE ARE A AS Q N, L 1,96 C'H'AINS 4/CONCEPTUAL AN 41L.L. BE V- :k FUTURE DRESSED IN THEI? TRACT 'V111111...1-.1a-* V 4., HASE,411 FINAL 243, PUBUC ROAD 11 N, 5 ' S WIN!g SUBDIVISION P -,'V ',kl ML -XANS 2 AC.± S 11ATEDWSIRE MyTi"I'VES h4 V 1-- ag-,5 b. V1 -1 1 , i , T . ................... . - P69 RELOC DIMSION (PH. 11 AND/OR 111)IV N972:,.64 k5 , A; ,3 -88 67' WW,!vR 1 0 S 1 5 ASqaMMATCHLINEC1.3 ............. .... ............. ............. .... ........ .................. ........ .... .... ......... .... .2MATCHLLNEC1. 1 & C1 t5 C 75Am C 4r wl I LAWM - M ATC14L[ !;J &-C1.4__pr= ------------- 777_ "E'_ A3l , , ;,, ";I, 771prm01" A MATCHLINE C1.1 & C1.2 I"N N,A 0 127.60'il`v 0 20' Btlh TRACT BOUNDAO R=127.5'TYP-) PCCOMMUNITYCOMMER!fl A1.7 F."CHB=S6959'63%V CHD=87.44'aq:d.C-2) sfusr,-4 A's6z 86TRACTTRACT2 B C, 0.55 AC. b D . I N - a - 0r 7,yV, . ..... 100 YR FLOOD ZONE ELEVATION 01V t- (1 17.4)ru WNLUJ` ----------- .... ............ U.W A . ................................FUTU RE PUBUIr ROAD.i'lY Al2-LOT RI ILI 72W`0 V 4 D JURISDICTIONAL WUL.AND UNELOT #4 FLAGGED BY ENVIRONMENTAL S INC. X 2 py ON MAY 10, 2010 AND APP, BY SJRWMD.U1A EHASE I g I *-0 B" EdICATED TO THE CITY As URIPAIR M ek-c A TRAIL, CONSERVATIO! TRACT V SHAIJ_ BE D AND"' DRAINAGE EASEMENTN20C1- K14o`_,IL L Rw [I M A,4 CLNU0fAW _ sH- -.. Zft.'Y" _._ _ 1, , "N'""' /" I . . . . . . . . . . . . . . . . . A z4 32'62' I ..... .... ....M. 74A; 2R R=121,5'Z CHB=S65*T29E S89'48'26"W '1: hu""4 LOT #L 7 -145537' CALC PU-, W-L A 7 %Js 43i- 8 S. BWFORD AVE. .02.96' c, , I - 89 E 193.33 I , M ke, z 4 U7' TRACT V !__ N8 - 8' 12.87 AC.± J IeDST) R-O'W.,-UNL C,4 A IN/ M11 -_-_____ ------ I— 9 9i.3F C CHY-S79- bV CHD=54AW 7LAz` a.POSED 30' M EMENTfffLL -UTIL1.42' ' 0 z f IVYVI E, R.D' 20- 3- BE-IVNET ON4SW o R 6A"4KVED 04 r- jr` 2,1 NOTE.- WATER FEATURE WITH FOUNTAIN SHALL4 T:LO # 1T e `V"118 '; N Al2 1 .1. 11 0 1 EASAC.jE41407, BE PROVIDED ONCE PROJECT GROSS SQUARE0A-3i FOOTAGE EXCEEDS 50.000 SQUARE FEET. Shi,,4RPA- UNLOTBO 0141 Sj P E.1 T A/, C:)RNED`_?,-S W Cc 1 1, 3 ' 7 s SE -C" RiV-..A J. AS 0 IA.-V j . .......... I 111'._'?, .3%ri. z x4l .... ... ... .Y Ax CEL itl_' I ..... .. _, NORTH SR 50 R-O-W UNE L -4,4 Al23 5 CIW--, INS D`1'1'_-"-C 4 A SIEE DE-, N E 7 - 10 N 2 80' 01 80' 160' 4D T9 GRAPHIC SCALE OVERALL SITE/PHA-ASING PLAN 7 0"'I 2;5 84.JULDINK3, E 4- P `1,." 81,9 1354 31"1 t. CS, 4t S89*4826"W 778.90' CALC N, I`? ME`W 1 k 7 eyx, I V21 CyffsrCOLL-DRI- B"T . .. . ...... 1 r I .............. . . ........ . ........ . . . ...... ......... . .. ...... ! 1 ................... I .......................... 4 I . . ....... 1 - - IJ , 1 . 1 .* I ! 16- .1 1., . - - '. E* OF 0F -_-, . ......... ..... . 1: . .... ......... ' ill = 80' 7 - REVISIONS NO. DATE REMARKS 2 8-8-11 CITY FSP COMMENTS 2 M im RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 x CHECKED: IMR31 m R.h 7r yi-0-jf AS )F I . .. . ...... ...... I,.-. .....i P_ K 0. ...... ..... . .......k., -E-E 5 k _.m." U V iiiiNt . ", j, J.ft.117.4-- GENERAL COMMERCIAL ol c c co 4. C-3)COMMUNITY COMMERCIAL ko C-2) 3 -1 ill = 80' 7 - REVISIONS NO. DATE REMARKS 2 8-8-11 CITY FSP COMMENTS 2 M im RAM DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 06/28/10 x CHECKED: E M MATCHLIW.pl.3\ D" IQ' 71 IIJ 2 . . ..... ....... w END 12 7 L > J, E. 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PROPOSED TRAFFIC SEPARATOR TO - — - — ----------- .......... .... . .............. . . . .... . . .......... . .... . .......... ..................... . .................................................................................................... . ............ ... . ..................................... ... . . . . . . .. . . . . . ............................. .. . ......... ..................................... ALL SITE/ADVERTISING SIGNAGE SHALL BE PERMITTED SEPARATELY AND NORTH ................... ......... Ol 80' . . .... WILL BE IN ACCORDANCE WITH THE MASTER SIGN PLAN. 40 40' K. ...... . . ................ . ... . ... ....... . ..... .......... ............ . ........ . .... GRAPHIC SCALE ............... .. ......... .............. ......................... .............. . . ....... .. ............. . ..... . . ........ .. . ........... . . ........... . .... SPECIFICATIONS, AND LEGENDS, IN ADDITION .. ............. ................................... —SPECIFIC NOTES AND REQUIREMENTS. . NN N(' TO SITE SITE DIMENSION PLAN 1 40' INTERPLAN9 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 0 ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: REVISIONS: NO. DATE REMARKS JL_ -kq'k Alk 70 DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 06/28/10 cl A ICHECKED: L11 .0 FE 0 7jJ MATC H LiNs. E C 1 `.3 le: RPLAN W W w - "N - 7� W, Tr47, INTE ........ ..... L) a, ZZ .4 C C", J '5 .7, ""m A. j 41 01 w1befT. 'n a .. ......... x J,� N A '5_ r" 550 ARCHITECTURE V ENGINEERING 127.60 �7 --z 71.1 ra .0 j 335.79' ­vz kJ 'A' J, i0 INTERIOR DESIGN 6� 6 2 J!". ,I R=1 27.5' PROJECT MANAGEMENT m ",�A 0,11".. 6", CHB=S69'59'53'W .7 T e J11-1. AA 003420 ­1­4, 000, 41.�11', 660 15 I 11CH N k �. T 1113 v A CHD=87.44 ;00 CA 8 -, 2111m, T DA t' 159 V, 3 TRACT q 1, 62' ....... tz: 0.55 AC. ;b (A, 604 COURTLAND SIREE, cy) 0 1512'1� 8 6-AC4, g N4 O� EXISTING STRIPING TO REMAIN SUITE 100 v V' 0 ""J < 'o j (p ORLANDO, FLORIDA 32804 PH 407.645.5008 U.) "A r1/0 A I-` . ..... Nl;;` 7 YELLOW FX 407.629,9124 v 4 RA Ciw:, N 00 0- I-e"..97 4 SEAL: 3 co, 1.69 AC. --t �Qml "i e.--no -k c4lif m", .1. J� . ......... �4 c" 440 A oi ZI 400 -j .4, N z Xt -W Ah w! Q 5 I 4 4, 9 -0 tl 5 X, JI TRAFFIC CONTROL & SIGNAGE CROSSWALK STRIPING (10'xl' THERMOPLASTIC STRIPES IN FDOT R-O-W, 1' WIDE CONTINUOUS STRIPES 5' O.C. 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CHB=S69'59'53'W I I`FM'._� 7 PA Rall�,-, CHD=87.44 7`7`7"'70 L_ _J ------ J_ L_ _j _e w � rig I INTERPLAK-4i I ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629�9124 �� I =1 ROBERT ZIEGENFUSS, P.E. FL REG # 56752 R CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08-08-11 C11Y FSP COMMENTS 3 11-1-11 CITY COMMENTS DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009,0280 DATE: 06/28/10 CHECKED: I I .. ........... I.. . ......... . . .. ..... I I01c Ii INTE LAN I ......... . ARCHITECTURE II ENGINEERING IINTERIOR DESIGN IPROJECT MANAGEMENT I....... ... .... .. .... I AA 003420 I IITREET ............ .............. CA 8660I . .... ... .. . . . ..... .. .... .... ... ..... . ............. . . ........... 604 COURTLAND STREET 7r I.............. SUITE I 00S.. IlISOMMYmWOF N .... .... ........ .... ....... ORLANDO, FLORIDA 32804 T PH 407.645,5008 2I FX 407.629,9124r .................. ............ ............. .... I. ......... .. ............ ........ SEAL:f1t WIC2_ II .... ... . . . .... . . ..... .............. uz 0 II I ................. IIIIII IROBERT ZIEGENFUSS, P.E. I . ....... . II ALL BACKFILL SHALL BE STRUCTURALIlFILLPERGEOTECHNICALREPORTByECS. l ALL BACKFILL IN FUTURE PAVEMENT OR CONSULTANT:STRUCTURE AREAS SHALL BE BACKFILLED INPOWERLIM. APPROXIMATE LIMITS10F 12 LIFTS AND COMPACTED TO 98% MAX. BE RELOCATED UNDERG_R'0_U_N'D EXISTING,\ lIOGRESS'::',,. ....... . .. COORDINATE WITH PR - 1 ... ....... - T- 10- UTILITY POLE TO BE REL%A DENSITY.,— .... . .... ABftQNMENT OF EXISTING SANITARY SEWER RGY Ail ........................... .... 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FLEVATldffI- - - - - - - - --- - - - - - I IIVEIII4& S: INV" V1 1954 A CLI ro 5.58 355 I II 'PV ' cTop "3IIN .... .... .. 1 0 C! -0,,NS DESC ........ . 35 N PS. I L U v U GWO N 104 /* SE10E /v II0 1 41 A I 20 . . .......... .. . ....... EXISTING STRIPING TO BE REMOVED --------------- TO .... ... ... ...... ....... .. Al' . . ........... ..... LIMITS SHOWN 17M 'MOVED & Q. - )&41 ............ ...... ly MANHOLES I ..... . . . . . . .... . ........ .......... 17M js 20 p LuILj F433 I IIIELOCATED II 5ANITARY I GUUM — REMOVED ON cr) ESS TO,,4E ABANDONQ FLOOD ZONE ELEVATION (11I 'PLACE 0 o R - tss OORDINILITY I f 785 bft #N&AMv I - ) MNG GRA L I SEWER IN I I7.4 I M if II - — — — — — — — — — — — — - I EXISTIN6 UTILITY EASINE .... . ..... ..... I ................. ' 1.37' CAL .. . ... .... V TO BE TtRMINATED Sff - - - - - - - ---- - - - - --- - - - - - - - - - - - - - - - - - - - L7,, 322__; qNDMQN OEIS89 ' 46 ' .!T APPROM AII. . ....... ..... ... . ... 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F R'AMM" ............COPYRIGHT @ 2010IEXISTINGSTRIPINGTOBEREMOVED L WiMENT INSTA0. 4 , " 21 INTERPLAN LLC RESERVESTOLIMITSSHOWN . . . . . . . . . . . . . . y ' 13M S EEXISTINGGUARDRAILTOBE RESTRICTING THESE DOCUMENTSIREMOVEDTOLIMITSSHOWN COPYRIGHT & OTHER RIGHTS IJ73 NOTE: DEMOLITION AND RELOCATION OFWvL I ...... .......... TO THE ORIGINAL SITE OR I.......... PURPOSE FOR WHICH THEY WERER-O-W SHALL BE COORDINATED WITH FDoT. EXISTING IMPROVEMENTS WITHIN SR 50 I PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS AREW55 . .... .. -16 I .. ......... .. II73., . . . . ...... PROHIBITED, II ............. - 7 , PC= . .... ------ - S8948 ... . ........ - 89*4826 W 778.90 I ... ....... I ICALCII. ........... . .... 10 . . . ........... I . ......... __E7p ......... ..... .. . II..... . ........I WHITE LINE ....... .... .. .. .. . . . L I. . ......... .I.... ......... LJNE- ................... I -NEXISTINGUTILITYPOLETOBERELOCATED/ __f "I'll , f. . ........... REMOVED lj " I , 'If EARING .. ........ ...... . ...... colviv AL -4DRIV, .9 ........ ... .... -COORDINATE WITH PROGRESS %;/ . ..... = .......... .. .... ............ .... .... . . ........ ENERGY ... . ...... . ...... ................. .... . ......... ............... . . .... ..... .. . . ........ I II. . .. ..... I I . .......... -"" ........... . . PROJECT NO: 2009,0280 0180' 11, P :, .?, 80, I160' EXISTING TRAFFIC SIGNAL BOX To BE ............ I DATE: 06/28/1 0 GRAPHIC SCALE I MOVED6FEETNORTHOUTSIDECLEARZOI L III A I EXISTINGSTRIPINGTOBEREMOVEDPIIOVERALLSITEDEMOLITIONPLANTOLIMITSSHOWNNOM80' S, Av I I — 0 0 . 0 0 m 0 . m . I *, ? ." . .4.."-. -,.-- -,-. -. ... ,Pl, 1"111' -. -.....-, _ �n_ MATCHLINE C3.2 . ,:il __,": ,\�, "I .6 -111 i 7,tI1i:. -- . - 1 _ . ' I .,­.ss - I 6-�"'�. ., - -Y IO�0� p ). .116/.�. 4,��,6- .. I�o��� � .%a .. ��;L. +" . . . . "IWz, : �. 1j !i j: -7 1_-II-I- II" _ 4z , - - � ,-Q-r CAL - C , I�, . . C _-- ,� " A !,l ._�7_��. . ,�" �,� , ,,"" ;:"`,. ,:�,",­_Y-v-lMATCHLINE C3.1 0y7y6 1 , .,,- - , �", " I Ii,�PUBLIC MANHOLE#3 iI, , ­-'�' �1, , ,.- a , . A!� ,TOP=125.2;, .. ".� "_'�-,�, ., ,-�-"�_ � , 11 ,..4 , ���.0 ...... I ,*.?v ­­"L ,,,m 1..1L­w� (NW) 8INV. (DROP) = 112.00 ', "c-_,- - - - - - ---------,---,-I-I-I-I-,- �. (SE) 18- INV. (IN) = 108.06 X;,",.., % ,I' .o,_, I'"�. EXISTING FIRE HYDRANT LOCATION (NE) 18' INV. (OUT) = 107.95 �I%�, , 1FUTURE CONNECTION TO 10WATER MAIN �_ . . FUTURE 10m D.I. WATER MAIN - FUTURE M.J. 45! BEND TYP. _-; \ - 52 LF - 18m D.I. SANITARY 10mx6D.I. M.J. TEE l..• t­",N-, - - [,�'�. -�­0.21 % SLOPE FUTURE 6' PVC RECLAIMED WATER MAIN r,," C4"i,, x I z "'"" ,,q , FUTURE FIRE HYDRANT ASSEMBLY ,- ,,��, o? " lr2�10- TRACT ri 11 11,\D.I.i. WATER MAIN '�.__- "l.�.: 7/ bII "-1TRACTk ­XZI�I_­/ , I"j- 0.86 AC. ± /. .1. ./ ......... I .1N . .... I 1 1 rIl .II 3 j 9 I - " '1 I ,qa ",'\, "/ > l/- i. .l-FIRE HYDRANT ASSEMBLY , .. I � _, 1-J,'N - ,,,'i\ // p-1,0, A11 IT I rt",t'.,1, 1 I- / I / / NN Z1491I / . "" .. f ,...... � , . I ", , , ,".. .�- . ..,:. / ....... I �x I I , ,..\ \ T,,,,,i,':-,, I ; , . X,11 " �,1,, e,.,, ;,. � IN, 1./' 6' SEWER STUB -OUT 0 1.0% SLOP) E I, �& N_-_" ,I , � 1A: II - - ,,'','_' 1e , .,:/ //I TW 11R.A0FUTURE 8' PVC RECLAIMED ., / / /!4'N", / &&IMWATER MAIN / / / __­_'.., . ,", .�. """ 42PE DOMESTIC SERVICE TO METER BOX .,...,i M._� ,,1 i ' OT #5 '4 -" 1k.. 4�-v 63�WITH CURB STOP TYP. 11,.�l" "//' vi SERVICE V1-2.72 AC. ± -, WITH PHOD CTAD hVDN &% A a 17 F-1 F1 `£'.. 10" WET TAP ON EXISTING 12- WATER - MAIN W/ SLEEVE AND VALVE ,.; 11.11 �-, k' , - -,� EXISTING FIRE HYDRANT � ....... . . �.'_, Q,x1�: <`111 I .. � , , ` ..->­-` A2 NOTE: ALL DUCTILE IRON SEWER MAINS SHALL BE LINED WITH PROTECTO-401 EPDXY LINING. -11 ..... . .. . . - __ f SITE UTILITY PLAN m .\ _` - I , - - '. �.. ."., , _­ . ". I., ..... . V, ...", , . I : C F1 . "I N I : 6 SEWER Sluo-Oul v 1.107o SLOPE k1m) C7 ' I .", I I i : - '. ; / N 7 . ; INV. = 117.00 �o f"'I"i .1 � " .. I . : 'i I A.� �. . � �� ..... � ..... LOT #4 I/ .& 1, F;�,_ J/,�. -,4.) 0 - ­­, , ..... . Ill, ..... _,60 PVC RECLAIMED WATER MAIN M '. '. � - $'JU7. F - - � ...... I .. I �.. : I j::"­-j - � \ . : , < �. : ,I2 � 1.07 AC.± I : PHASE 11 t"I'l ` 71 I 1 $ ..... � -1 - - ,�� i,',�,-, I ; $ � :-,:,. / - , I I ... : I ... : ", / l � FA . � I , - � ­­ 11 �, I r ­6 A �1'1 1� -7 -, *�,,­ , 6" PVC RECLAIMED WATER MAIN ZZ 8" D.I. WATER MAIN I . FUTURE 10" D.I. WATER MAIN , f , I , i _- I * , t I , -_ Z,. V ""'I'D I U) ,S� / , 'L..,.. ...... �. : - �­� , -: APPROX. 290 LF OF 6" PVC REQ'D /I I : ,___ i �&_" f .,:.,. . 1, . ... € 8' SEWER STUB -OUT 0 0.4% SLOPE' ,1 5 ".1" 1I : 1 I/I/ ZZx x I,at I . :k!.I,. . _,, . - r1iI ,r" I,"::", "I,4 .' 1I,1" 1A, r ....... �6 I, < .11., ­ , ., 4eAl%0l, " 1.1 ".,. / .-./ / I .. `fir 1.'1I 1 '` . ,, / ,/ 176' SEWER STUB -OUT 0 1.0% SLOPE (TYP.) I1.,I I "-,'� I f / e,1". INV. = 118.09 ................ -- . /W07�61- / ""1 / I PUBLIC MANHOLE #2 I -: ll / ilv . TOP 125.25 7C7FUTURE CONNECTION TO ". ,V,/­: (NE) 8" INV. (IN) = 110.50 WATER MAIN 1"1" ;�1, / rf/ I (S) 18" INV. (IN) = 108.82 ,n- - / .::�; f --"/ \j \ (NW) 1BINV. (OUT) = 108.72 , I / .)] '. j��40 JUMPER CONNECTION TO RECLAIMED WATER'.' T i""Ii // f."v�-..1,- FIRE uvnoAkr Accrkolv FROM POTABLE iAiku/oo7 oAmmirm nonffLrro ro � 0 .1L / l..1l.../.....'......,./,/. ....1..I..l.I.lI \. 11. *....".l,.l". 1.1O ..,... ..,,. ..,.".,...".'/., .i.., "/'....'...- .................. '/ 4-1 ,I '-. � � N4 _ "/ \.,11".. F, /f/ � II .... �-,- 1 / ,, � . ! " ' , ,. .",.) ." p ... : !\ - . , *,. . I - / ;. "-LO#3 IJ1 4 �", "- :Z, ,\ x {/ RESTRAINED M.J. BE0 TYP- ,, Z/ I. `/,\/- FUTURE CONNECTION TO \� f - .�..� .)... .l./..4. 1,./ Z ,8D.I. WATER MAIN ,/ "'A " ' , '.. ""/.......... I.�, .­ " � `f�,\ / , RECLAIMED WATER MAIN I ",.I , \-,,, 3 f"/A/,I �,-. 1�.,­/,,........./I`4 ,1 ­,";.f�"; , 11�. :,;,� II --, - - -- I / ..,�N / , %\� )/ Xp.=13M.�/­­­ N. . .-... I .____.� : .1111, .......... "I /, ".�I""l,. �l`!i w w w w AN, k! f 1 u -4."I-/ ', -, s K \ ...... \1�1 ," i.\ /- I -q. � �,(r - I , .,` 11. `.I.I � 1­1 I - :.I .I I, 11 - a- I . , '-.,- Ii- " f ." ,\ , ".,..-,­ .,, �j-.. %\ ' -- lIl,1 1"\1 I .- ,1 � ,./. I. - I , I 1 V B \I ,.­: I N, - RN Rw RN /I % ,,. , 6SEWER STUB OUT 0 1.0% SLOPE TYP.l ,?, _ I `,,"-! "i a GATE VALVE ,TYP. _ 1" ... 0 $,��, �;," 3, ! ,,.­ ,JZ\ -`," 1- 6PVC RECLAIMED WATER MAIN F �"1 &-, ) 1, /" 1/s I g,,,- •''i­�3.`�,l x PHASE ,,1 � " I,,_1� 1%/ 3 .l, P �" * P­��, I" / 80 PVC WATER STUB -OUT I Ia / _. >? , ­ "'" . �j7,5/.I� %, I / �- at; 0 bLWLK STUB OUT 9 1.07bLUrt (iTr.) WITH uum blur klm) Ir- ""/U "- . 3 � ,1."" , ­,`11'1`', I �%Vl /2* PE DOMESTIC SERVICE TO METER BOX I � / i ,\k - LOT #2 / ",",�,z 11I WITH CURB STOP (TYP.) - I � \ ./ . �L"- I I/1.42 AC. ± 0 ,2364 LF - 18D.I. SANITARY` � \ C7 I / f I-'A0 0.16% SLOPE 8.', I m ,�.,/'� 1/- WL- -- c, I lI1 . FIRE ASSEMBLY .I— f $ -lP_ f /I` I//A �I,N*. �"-A,, I I I , . f, i-4I i - /�, Z\i "'.,� , ,. , '."� -�I �(? I ,,j."z.%.7....-�.. I'IL3/ ,t,, I �t 1lI V lz."....;`,.".:....",] 12 10' D.I. WATER MAIN 9- �u.E1AYV-IA�-CI_EE T , '... %v.-.-:.:-.��': I n - .. . .. .:: . k . ..'�,,�'._�. t ? " . � .. I / ..... s F , �­ ­- i . 11, I . N",�,,�-`, . .�.:.:.:.:.:.,X.-:.:.:-:.:.:.:.:-:..� , " . I. \ V.,3�, .... " :� . \ 1%111 ...... \ ........ p� - I., . I ...... .......... ok 10 wx6m M.J. TEE , , . . ­� - � - Al I � N.1 I " . N � . � ",/ ., 1, i ,�.:.:.:.:...,�:.:.:.:.:.:.:.:.... , t, � f.", , . , l , ,�:.,.*.*.*.*.,��'................ � , , `�' __ r \ . � i, /' / 1�. ,--A i L., / ,�! 2.1 5 AC. ± .: � . ,.,.,.:.:...,,.,.:.:.:.:.:.:.:.:. . A , "I '. . , I . . m ,., , _ , , I - � I " -N, S .. i � , , ,., ., . " I � , � %, ............. -11** "' � I . " � . . . ...... v ......... L , / " .... " I ...... ....... , 11, . -EXISTING FIRE HYDRANT � "/,"... '.. "' *. � ,., /00"rl "I % ;q _N I" M" "' , � 1 11 "'...,*�"- ., �. •`l, "1�11.'.:.:.:..1,.�,x.:.: �1-:-.. I j , "."i. . : I.- `1 S: - � ".,., . I I / I I ' , ; . ..... ­ 03 ,.�-- /1L / .".11 5 '. . . -," /.-.., I . " " \ , 1. .:.:.:.:.:..�-.*,-..:.:.:.:.:... , TO REMAIN : I . . ... '.....'... : . - -, . .\.-M "'a L. Wi ,f,'-1___ . - m zt , a I , � % 11-':m­, N. 1, ..," iii : . ., / .11 . -� I . _ / :1 ;1 ',*' -, � I : . ,14� - . " s', "I ,�,.:.:.:.:..,:.*.'.,.'.*.'.'.%'.. ., . 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DATE REMARKS 1 06-22-11 CITY FSP COMMENTS 2 08-08-11 CITY FSP COMMENTS 3 11-1-11 CITY COMMENTS DEVELOPMENT OCOEE TOWN CENTER INEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE I PROHIBITED. 1 PROJECT NO: 2009,0280 DATE: 06/28/10 A , I t ; I , , CHECKED: I I � m I L I , m - I 31.1­ ­ '11'11*1'�? .11 , I" I Ll_� �_` . -­­ -.�'..i - � ? -.,-,. ­, 1,11 .. _f .-..-,-, �,- , 't . ,,, , "I". � "'.. , ­� ...... . �, ',--.-.----.--- ,,, - ..... . . "', / ,�:...... � ..... . '­­ , ". -,,.' ., , I e _� ilt �, . , , f e . If 11. 7 11 "k, , , "" . � -,-. : . . ..... c , "`�"' / I ""' ' " , , �i�o " ''I I "'.i -,­___/ , ._ ,,, I I 11-111---, "..". S ­7`2 7 `" I " Sbs_�• , "' .1 "" "- 'Fe '�"` ' " 1 49, ,-- _. 11-1 - 11 I Ili­�__ I., I --"-,I � -1 I - I � .... 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LOT #6 8.57 AC. qp v 2's % C n A, A NA PHASE 4 Ll% w 4, k1f.,".1i m NOTE: BOTTOM OF STORMWATER POND #1 SHALL REMAIN AT EXISTING !_3 GRADE AND EXISTING TREES AND NATURAL APPEARANCE SHALL BE PRESERVED o TO MAXIMUM EXTENT POSSIBLE EXCEPT AS REQUIRED TO CONSTRUCT BERM 121 R\l N. �Nlx 8, TO PROVIDE FOR USE AS PASSIVE RECREATION AND,�."_ 9NMENTAL ENHANCEMENT. ff.R M ii if oc& �12 xl: v, .. . . . .... ,51, if k, ... ........ .... 8 if . h�v i . . . . . . . . . . . . . . T CT RA j D :A .,.x DIVI x PROPOSED DRAINAGE BASIN 'Al f PY., -7 el' ................... 66.221 ::% .. ................. wr Nni g, 2,", a V A -.A�F F _8 ... ....... . 1 Now ........ .... ........ ..... ..... ................. .... p, ww� W* Ml wll� wl� 7 - - - - - - - - - - - - - - ..... ...... ..... - - -------- _­_," _* - --------- p"I Vl� 7'0 \11' gz MATCHLINE C4.1 Z, z . IK 415' ROPOSED 9RAINAGEc If A Slkl` DE ls'z� A77 68d "N' A.. TRACT 1113"1-4 .7 11cli '�3 BORING B-11 K� 1""�TR4CT -F `5_ 6`­6`8 "c. �W _ .55 2 PON f A .. .... ........ .71 U BORING 643 A N�, -100 YR FLOOD Z NE LINE (EL 117.4) VTRACT "G11 . ...... .... ... .... ... . . . ...... . .. . . . . . .... ... .... .... ........ ... .... . I., 0, n 4 *;,,e:,:; ........ ............. .. ... .... ... .... .... ........ . BORING e 4ppo.)X. EXISTING,YDRAAbE BASIN --l)MDE`­:-' EIEV. 121.0-2A oc4 e I. .. �,' I / POND Al -2 BORING B q v F -A,- A13; V,% ..% . ".. :". ". '; . 0 - , i, �%, I - # %`­ - ­,t. -L - . ­"� -­ -, -.OT,:, ,..5 . . ... .... :1- M, g X.XA, 47 52- s #4 'ooe 10T, _3 OTE. NO DEVELOPMENT SHALL TAKE PLACE BELOW THE C 43 .. .... ........... C.± . ................. EHASE 11 00 aNd! 1.07A' V�, n� APPROXIMATE 100 YR FLOOD ELEVATION LINE SHOWN ON THIS PLAN TO PROVIDE FOR THE REQUIRED 25 FT. AVG. WIETLAND 'N 0 -,;, LAA BIN E( DRAINAGE WIN BUFFER. THE MASTER DEVELOPER SHALL BE PERMITTED TO CLEAR t I A, 0 .0 THE FLOOD PLAIN OF UNDERBRUSH AND INVASIVE SPECIES USING "Off 12.3 APPROX. EXISTINa POST-O'EVELA DMINAGE BASIN DIVIDE 8 AC.± �j -MECHANICAL METHODS. 49PEFMOUS NON PRE -DEVELOPMENT 9.991, AC.± MAX. el AC. ----------- -------- ------- o J? 3 j, v< ;'w, . .... .......... V, % a, WETLAND 11 a -at le, V__ 00T #3 AREA 0.425 AC. S89*48'26"W 551.37' CALC -7 O� "ll"'ik) n A-1\Z W_�........... . .... .. . . ..... ........ .... ... .... .... ... . . . . ... "I .. . ...... . .. . . . . . . . C-4 12.8 7 AC. -3� TRACT . . . ........ clq S A< A 'A �,O p? ,s Q) k,, A. . .k % 1�n Y -7 c," L 'R �Nv 1, 42 A A-� % BEIV, VE T RT ol DDRI.... ........ .... .. . .. V� Wd B 5 1/ 0 C- X-N . ........ ... Is CJ A ­v "N A 00 '41 % LOT -.0 cel, 2.15 AC. . ... . ...... E 'c',7 RA . . . . . . . . . . M. Rix.: x W c1lb x", 'w" A CL .0 5-� 0"teM.0A, - M-9 z: A j 'N0, N _5 .W . . . . . . . . WV (5 j 4 P ..... ... . .......... x A N, . .............. L6 p 5- W­­'AA5-' 71W %­ . . . . . . ... . .............. . .......... . . . . ... . .............. . .......... c 4 V" �F%� 77_7_1 .... ........ ..... *22­ . ..... ........ .... 5 ... . ... ..... V Z� ............... . .......... S8904826"W 778.90' CALC . . ..... .... �l . .......... R, ;i . . ........... . .. . ...... .'M I 1 ­111--­11", ­ ............ 1, ..... ... ....... r-5 . ....... . ......... Y2 . . ........ . . . ............. ........... . . . ...... . ;.4R . . .. . . ......... ...... .. .... E't _,",% .. ............ N. "x 7 v 03�N ..................... -.­lx­'�, ........ . .......... ......... ........... . ............. . ........ ........... X.... ........ . ....... --- - - ----- ...... ...... . . . .. . ....... . . .. ..... . ....... ... L a. . . . . ......... . . .. .. . ............. 7 Ld, ........... A . ..y . . . ....... ...... ....... ... .... ... 1. i44� .. ........ .... .... .... .... . ... .... ... 7, ........... ............. . ... ...... ................. ............. ".1 . . . . ....... . . .... . . ... . ...... ...... ........ .... .. .. ....... ....... ..... ...... .... ....... . . . ....... ­­ll ....... ....... ........ ....... 11 KESTz'. ....... . ........... ; . ........................ .............. ........... ............ .. . . ............ ral 1� U%_ - I I ­___ ------ :::::::: a,-, = 2 --- = -- -- ------- . . ................ . . . ...... . ......... . . ....................................................... . ...... .... ...... . ............ ......... . 'T' rR, W�, 1.1.%,!lll.._l."'ll.l*--.l:: ........................................... ........................ . 2 ilk . ... ...... .. ..... . .. .... .. ...... .... ... ............. . .... . ........................................ ............................ ... . . .... . .. %%X -�4 .. .. ........ '4, ........... .......... '2": 7-� ............ ... ja ....... ... ...... ................ j 3. 80' ol 80' 160' GlA,PWIC SCALE OVERALL DDAINAr-"" E B AS I xf-I /_XNN.� ........ ..... ............ . ......... .... ...... OF, fN t .01 V s., . . . . . . . . . . . . . . . . ...... IN MAP 1 80' k., 115.45 ow NORTH 0 A lbff ERPLAN!_Ij 1 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407.62YN 1214 1 SEAL: IROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: REVISIONS: NO. DATE REMARKS ju- ____ �x DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTE TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARI PROHIBITED. 1 PROJECT NO: 2009.0280 DATE: 06/28/10 CHECKED: T� I 7 MATCHLINE C4.1 14 102 LF 18" RCP @ 0.43% SLOPE C4 INLET #8 (TYPE '5' C.I.) TOP= 125.50 TH 1ROAT=12WOO INV. 121.50/13OTTOM 114�.`00 1� IV. f", x i,emsmi Iisommi oiiiimi Ifew iiismoi ImiimmI ammemit mmmimiI Iiiiiii iiiImia iiiiiI iiiiiii iiiiiis iiiiiI am- k Iid% ..J L+ 111 11111111 -0- iI� m, -T, -�", III pa P, _17-7-P 1111111 1111111 11111111 1111111 um IIIIIII IIIIIII IIIIIII 1111111 11111111 1111111 11111111"1101111K m mr OffERPLANS POND #1 T12 1=21-L A., T 7 2' 1 1 1 V A." 7 8.73 ACRES1 E- I Z= HDPE ............. j 12 .......... .. .......... ...... . ............. . ...... ..... 2 117 7. --I rn, -r f2 . . .... g 9., e� c ARCHITECTURE ENGINEERING ­725.0 7 119.c w 41. ....... .. :I,,��-,:",�,.",!", `fi2,_�� " �g---- - 11 11 e'.i� _� �;", ^ A PRE DRAINAGE BASIN DIVID 124.0 E INTERIOR DESIGN Y 123.0 PROJECT MANAGEMENT -122.0 Ic V MITERED END S�CTIC N AA 003420 INV. :-- 121.00 ... ................................ ....................... 41 SLOPE TYP X,­ i, ................ .. .......... CA 8660 .............. ........ '51 It. F'BERM A ........... r T 11011 ROU, GRADE TOE'O 11CIIII FQR� POSSIBLE FUTURE CITY TR6k',i 400or R 0:1 6..FEETWPE,:I;).,,,,r- TRACT JL 0 1 z cN, 604 COURTLAND STREET 0. 5 5 AC .,j 4, SUITE 100 s - t_.. - Z� 8 6,,: C. ........... PONq� #2 0'± LF 18" HDPE STORM '-Y cl ORLANDO, FLORIDA 32804 TORAGE 9 ELEV."i k6L1*.O* a*c*-' ff** PHASE I PH 407.645.5008 4' STUBOUT @ 0.50% SLOPE A LAKE BENNET DRAINAGE BASIN FX 407,629,9124 A- .................. V < FM N ...... SEAL: ;t If 'J ........................ TRACT 11G11 0.9± AC. V-1 INLET #9 (TYPE '6' C.I.)- ... ... . ... .. PIP v TOP= 125.50 THROAT=125.00 1.69 AC. I .. ........... 'I, A,, T INV. 121.13/BO7. 120.63 .f'., , 3 S�, V , -A \ '.., " % e­�_ I cq I i 5:1 SLOPE TYP. X/ ........... 4 POND P,h l'id u, .......... r7 .......... E I .100 24 LF 24" PERF.O. N I y . . . . . . STORAGE@ ELEV. 121.0=2.4 ac-ft CONTRACTOR SHALL�`OVER tAILAVAlt rVNU t1V11UM 3.6± AC. HDPE 9,.,O.�Sft S Y 3 FT. (TO 117.5) AND KWLAUL W11H �AW W/NU LAKE BENNWDRAJINAGE I :;'. i i , I t, " 1, ­� - A ^1 ­ 15� INLET #f E C.I.) I � ,< I y1I SL; z BRtAK c1IT nn UnT PAUDAPT iMcnmt%_.cnii niPT Mnld k� I - It G. ........... g1`:!i?."1ii z,-,-,-;, Z­-','��,I, ... 126 X k, c� `125 ............ Wl, FLUSH g: "N Qw d. 124L6 2 1,,,` A. . . .. ..... E.D.P. IN Y jl", 2 6, 4- 5P i Il � I I *x" POND MAY BE US� "PRESE IT, TOP= 1 �5 01 ED IF-Ild SILT, NT .......... . .................. 4- INV. 121.06/BOTTOM 120.5�---- T ROAT=12�'.06'.'.'�",*,,'.'.,�I e, GUTTER -�,.72 2 Al ROBERT ZIEGENFUSS, P.E. 3 1 t FL REG # 56752 47 LF 18- PERFORATED - if 0 HDPE @ 0.0% SLOPE OTt" #4 i _u "i, .. ....... WA 1AC. -I- INSTALL CAP AT END OF PIP CONSULTANT: �20 LF WI10F -154F R E. ZGENCY..S�j WAY 1.07. P, SE --�-INLET #6 (TYPE '5 5� N' ............ .52 LF 24 PERFOR�� �"v I -, - OPE @ 0.20% SLOPE TOP= 125.50 2 V �THROAT=125.00 MITIiRED END SECTION Si ,� .1" - , ::. WALE N, ­-,'.;!, '; k '.*,..' )NV. 121.56/13OTTOM 121.06, INVA,�F�, 11 &OPW', .... ....... . '1�2 I" r* � � 0 6% SLOPE� -,w 23 LF 18 ERFORATED HDPE @ 0.2 .0000 0 e. J,::, WETLANDI #1 -15 LF 18" PERFORATED HDPE 0.0% SLOPE(a INSTALL CAP AT END OF PIPE :14 AREA 0.425 AC. ��N�.LET #7 (TYPE '5' C.I.,,,, .1 N 2,0- RCP @ 0.24-7,. SLOPE TOP= 125.56 , . J "i J 6 LID "2,5,2 THROAT=125.dO d NOTE. NO DEVELOPMENT�bR DISTURBANCE SHALL TAKE '!'G R INV. 121.62/BOTTOM 121.12 PLACE BELOW RM MAN�OLE #1 THE APPOOXIMATE 100 YR FLOOD ELEVATION 'STO LINE SHOWN ON THI$/`0LAN TO PROVIDE FOR THE TOP=.122.0± INV. Ak�,fj Go REQUIRED 25 FT. AVG. WETLMD BUFFER. @,STORM STUBOUT r---��,4VERFLOW STRUCTU .418. 16 0'± LF 48' 9DP F S' BOTTOM "',4-T't66 3 125. Jb WyMA�.i4i- 124.10 Lo 1S.."tF 30" RCP @ 0.24%� SLOPE .......... 87 PERF RATED 5% S P P. 108 1 E C4. EXISTING GRADE Jx, 7 5' WIDE BERM WHERE ..... ..... . . . . . IF REVISIONS: STO M MANHOL "' 111", ­ " INLET (TYPE '5' C.I.) REQ'D @ ELEV. 125.0 SWALFi -123.00 126.0 I 24.2± TOP 119 125.2 5 124.0 NO. DATE REMARKS INV THROAT 1 06-22-11 CITY FSP COMMENTS .......... q­I.T GUTTER 11�06 AC. INV-DOT = 118 OTf 11 6"� INV. IN = ov 118 123.99 2 08-08-11 CITY FSP COMMENTS ,.4 -1-11 CITY COMMENTS BOTTOM -2.0 118*06 3 11 125,2 7 5; 100 YR/ Q ,2 HR -2512 1240 S" I v I-X.J tl TO FWT 122.0 ROU61C �TRAIL,_ L )'S PERFORAIED F" �PROPOSED GRADE POND TO SLOP, w :BE SODDED WITH 3AHIA SOD, . .. . ... .. 0 ILAN 25 W ------------ Z-- M-r-T -i,�',W 2 Z5, ......... . 'ev� Ir a R . .. ..... . 2 g 3 LF 24" PERFORATED/ 5Z w: 0.,t HDPE @ 0.3% SLOPE '0 * N 5 .6 .1 2j .... . . . . . '2,,2 STORM &I : SHWT=.1 18.5± 18" HDPE CILIA Z)LUr 4 LF i v Is Al, L %J r 11-5 J 244 LF 24" PER PE @ 0.24% SLOPE 30 LF -D7/ CP @ 0.407v,CSLOPE 118.0 18" PERFORATE. DRAINAGE HDPE 0 1.0%1� SLOPE BASIN I-I)VIDE INSTALL CA 117.0 0, J, PHASE P At END'I -A 0 20 40 T.Q.W,=12 a, < POND BOTTOM TO BE OVER ENCAVATE B.O.W. 1 INLET A M'! 4 11. 01�(Ty K1251".0.) ITH 3 FT. (TO 117.5) AND REPLACE WITH ...... . . ..... TOP=123.00i PERCOLATION) OF ONE INCH OF RUNOFF. EACH LOT SHALL PROVIDE THIS TREATMENT E.O.P. (fHROAT= 122.50 SAND W/NO SILT ALL IMPERVIOUS SURFACES SKU PROVIDE FOR PRETREATMENT (RETENTION W 0 Ooj A 118.63/BOTrOM 118.1S il,,� 1, INV 1F - 24" HDPE -ORM STUBOUT @kO,50% SLOk \, 4 ............... . .. . 10 ST PRIOR TO ANY DISCHARGE TO THE MASTER STORMWATER SYSTEM. Y1\ HORIZONTAL SCALE: 1 20 'INSTALL TEMPORARI(-�NYI_Of L 0 T, ?LAST 15"\INLINE DRAIN PHASE I INFRASTRUCTURE PRETREATMENT SECTION 13-13 VERTICAL SCALE: 1 4- 0yEWR�TE<,.@,1-­ELfV. 120.5 Is ,, I _1 I, I A "' llkft #2 (TYPE V"'-d"L-) 1. W/ D ­q. 4 2 �k C-4, POND 1 DRAINAGE BASIN POND 2 DRAINAGE BASIN TOP=122.90 11J. 21,913 SQ. FT. IMPERVIOUS 26,221 SQ. FT. IMPERVIOUS THROAT= 122.40- INV. 118.9$ ........ 24.7 A3 D 24, LF 24" PERFORArQ HDPE a 6.�tt, BOTTOM ),fb4g 5' WIDE BERM BEYOND 2 5 SLOPi, ................... PHASE I STORM $ 1,826 CUBIC FEE7 REQD 2,185 CUBIC FEET REQ'D . ........ _4 @ ELEV. 122.0 24.0 MEEQBATED P �,MANHOLE Top 1 22.6±/IKY. 118.70, 10'x20' WIDE SPILLWAY 276 LF 24' PREF. PIPE ---------- x --- 14,,mm%, 7.6± AC. 296 LF 24" PREF. PIPE ............ Oe WALE LAKE BENNET DRAINAGE BASIN PREFORATED PIPE STOR&M IPE STORAM CD S 4 @ ELEV. 121.5 XI I.. N CIF MAX. IMPERVIOUS '51 0 5.48 CF/LF 1,622 CIF 0 5.48 CF/LF 1,512 AREA 2A, 2 SF 125.0 .......... LOF E FEINF 18" RCP 0.50% 'ORCED CONC ?ETE . ji r\ �j 58 LF 180 PREF. PIPE 190 LF 18w PREF. PIPE LOT BLOCK SLOPE PROTECTION 0 3.55 CF/LF 206 CF 0 3.55 CF/LF 674 CIF 5�' C 1,� (CABLE CONCRETI OR INLET#3 (TYQE',1,A�' 7.5 EC JAL) ................ 1�1 120.94 4 51 All 2.15 AC. ±­�*­"" i kTOR*T22.90 121lt!i� . ........ 2 d) THOOAT= 122.4 TOTAL. STORAGE 1.828 CF TOTAL STORAGE 2.186 CF .,,i �`.',,,:---� 11 """ "', : INY.� 118.8 EXISTING GRADE 121.0 ..... 39 BOTTOM',,= 118 1vVLJ__/- A I'M- v ..... ... . ... .. ... .. ........... '�`Sl­ J BO IM E.U. 5 LF SEGMEN 04' SOLID METAL -,g.4.5 FT. MAX. HEIGH TRAFFIC BEARING (D TAL RETAINING WALL 4 E iv - ""A c,1 ca, 3 al _A I. ii, k I_ c COVER E.O.P. M F RAM to VI ........... A 0 5 A oal w, )WALE CHWT=1 16.5a: m i - at -V-w�­ w_!iI Is 20 40 60 124.10 �.SOLID Z� K `1 ­1611 7710A 14, 9, DEVELOPMENT A, "No �GRADE BAEAK- 122.8 HORIZONTAL SCALE: 1 20- OCOEE TOWN CENTER 7 WEIR WALL =W1 C5 % v 7 P E?' 0 SOLID 36" WIDE 18" INV. 119.42 77C T( SECTION A -A SWALE WEIR WALL (SOUTHEAST INV. OUT) VERTICAL SCALE: 1 4 en NEC SR 50 & BLUFORD ROAD . ....... .. % �.5 'NV 1,123 TV'/ OCOEE, FL 4 '4� TRAFFIC C, f­ v BEARING SOLID 2 x" A 2 A METAL COVER t1 8.5 \_1 8" INV. 0 1 �=l % 121.88 A`14'1 - .1.1 m - [ 3 5 (N.W. INV. 4.? COPYRIGHT @ 2010 SECTION 'NOr INTERPLAN LLC RESERVES 6 7 �"W L 6 IN) . ..... ...... . ............. . ............. N �jj - - - - - - - - - - - ---- - -_-_------ - ------ CORMIGHT a OTHER RIGHTS 18" HDPE 18" HDPE 4- > 7.. 17 FDOT MOD. NI --, I, �I j.', ;"MITERED END SECTION (PER FOOT INDEX 273) XN1 ej __I, , RESTRICTING THESE DOCUMENTS o K­ INV. 115.50 TO THE ORIGINAL SITE OR I X­- . ..... PURPOSE FOR WHICH THEY WERE _7 ,"- Ax, 7., TYPE 'F' INLET ALt lop. j VIM PREPARED. REPRODUCTIONS, .......... PLAN NGES OR ASSIGNMENTS ARE vh W1 N ....... .... z", OM j%v. w-­-­i[ 2 J, ......... ............ . .. _4 1242 S8_9_048'26')W 778# PcRHOAH I B I T E D. ..11 Ri'. w .............. . . . ........... ... ......... . ...... ............ .... �­� . . ......... P=_, . .................... . ......... . .......... ..... . ........ . OVERFLOW STRUCTURE DETAIL NITS '2 FLUSH ............ . . . . ......... I! .......... ...... ........ ............ 77-7.77N ...... P, ........ R ...0 ............. 1211 W LIGHTWEIGHT ...................................... .... .................. ......... ......... 't . ......... ....... _t . ............. ................ 0"i ...... ........ ... 0, 5 IP R "*""",*""*.**,--'*-**,-*,-*��� ........ .. -WOVEN FILTER FABRIC NON ................. 2 4, w., 4 11 8.0±(M.E.G - j 24.2 9 Z INLET #1 (TYPE 'C' D.B.I. WASH EO .. . .. . ... ........ ...... . ....... ....... ....... ....... 'DOT-- INDEX- #My -1�4­.LF 1 B" RCP @ 0.507., ENT @ 2.07. FROM EOP Q TIONAL .-'SR 5(�,,,P SLOPE ADDf F 2� RAISE TOP OF EXISTING MANHOLE 118.5± TOP=1 19.75 ...................... - - - - - - - - - - - - - - ----------------­--- .. ........ ....... . ...... . 4NV. 116.112/13OTTOM-;�= 115.62 ...................................... I.Iiz �-w TRENCH VOLUIME SUMMARY ............. :. ZW ........... F ................ . .............. .. . ....... ...... ..... . . ............. .... ....... A' ....... ............ ------ --- - - ------- . . ......... .................. ........... ................. e ..................... N ;� ....... . . ............ 04 ................ .......... 4 2.14 stone .......... . ....... ­...4 . ........ . . . . . .. . ....... ....... . ..... ....... . . . . . ....... ...... I. . ....... ....... ....... . . . . . ......... P E REFORATED PIP V .... .. ....... . ... ....... ....... 24" PIPE 3.14 pipe . . . . . . . ..... . .............. . ..... Er NORTH -.0 2 PROJECT NO: 2009,0280 45-- 1.79 stone 18" PIPE .......... SPEED PIH . . ................. x ... . ........... . ...... .......... .................. . . . . . ..................... . 1.76 pipe 01 . ........ DATE: 06/28/10 . ............... .................. . 7 . . ............. . . 2 4 ........... .............................. . . . . 4 � N&I, ..... ..... . . ....... -0i ............. ... ... Q ­­I,-.-,;1`i-k.�1 .... ..... .. I ......... .. ............................................................................ Jz­ .... . ... . ... - - - ­­- ...... . .......... _4W .......... �s K i,­.'�!i `�I.oxx,.Pr 2. If 41 ..... ..... .. .... g1.51 stone -72 4 4 b I -,n 2', 2 2 1,05 401 401 801 . ..... . . ... ........... ........................ . ..... . 15" PIPE 2 . ......... 1.22 pipe GRAPHIC SCALE 'P, 1"'4 .......... . ....................... 'u ... . ......... .... ...... 16 ..... . ........ 2 4, Al, ASSUMES 40% STONE VOID 2,.3, 8 9 .............................. ................................. ...................................................... ....... ............ N . .......... .,l A: ­5'.,*_-.,,,�-',,!­ . ........ 3 1 ...... ..... -WOVEN J_ "EN�, .*".eY - - - 2--,�5 INV 9 9 2' ......... . . Fl_ ... . ..... K P" 35-k WRAP STONE W/NON FILTER FABRIC (US 120NW OR EQ.) ...................... . . . . .. . ... ..... 4 ... ....... ­11­1.11 . . . . ......... . . . ....... Z w WV 0,�`-`,�--` 2" r C4m 1 5 X q ... .. .. 2 :P. n I I-, - - ------- - - -------- �­ ). X.. .., . f z f' wl,:`4:��.',,E_�-�-, K t' Typ I r*11 A ....... ..... 1 40' ...... .... -5 ........ . 22 . .. . . . . . . ............................ s.- CHECKED: A2A L EXFILTRATION TRENCH NITS GRADING & DRAINAGE PLAN . . . . . . . ........... ................ . ... .... .. ......... . ..... ,4 y 4, 4, < > INLET PROTE&ION ""(TYP. 41 i IQ XX CONSTRUCTION EXIT`-`,` — CONTRACTOR TO PKUV1t)L b 1-,­�, THICK, 50 FF. LONG GRAVEL' I *,,,, SURFACE ON FILTER FABRI�,,, REMOVE DIRT AND SILT FRON, VEHICLES BEFORE LEAVINGS .1 f i'J, OPTMM POST POSITIONS -P& PRINCIPLE POST POSITION (CANTED 20- TOM RM FlITER FAWC -_SILT FLOW SECTION DNS'. Q 4-STEEL 71/2rK DIA. D.. 1.33 LBS/FT. MIK) S' MAX. FILTER FAWIC, ELEVATION MSILT FENCE EROSION CONTROL DETAILS \LOOSE SOIL RACED BY SH(IVEL AND UGHTLY CDMPACIED ALONG UPSTREJM FACE OF BALEIL n2 BALES BCKED 13Y FENC S" FLOW MIN.2 SIAKES PER aq& 2-3a' 1 1/2' WIRE TIE IN f SECURELY BOUND RAM REQUIRED MR DUMIUIY ANCHORING LOOSE SOIL PLACED BY SHOVEL AND LIGMY COMPACTED ALONG 1HE UPSMEAM EDGE OF GAM 7 \ T.W 4�, .0 VA Pz, ELEVATION 3 RRIERS FOR SLOPES ANCHOR SALES WITH 2 - 2" X f X 4! SIDEWALK SUES PER SALE. 0 URB & GLIIIER ,�bmmo�� COMPLETED INLET M5 DITCH BOTTOM IN ME mm FILTER F UC DOW W -SYNTHETIC INALES OR WATTLES TV IM INS PFZMMON RE UFS & GunER 1111PARTIAIL INLET MG EROSION CONTROL SOCK PROTECTION AROUND INLETS OR SIMILAR STRUCTURES EROSION CONTROL DETAILS NTS ............ ............. .... ........ ... ............. .......... r ,v- — v— M p r 1.0 AN— ir BER 1 17,7775 .......... A .................... ; W �w 0, w 7`­ - .. . ..... 4 ....... . �. Z_ .. .... ... . Er -z 14U.0 A . ..... ... 41 �7 -124.0 --�'SILT "FENCIf TP.) 'F/ -1 40 A 123.0 !b L N Q NTRA( �.O.­,SHALL Ilk Y �)IAI .122.0 A�j ,E � !kCIZ ER T")b LA 6§10N 6ON B *AD C A'W S016N �OSSIBEE AFTER C60- IOW WiTH" PEROMNt kIZE J A� ,120.5-9 ..... ........ V/ .t, lk P, METIRODS JSOD)w ALL 'P98SOLE PRECAUlflONS"'! I SOD POND WITH NON —MUCK SHOUtD B -0 PRE t'r if ­4/ �Xli L%. 17AKEN "ll EVENr THE'�POLLM[ON-tF LAKE,QENNET., GROWN BAHIA FOR STABILIZATION + CA i 4v 7 :L_J ?v D A 74, 4, 4, .10 11ch T1x11%fNM'%WT 111311 �iat CT TRA 41 + 1�1 41 41 0.55 AC -1- y It -d 41 4, A) C + : ....... .... . ...... .. . .. ........ q, POND #2 N ST �R B E Cr APPA Typ. RAGE-@�-ELEV.-%1%24'.'U='T'.'O"CiC-- +1 "k 4, '1* `k W� *1 41 ,,,,P R OT E CT, W IT H� SIJ F�NCE,,OR 1�1 4, R I E D 4, C"Wo" , 7 TREE;­,&R NCAGE&:: Il E, REQU 7"i < ... .... ........ .... ......... .... ....... ....... ..... ... .... .... .... .. .... ........ . .. .... ... .... .... ...... . .... ....... ... ... ... .... .... .... .. - - ---- _- - . ... .... ........ .... . J -T A� -141 �J T T9 E 4(""� pc- Ir 4� W11_;_111 41 Q/ ;3 k ... . ............. N/ . .... . ........ ... ... .... q,� +Wl FT 4 w % J ", .... ....... q 41 EENCE 41 QIi.-? 41 J .......... "... '7 7 00 Z 7 2,1 AC. C, 00, N4, IL 1�1 11P -41 11�1 4-1 41 054.1, q/ �4 J. . ......... 3 41 ... .... ... q, 'k 4, V 1�1 41 41 41 HASE I I el., ................ ...................... qA W. LOCATION ;OF OUTFALL Ar 1P W 41 SURFACE..?WATER 41. LAT:28*33 vvi 41 W q1 W \V + k + 4, 41 W a, 1. �v/ + 32'1_1 + I LONG:8 7 4" & I& Id INL �61 N`i" V., + h� 0,T R ,ECTIQN (TYP J` LIMITS OF WETLANDS TYP. 1�/ xk. 'p?""Me" 1�/ W '4� Is, + :P .. . . . .... X,, + 41 1�1 i". -1y 4, ? % -�q Y-11P XY­ _J 0 41 W f A-1 SILT FENCE (TYP.) 5 4 TDAf--'T 11111 41 ------ a6. 12. 8 7 L- �, F, Sy 41 "F 01 ny­­­ 4., e -A is, OTE.-JOLAND BUFFER ENCROACHMENT LIMITED TO -ROGGHY 25 FOOT WIDE AREA WITH AVERAGE 3 FOOT ""a 'S" E � il.-I'll, 2 F H, A, I Z Al ENCROACHMENT. REMAINDER OF WETLAND SHALL HAVE + 4 S I IT FERCE (TYP.) x FULL 25 FOOT UNDISTURBED BUFFER. -P, IN�U P\ROTEC ,TYP.),; 4., J. A, f" 1�v 411 Nk 4? 1�11 41 1., 110 41 1�1 0 ".4 2 1�a . ..... 25 FT. WETLA�D"��UJFFER TYP. W ii 4� 141 41 OT L LA KE �v -41 + vlv 4 2 ffkf%�-o q, J is q., ""', .: N, W Q/ 41 ;i'll". < V 41 BENiVE T I& 1�1 41 W -1 3" J "J CONTRACTOR SHALL REVIEW AND COMPLY WITH ALL EROSION/POLLUTION CONTROL NOTES LOCATED ON SHEET CO AND HEREBY INCORPORATED INTO THIS SWPPP. THE CONTRACTOR SHXtLX 1, 4� 1,, BE RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY MEET STATE AND LOCAL STANDARDS. 'Ivy TOTAL PHASE *DISTURBED UNDISTURBED IMPERVIOUS* PERVI0_-U-%S*-- Z I AREA (SF) AREA (SF) AREA (SF) AREA (SF).--.� -z'AN�A­.(.S. (AC) AREA (AC) AREA (AC) AREA (AC) XkA (AC) 500,940 164,500 336,440 48,134 452,806 11.5 3.78 7.72 1.11 10.40 ......... ... * ...... . .. . ..... . Contractor shall produce a Stormwater Pollution Prevention Plan Inspection ke�brt F&rifI-c66fd6t--­— engineer if one is not available. Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater. ..................................... Project. . . . .. . . ..................... . ....... Name- OCOEE TOWN CENTER FDEP NPDES Stormwater Identification Number ... . ........ 2' XF-1 10 41 41 S I],LT F �N, C E P.) 4`1 (Ty /* 4 El—i" /,_1i,6 e 21 a 12-2.0 IC 4, '1" + 1 1`2 RIP 1:�S, It/ 41 A, A/ !0 CNII 0 LIMITS OF WETLANDS TYP. Y* 1OT # CONTRACTOR CERTIFICATION "A 4" U. t J,­, q.J 2 .15 A, w� V� �,v, ,V,, � , � -'-1, 1 CONTRACTOR(S) AND SUBCONTRACTOR(S) THAT IMPLEMENT ANY PART OF THE 41 q/ ION/POLLUTION CONTROL MEASURES REQUIRED BY THE NPDES PERMIT SHALL SIGN BELOW: 1�0 41 w 4. 1�1 0 0 A km 1K 41 1z, �W; "I certify under penalty of low that I understand, and shall comply with, the terms and 1�/ W W conditions of the State of Florida Generic Permit for Stormwater Discharge from Large and < 4­., - Small Construction Activifies and this Stormwater Pollution Prevention Plan prepared thereunder." ? - 1�1 4- 1;�, v, I Y r_4 d "Or'J' \V i A, '41 w & -t-W W, 4, Name Tilts Company Name, Address & phone number Date A Lit, < Pi " ( , , , , S, `1­ � 7 r 41 1k 11�1 �111 'A Y 1% A 4�, 4 %)CY 4, .............. N + z 441 .11 11 w "Ill % 'n Q` V., 4/ DA, W I v L, J n: "',,90 A, ­f% " ',X 4 P., V if . ...... V.Z. k, J \x W, IN: V� % _111.4i L F A2 Al J X 'N :N. N�4 k r . .. ..... ./A It— aA . . ............. . ........ 'MR . & - ". v , N A A 9"4 8 L 6 4 r,-. -7 —7, J 177 77. ... ... ..... ......... x-0 1Z SILT FENCE (TYP.) n gg? 1; 011", Q % % N, . .... .... ... .... ... ... .... ... .... .... ........ .... .... ........ .. . .... ........ .... ... 0 & SILT FEN 3,,,. C E (TYP.) - - - - - - - S89048 26V 7" 3 J . . . ... ....... _71`1,7 4 i Y 111'_ v 5 . .. . ...... . .. ... . .. ..... .... = . � . . .... *.*.*.*.*.,.,.*.,.....................................................-.-.....-.......-.-.....-........,......*.*.*.,.,.,:.,.*.,.*.*.*.,."**".I ..................... ..... . ... .. ... % 92 J� "!, ,,� 7,., 7.,.­� 11; ......................................... ........ ... X ..... ......... ..... ....................... .... ................. .................. . ...................... . ............ ........... ..... ...... wtN, - ........ . .... .... A— X in! ly . --I 778. ::-­=�:.­,=;:w� ........ . 3 P ............. ...... ........... -.12 4, "y' . . ...... �ii:: . . . . . . . ...... 4 2,3 . . . . . . ....... INLET PROTECTION (TYP.) .......... _C 3 "N' 0, 2 4e:,` J .......... . .... . .. ... . ........ ... . ... ........ .... -------- =, ............ ................... . .......... ........... .......... .... ....... ....... ....... ....... ....... ........ . ....... ....... .. .... ..... cr .5TEE.D L15VIT 45 -Af R 2 2 .4 A 21,,05 Al W,A VA RIE 2 4, .......................... .......... ..................... ..................... ...... 2- ................................... 8 ................ .................. : ......... . . .. . . .......................................................... .............. ........... .. 4 '­6 ...................... !4.4. 000- Si:, ..................................................................... ............ ............. �1 N A 01 4 12 ", , � .­.� :�i :3 , . . �* 3� i'l 40' T .... ...... C L.. AA 24, Or- M bn........... ... . . ...... . .. . ..... ... ..................... . . .................. ...... ..... - — - ------- n."n, X= �,= - . . .... . ...... 'n; . . ..... . . .... . .... GRAP1411 SCA F 0 12,`,,�, '22, 4 ........... .... ....... — 2 �j STORMWATER POLLUTION PREVENTION PLAN 1 401 ......... .. .......... ---------- 2 . .... . ....... . - - - ------- . . _ . ........ ........ . . .. .... ........ .... . ... . . ....... ....... . .......... .... .... ... . . ... . il Z? .......... . . ............ ......................... .... .............. c . ......................................................... . . . . .... ....... ...... . ........ ....... .. . . . . ....... ....... .. ..... . ..... . . . . ....... ....... 92 ............. .............. - -- --------------- ---- — — - -------------- . . ......................... ...... 7 . .... . 7- _n­ V17- 5 41*n'.__i� .......... ... .......... ..................... ... .................. . `7 ................. . . t4 . . . .. ................ - — -------- ......... .... .. .............. .... .. INT RPLAN-9i ARCHITEC E ENGINEER INTERIOR DES G PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645,5008 FX 407,629.9124 I SEAL: ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: REVISIONS: NO. DATE REKMKS 1 6-22-11 CrTY FSP COMMENTS F,0k Mix i DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT @ 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009.0280 DATE: 11/01/10 A C5, CHECKED: 111 IT] A ■ ■ ■ ■ KEY TO TYPICAL PAVEMENT SECTIONS W-BEAM GUARD RAIL (PER FDOT " " -DOME PATTERN SHALL BE IN -LINE NEW 4 THICK CONC. WALK W/ < 2 2.35 NOTES: MINIMUM 3/4" (MINIMUM 1" ON MAINE ST.) FDOT TYPE SP-9.5 SUPERPAVE 6X6 W1.4XW1.4 WWF INDEX 400) EDGE OF - WITH DIRECTION OF TRAVEL AASPHALTIC CONC. FRICTION COURSE -TRAFFIC LVL 'B'-F.D.O.T. SECTION 334. DETECTABLE WARNING 1 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 2% OR FLATTER. A2 MINIMUM 1-1/4" (MINIMUM 1-1/2. ON MAINE) FDOT TYPE SP-9.5 TOOLED EDGES 4' (MIN.) VI SUPERPAVE ASPHALTIC CONCRETE BASE COURSE - TRAFFIC LEVEL 'B' - + 0 0 0 0 TRUNCATED DOME 2. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING _ SIDEWALK _ /' OR APPLYING A TRUNCATED DOME MATERIAL IN CONFORMANCE WITH THE U.S. F.D.O.T. SECTION 334. 200 PROPOSED GRADE '= (SEE PLAN) / (SEE DETAIL) DEPARTMENT OF JUSTICE A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. " � KEYSTONE 4" OR 8" CAP UNIT _) I I �, 0 0 0 O ACCESSIBILITY GUIDELINES, SECTION 4.29.2. TRANSITION SLOPES ARE NOT TO A8 LIMEROCK BASE COURSE STABILIZED TO A MINIMUM LIMEROCK BEARING n HAVE DETECTABLE WARNINGS. RATIO (LBR) OF 100 AND COMPACTED TO 98% OF THE MODIFIED PROCTOR a. a . - a -I I (_ (� 1- i 1 /4" PER FT. SLOPE 1 /2"R N O O 0 0 MAX. DRY DENSITY (AASHTO T-180). FDOT SECTION 200. DENSITY TEST e ,� u a a / I , - .� 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB °- - -' "� �+ KEYSTONE STANDARD UNIT II -%/�% �� /. - a , PAVEMENT 0 O 0 O YELLOW COLOR STD. AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE PERFORMED EVERY 5,00@ SQUARE FEET. �: ' :;: .... t- // / ° ARCHITECTURAL SPLIT FACE i (SEE NOTE 4) SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS 12 STABILIZED SUBBASE STABILIZED TO A MIN. LIMEROCK BEARING -I f €-€ i i-i i i-i i i- -i i i-f i-i i i-i i i-€ i �- REINFORCED I OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND RATIO (LBR) OF 40 AND COMPACTED TO 98%. F.D.O.T. SECTION 160. I -III -I I (-III-I I I I -III -III -I I (-III- ¢ SOD ALL SLOPES _� ( BACKFILL7 \��i\��i\��i\��,�� ; ...; .:.... , .:: ,'. PLAN VIEW GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED -III-III-III-) I (- -III-III-III-III-) I AND DISTURBED AREAS. t---- _ - e a . ' :. : TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO A GRASS AREA 64� " g �' THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5. io 6' -0 CEO -GRID A SIDEWALK (WHERE SHOWN ON PLAN) FINISHED GRADE 0•9" 4. WHERE ADJACENT WALKING SURFACES ARE COLORED OR ARE CONSTRUCTED NOTE: t / _ WITH MATERIALS OTHER THAN STANDARD CLASS I PORTLAND CEMENT CONCRETE A CONCRETE CURBING (WHERE SHOWN ON PLAN) EXPANSION JOINTS SHALL BE LOCATED AT ALL CONCRETE z UNIT CORE FILL •/ .� / �/� '/ '/ ' ; N 1- ��\��\���\�: IN ACCORDANCE WITH SECTION 522 OF THE SPECIFICATIONS, THE PLAN MUST WALK INTERSECTIONS, L ALL DOOR OPENINGS AND AT -�- (3/4 CRUSHED 6" 6" INTEGRAL DOME PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PARKING DRIVEWAY PARKING t ROCK OR STONE) PROVIDE THE NECESSARY CONTRAST EITHER DARK -ON -LIGHT OR �-•-� - - 15 O.C. MAXIMUM. - SUBGRADE _ DRIVE EXPANSION JOINT (1/4" PREMOLDED ASPHALT STRIP) SHALL UNREINFORCED CONCRETE OR LIGHT -ON -DARK. (SAFETY YELLOW OR BRICK RED). COLOR FOR DETECTIBLE BE SET 1/8" BELOW TOP OF WALK. CRUSHED STONE LEVELING PAD WARNING ON STANDARD CONCRETE SIDEWALKS SHALL BE YELLOW. SCORE MARK (1" DEPTH) SHALL BE 5' O.C. FOR 5 AND 10 FOOT WIDE - EXISTING GRADE TRUNCATED DOME 5. RECOMMENDED MANUFACTURER: ENGINEERED PLASTICS, INC. (ARMOR TILE) SIDEWALKS, 4' O.C. FOR 8 FOOT WIDE SIDEWALKS. FINAL DESIGN TO BE PROVIDED BY STRUCTURAL ENGINEER FOR BUILDING PERMIT OLYMPIC TOWERS, 300 PEARL STREET, SUITE 200, BUFFALO, NY 14202. 7 1 2 3 4 6 5 GEOGRID SHALL BE CAREFULLY CUT AS NECESSARY SO THAT GUARDRAIL PHONE: (800) 682-2525 POSTS DO NOT DAMAGE STRUCTURAL INTEGRITY OF THE WALL SYSTEM 1 TYPICAL PAVEMENT SECTION NTS 2 CONCRETE WALK NTS 3 REINFORCED KEYSTONE WALL NTs 4 MONOLITHIC CURB AND SIDEWALK NTS (DDETECTABLE WARNING NTS DETAIL FOR PAVEMENT STRUCTURAL DETAIL ONLY PVT017.DWG (3,500 PSI (MIN)) PVT019.DWG STANDARD UNIT - NEAR VERTICAL SETBACK WALL017.DWG (3,500 PSI (MIN)) PVT006.DWG RAMP001.DWG SET COVERS FLUSH IN MANHOLE FRAME & R-O-W - 1.5 W GUARDRAIL R-O-W PAVED AREAS. COVER WITH "STORM" R-O-W TYPE "A" MEDIAN CURB R-O-W 1' REINFORCED SEGMENTAL IMPRINTED BLOCK RETAINING WALL . 1@ 7 2 14 14 14 2 9 8 2' 10' 1.5' - 11' - - 11' _ 2' 3.5'- - 3' - - 23.5' - SEE NOTE 1 SIDEWALK THRU-LANE TURN LANE/ THRU-LANE SIDEWALK SEE NOTE 2 2� LANDSCAPE MEDIAN FRAMES BEDDED CURB & SIDEWAL -LAN HR - VARIES IN MORTAR £ mE • o •a • � I ..I I € I f�t I .€ , Iµ....w. / / �•.w„-w,E € €,..w € € ; , �... / / / / / �.... �w�w"I , � ;,.,.,"� I"w,.� I � � .€ �,�:"µ::.l � �. �w...�,•� I_.w:w"-w�,.,,;.�-,.,.:•.�a.;• '€'•';' - �.�.-'--- ---�s� tw' ; k f F i / 5 5 EPDXY COAL TAR "." E www g _- / %� ww t 3 I .. € € / / % s I "",..; € w "m...# ; I MI € '� . I I I ( �'"I € i ( �I M. �w I_I� �M"i•..,...,......1....,.w,:,..� I,«.,.a... .,. k f................€ f w, I ����.COATINGS::M.:�' � w.,.,,� �.� .5� €�"� � gym,.,,.. � . � € ..,,,.� �w � :".:,,.{ f'.."""m> � #,.,~.,,,::,:., ,n,€.,.m,..:,...f a �„�,..,",: �..�.,., ,.,.�,.,.••p I.-•.".m..• � � 3 .� ..v., :; : # �., w,.,, PRECAST 3 I € f" Ew{," £ f I w E Iw µl . { ( I w I I�i [ w w . 9,r REINFORCED _- " .a �,. �.I � I� I rI ��� � �= �-�•--�-� �",�� �,.. �".,."..,�. � I I I.�,.�I WEEPHOLE ® BOTTOM 4' CONCRETE RISER MAINE STREET PER FDOT INDEX 201 - " " - 80' R-O-WI 1- € f I' , €- F• y• w TYPE F CURB GUTTER „ „ � �.: ' ;w 4.5 FURNISHING PUBLIC ROAD #2 �£ r € I Fm " ASPHALT PAVEMENT TYPE F CURB &GUTTER€ 5 MIN ( ) ZONE 8 C • p R-O-W --BRICK PAVER TURN LANE � R-O-W 70 R-O-W 6" MIN ( (MIN.) [5* MONOLITHIC CURB (ASPHALT PAVEMENT) -A -j 14.5 1.5, 8 11 12 11 8 1.5 12.5 - R-O-W & SIDEWALK R-O-W 12 I SIDEWALK PPARALLEL ARKING THRU-LANE TURN LANE/ THRU-LANE PARALLEL SIDEWALK 1.5' 8' 11' 11' 2' 4.5' 8' 19, 2% TYP. LANDSCAPE MEDIAN 6 RIBBON CURB PARKING = i - PRECAST REINFORCED € ' I PARALLEL THRU-LANE THRU-LANE CONCRETE VARIES :_ :.•• PARKING SIDEWALK MONOLITHIC BASE a v'• es • p• e • • oo E £ f E E £ E # f E " €: I 2% TYP 6" MIN. ry'.#£I" € II w.. ,i £[ jjw . # - �` „ <. �. s E i.W,.ww� t.w:..:..wl Iw:,..w.,:.,' ...E £ ' '"`�£ iw '^"€ I,•^..'.�"'- I^ ".^e f € ��t...."^..^'^ "'^€ ks Iww....'"'e' 7` i+'�"� '��' ^"^^"" i•.....-..«•, 2 9 BEDDING ROCK • °'• '. •° m .:. - • , w.�."...,. ,..",.;.,.w, . G •a a. �.,,.,:. ..»::.,..,,. "' ............ ..€ � ...., £ ��«.....,.. { ,.,...,.,� s•:.�? F �:,""g I€ € „ _ _ > I.•�-� � - mm�'I �._ ..-� I I-� •....'� � r ���� I �w"v,..� � E�.�I�•�- kv-�...wMl �- �.�•w~I � �•..�.....•,-€ � � �` t f.�w'•E k wl ��..�....�.� � �� I (�--'-; �..._-w-� � ��.._Mw.� I I� fM....w.,.-� 114 6 (MIN.) FILTER FABRIC ®WEEPHOLE ` I,µ£�wµ, I I ; w £ I < £�I ml� € :. m I , w .m 1I w wl I PER rs > €r€w II .NMAINE STREET�.�I _ ..�I 1. IN UNPAVED AREAS TOP OF FRAME SHALL BE 2 ABOVE FINISHED GRADE -�� ���I_=1� �€-PUBLIC ROAD#2 ��I���I.II 2. ALL IN -PAVEMENT STRUCTURES MUST CONFORM TO H2O LOADING " „ 80 R-O-W I I� I fmm € Emm TYPE F CURB & GUTTER 70 R-O-W I'� (t�� I.w I STANDARDS (ASPHALT PAVEMENT) (ASPHALT PAVEMENT) ! I t -IT I�� . � fw.. �. �,� x 7 SECTION A -A ROAD TYPE "A" MODIFIED SECTION NTS 8 SECTION B-B ROAD TYPE "B" MODIFIED SECTIONS I £ ` mm TYPE "F" CURB & GUTTER l ' € = # €".w NTS 6 STORM MANHOLE NTS ( � ( � UTL003.DWG R-O-W R-O-W NOTES: NOTE 1: REFERENCE FDOT INDEX 304, NOTE 4: ENTIRE RAMP SURFACE -5'FURNISHING - 5' FURNISHING R-O-W R-O-W 1. REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AND DESIGN, NOTES (OUTSIDE OF DETECTABLE ZONE ZONE PAGE 1, GENERAL AND DESIGN FOR RAMPS IN R.O.W. (REFERENCE RAMP WARNING) SHALL CONTRAST IN NOTES FOR RAMPS IN R.O.W. CR 26) COLOR FROM REMAINDER OF 5' _ _ _ _ _ 5' _ I - = 161 - ,3/4" R 16 3/4" R (REFERENCE RAMP CR 20) NOTE 2: CONSTRUCT RAMP TO LEAST SIDEWALK (MIN.) I I (MIN.) I 4 5 ZONE ISHING 4.5 ZONE SHING- r ,H (VARIES) CFI (VARIES) POSSIBLE SLOPE (MAX = 1:12). , , , , , , , N 0.02 0.02 2. CONSTRUCT RAMP TO LEAST CROSS SLOPE OF RAMP AND I' 6.5 10 1.5 11 12 11 5 1 @ 6.5 I �I ( POSSIBLE SLOPE (MAX. = 1:12). = I 5' 5' J ! LANDING SHALL NOT EXCEED 1:50. _ _ _ *CROSS -SLOPE OF RAMP AND CONCRETE R. HAND TURN LANE LEFT TURN/ THRU-LANE CONCRETE - CRAMP, SIDEWALK LRAMP, SIDEWALK LANDING SHALL NOT EXCEED 1:50. NOTE 3: RAMP GREATER THAN A 6" SIDEWALK THRU-LANE 2% Typ. SIDEWALK (MIN.) I I I I (MIN.) OR LANDING OR LANDING RISE REQUIRES HANDRAILS. "�--- € _;_, .4, .• . ; ;.. 5 - 9.5' 1.5' 8' 11' 11' 8' 1.5' 9.5' SEPARATELY CAST CURB MONOLOTHIC CAST CURB 3. RAMP WITH GREATER THAN A 5 € € €w�).... 1 _ - 5' X 5' LEVEL LANDING " w - tI ."M..".....I = £ m.... I €'" "I I� {m. CURB &SIDEWALK PARALLEL THRU-LANE THRU-LANE PARALLEL CURB SIDEWALK RISE REQUIRES HANDRAILS. AT TOP OF € I . -:MI� ` I �mH I� ; RAMP AND SIDEWALK CURB OPTIONS RAMP ,.kw,,,,� PARKING 2% TYP. PARKING r .....:........{ : j ....m L £ $"m""".= £'f PUBLIC ROAD #1.€ w1 IMr.,,..m.' I..�„` ---�j.--- 4. ENTIRE RAMP SURFACE . =3 :.:.:.:. mot..,,:.. t , i..:.,,,I i.,,..,E f+E I""'"""'""E C...............E € ,' • " • ".t TREE WELL ry m:l z # f ' }ry. 1 € : ,,,".# - - I {.� € _ " . ---- M �'.- . �'. _ gg 70 R 0 W1 I I .,,... " (OUTSIDE OF DETECTABLE E 3 >_ {{ _tom {�' p •:... ... E ... ( E u € , .,. i •. , I € - t �'"„-.,,,'"` £""`""..." ;^ £.,",.,^"-" e 's I "`""""""' E....a.....,..,.E € E E f _' .,... ' ............. ....,:.,w-.R E I.,..,w _ .. •r, F ..,:,.,,:w ...w....... ,.,..,.,,,,,.., (BEYOND),::.::. , >., = E ;,w:;w,.:i.k:. ASPHALT PAVEMENT)--":.:";£'-.I.w: € > TYPE F CURB &GUTTER € €,.""" I €w:t j �."....... _ :; ' x #. w ;., _ WARNING) SHALL CONTRAST IN € ( w I _ ....m".::. I I 1 COLOR FROM THE SIDEWALK. 6„ CURB -\ �Irl•.wM£.,€..£�.""�_wEw - - R-O-W OMIT JOINTS �. R 0 W 5' STANDARD �.,"..'^.'.., mm,.,,„.,,�E 4 L."..F.... "`� E '.w.,,,"" .,..'.`"""� �"""'f t•"`.."` £ S `."""'".'. ^`..E.,,,,.....w. £ I""'x.."""� _ ^'I "`".""""""k 3 2.""^'^.^`I 5 I� �."""`r"" f M.w.w..w.€ # •"'...:.""" F'....,w , .3aa ON CURB SEE PLANS ( ) � '� .:'i �.f •✓/ � E J 1 €." w I I f I I. € € g _I RAMPS ,. €� MS '� I €. €£i I, (a�..�w� �€ -s,I I.w._.w� 4.5 10 1.5 8 11 11 8 1.5 10 4.5 w w €<" € £LL . £ :� £ w I_ 1:12 SLOPE MAX ., w...,.�, ,,,�.,." I� 0.@2 MAX _ w ,. ,w _ I CONCRETE PARALLEL THRU LANE THRU LANE PARALLEL CONCRETE f I {",",t " : "t 5 RAMP AND 4 £ I k � 2 DETECTABLE PARKING 2% TYP. PARKING SIDEWALK w,. # - f m mm1 I I w" g l- SIDEWALK ,w,,,wu£ ::.. PUBLIC ROAD #3 i-i � .I w I I SIDEWALK CURB . .. � "" � „w.w.� I I-�, w�,.,1 I_w. -� WARNING �w� £ n.,M wuu ... "'■" "z £ €..:,-E , TREE WELL I E 60 R-O-W I �,,,�� 4' MIN. STANDARD = I..#:... €.:# .£. 3: • €' 'w £ - -. € �FTT w, .1 �.i 2 DETECTABLE WARNING Ez "" I""" "' 3W"' " ° £ I (ASPHALT PAVEMENT) w! ' SEE PLANS /// I , . {. (BEYOND)I ; ( ) (REFER TO DETAIL #5) w"N u fJ w ! I. m< V 11 TURNOUT OR .............I w...... € € w w M " SIDE STREET " � _ M - 6 TRANSITION M 6 STANDARD RAMP w�I-1I�, PUBLIC ROAD#1�" TYPE "F" CURB & GUTTER -I 70' R-O-W r Iw LINEAR �� 1:12 MAX tea' Ef o• � `r SLOPE s w' <z ( ) € w€."-., ".._; 1 SIDEWALK RAMPS { E ` 2 DETECTABLE NOTE: SINGLE RAMP IS SIMILAR AND CAN BE BUILT ON RADIUS ASPHALT PAVEMENT€ € £ ° 'I £ �' n ii m w,#:,; I u u WARNING 9 SECTION C-C (ROAD TYPE C MODIFIED SECTION) € NTS 10 SECTION D-D (ROAD TYPED MODIFIED SECTION) NTS 11 LINEAR RAMP 6" TRANSITION NTS 12 DOUBLE CORNER RAMP NTS 3000 PSI (MIN.) CONCRETE RAMP02@.DWG 3,000 PSI (MIN.) CONCRETE RAMP016.DWG ■ ■ ■ ■ ■ ■ NOTE 1: REFERENCE FDOT INDEX 304, RETAINING PAGE 1, GENERAL AND DESIGN NOTES CURB- RAMP CURB (BEYOND) FOR RAMPS IN R.O.W. (REF. RAMP CR 3) (BEYOND) NOTE 2: CONSTRUCT RAMP TO LEAST CONC. FLUSH POSSIBLE SLOPE= 1:12).fFs%s: ! --�_ �- ' WITH PVM'T (MAX( > ~'.,- k PAVEMENT CROSS SLOPE OF RAMP AND 4.:"# > :..."::,..._,... LANDING SHALL NOT EXCEED 1:50. SUBGRADE COMPACTED NOTE 3: RAMP GREATER THAN A 6" AS SPECIFIED RISE REQUIRES HANDRAILS. SECTION A -A NOTE 4: ENTIRE RAMP SURFACE (OUTSIDE OF DETECTABLE WARNING) SHALL CONTRAST IN COLOR FROM THE SIDEWALK. 4" THICK CONC. SIDEWALK. 5'x5' LEVEL LANDING NOTE: INSTALL 1" TOOLED AT TOP OF RAMPRADIUS ON ALL EDGES SIIMILAR TOPCOURB SITFp�N 6" _ 6ry 1I `c�'•e 9 T �q . oa fs MONOLITHIC CONCRETE HANDICAP RAMP (3000 PSI) 9 2' DETECTABLE WARNING IF ADJACENT TO STREET OR VEHICULAR TRAFFIC. 13 SIDEWALK END RAMP NTs 14 NOT USED 3000 PSI (MIN.) CONCRETE RAMP009.DWG -EXISTING ASPHALT EXISTING/PROPOSED R-O-W PAVEMENT ASPHALT PAVEMENT AS REQ'D 2'f PAVED SHOULDER 11' MIN. 2' 11' MIN. �( I FUTURE CONCRETE 27o TYP. U 49 SIDEWALK TYp €: 6 CONCRETE TRAFFIC _ w SEPERATOR PROPOSED SWALE � NTS 15 BLUFORD AVE. TYP, CROSS SECTION NTS ■ fi INTERP S ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT s AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407,629,9124 I SEAL: ROBERT ZIEGENFUSS, P.E. FL REG # 56752 CONSULTANT: IREVISIONS: NO. DATE REMARKS I ml DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENT,< TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARI PROHIBITED. PROJECT NO: 2009.0280 DATE: 11/01 /10 CHECKED: ■ 11 El ■TI CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES I LLONGSEE TYPE B W/ SIZE OF PIPE EDDING AND TRENCHING DETAIL FOR OTHER RESTORATION. _ - FINISHED GRADE 7 ,/�/\� /Tf /. SEE NOTE 4 COMMON FILL ,% j\ I PIPEO:D.w. ' 12" (TYP.) SELECT IT /\ COMMON o SELECT COMMON ` I / FILL w o FILL 3.. BEDDING ROCK PIPE BEDDING (SEE NOTE 8 & 9) �\ �\/i1,� UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL- COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. ('): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 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. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16' AND LARGER. CITY OF OCOEE UTILITIES DEPARTMENT 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE AND TRENCHING DETAIL FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. DATE' JAN. 1990 (nvG ABEDD IFIG: 101 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER 2 - NON PENETRATING PICK HOLES PLAN 23-3/4" MACHINED MATING -� -SURFACES 22-1/4" -� - 2-7/8" ELEVATION CITY OF OCOEE UTILITIES DEPARTMENT - OPTIONAL MANHOLE FRAME AND COVER (USF 420 TYP.) DATES JAN. 1990�nwG' MHFRAME FtG' 202 - - VALVE CHECK {7 S. & Y FL/FL) (2 REO0) 92' PREFORMED JOINT PLAN -fERNL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB. 6' CONCRETE SLAB Wl NO.6x6-W10x 1D (2500 P.S.I. CONCRETE) I A NOTE: INSERT BACKIFLOW PRD MION DEVICE WHEN INQUIRED BY THE CITY - 90' BEND - RANGED JOINT - 12- (TYP.) ■ TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS - --� Y MIN. FINISHED GRADESEE NE 8) SEE NOTE 4 '.: •%//�• w ti ALL COMMON 7 \ / Iz \''...:..»� . "PIPE 12" (TYP. j\\ ;' • .;.....: I.::...�N<\ ) //` .•� . SELECTFILL m z T U DISTURBED --- \ w EARTH (SEE NOTE 3)/\ . ,'•"..•. �.:�.' •.`/i\ NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 957 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% 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 MAY BE REQUIRED AS DIRECTED BY- THE CITY. 4" F R PE DIAMETER15" MAX. FOR P24" AND LARGER.IPE DIAMETER SS THAN 24", AND 24" MAX. 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. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES, SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND I ' CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. TYPE B :BEDDING AND TRENCHING DETAIL 2 IDATE' I DWGI BBEDD IFIG' 100 ■ 1 SOLID BLUE PIPE ATE1tT .�, �I -H M. 1. LETTERING SHALL APPEAR ON 3 SIDES 3. LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PIPE (IT LENGTH OF THE PIPE. MAY NOT BE STENCILED TO THE PIPES SURFACE). 2. LETTERING SHALL BE A MIN. OF ij" IN HEIGHT AND APPEAR ONE OR MORE 4. LETTERING SHALL BE WHITE OR TIMES EVERY 21" ALONG THE LENGTH OTHER CONTRASTING COLOR. OF THE PIPE. WATER MAIN NTS TYPICAL METAL PIPE 2.5" - 4" PIPE - 3" TAPE IS CENTERED ALONG TOP HALF OF PIPE. -\ / WATER MAIN WATER MAIN 6" - 16" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. xrm uuvs xNn anvrn xmv eTnal�` � WATFA iWN WATOt NWN WATFA IWN 1 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG OP HALF F PIPE . NT T HA 0 P E NMI lm NPW ,tuVM� NAN N31YA1 T,% WATER U" "WARR WIN, WA- NWN ......, ' .............. ... ;v •'WA1[R WRI WATER WRI WARR WIN -/ 12"SPECIFIED i y N MAX. WATER &WH 1" WAM IMIN y� I �- PER PIPE L DIAMETER BLUE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. METAL WATER MAIN WITH IDENTIFICATION TAPE NTS CITY OF OCOEE UTILITIES DEPARTMENT PIPE IDENTIFICATION (POTABLE WATER) 8 IDATE' NOV 2009 I DwG, RPB IFIG' 111D ■ 24" x 24" x 6" THICK CONC. PAD TYP. EACH VALVE BOX. 3" DIA. BRONZE DISC ANCHORED IN rrONC. PAD ROUNDS ALL 3" DIA. BRONZE TAMP AS R Q D SEE NOTE 1F} CONCAPAD STAMP SIZE OF VALVE AS REQ'D, TYPE OF VALVE SERVICE rsmx DIRECTION & NO. OF TURNS TO .- AF:' •'C %'.•t,' _._. ._ _ _�' :1_ '.: OPEN °� . •' VALVE BOX ../.J AND COVER CONCRETEI MIN, ANCHORS MIN, UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 9„ ASPHALT SURFACE - BASE ` ( MINPRECAST 4r NG VALVE BOX � .) POST ST AND COVER ITH 3„DIAMETER (TYP.) GROUT AZE S I SHO N SET IN IMPROVED CONDTITION ABOVE. NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES, 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18' X 6' WHEN CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. 1 VALVE COLLAR DETAIL DATE, -_- IDWG' VALCOL IFIG' 107 ■ MANHOLE FRAME & COVER W/ WORD FINISHED SEE RISER "STORM" OR "SANITARY" GRADE DIAGRAM 48" T.�. IMPRINTED ON COVER a rijl n A" I DIP. O NOTE: MANHOLE TO RECEIVE TWO (2) COATS OF KOPPERS BITUMASTIC 300M OUTSIDE RISER DIAGRAM 1) SIZE PIPE OPENING TO ALLOW SETTING OF THE MANHOLE OVER EXISTING PIPE. 90' BEND (IIJ w (2 REQD RESTRAINED2 REUIR�>f01NT5 2) OPENING FOR PROPOSED PIPE. Tn - ) 3) 10" THICK, 3000 PSI, POURED IN PLACE CONCRETE BASE SLAB. THRUST COLLAR IN ACCORDANCE WNH STANDARD DRAWING PROFILE 4) AFTER PLACEMENT OF MANHOLE OVER PIPE, GROUT OPENING AROUND PIPE PER AND PLANS APPROVED 2 THE UI CRY NOTES: LOCAL REQUIREMENTS (BOTH OPENINGS). 1. ALL ABOVE GROUND PIPE JOINTS SHALL BE FLANGED. 5) AFTER NEW LINE HAS BEEN INSTALLED, APPROVED AND ACTIVATED, REMOVE VALVE slzE a' PORTION OF EXISTING SEWER NOT TO BE USED, PLUG OPENING IN MANHOLE, 4" 16-1/2" CITY OF OCOEE UTILITIES DEPARTMENT AND COMPLETE GROUTED INVERTS AT BOTTOM OF MANHOLE. 6" 22-1/2" n Le #10 THHN TRACING WIRE- EARLY WARNING TAPE / FINISHED GRADE h 1r T i1" MAX. �\�//��/ WATER MAIN OR FORCE MAIN �1" �---- #10 THHN TRACING WIRE 51, NOTES: 1. ALL PIPE SHALL REQUIRE #10 THHN SOLID COPPER TRACING WIRE CAPABLE OF DETECTION TI BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3, AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. CITY OF OCOEE UTILITIES DEPARTMENT PIPE LOCATING WIRE 9 DETAIL IDATEIMY 2009 I nwG, PLWD IFIG, tOC ■ #10 THHN #10 THHN -� TRACING WIRE CURB STOP TRACING WIRE U-BRANCH BLUE* (SEE NOTE 3) BLUE* FITTING (1" x /4" CORPORATION MARK WITH CORPORATION x 3/4"}; WOOD PAINTED STOP 1" MIN.) BLUE & WITH STOP 1" MIN.) CURB STOP z LOT NUMBERS z 2 EA, O/ a 3 *COIL EXCESS POLYETHYLENE TRACING WIRE POLYETHYLENE IN BOX TUBING (1" MIN.) TUBING (1" MIN.) - SINGLE METER BOX DOUBLE METER BOX AND WATER METER AND WATER METER (BY CITY) (BY CITY) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING AWWA TYPE (NORMALLY OPEN) CC THREADS TO METER BOX #10 THHN ASSEMBLY TRACING WIRE POLYETHYLENE BLUE* TUBING 30 - 45 DEG. - DOUBLE STRAP POTABLE WATER COLOR SHALL BE S.S. SADLE BLUE AND RECLAIMED WATER NOTES: WATER MAIN SHALL BE MARKED WITH PURPLE 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE(POTABLE) OR PURPLE(REUSE) AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. SAWCUT "W" IN CURB FOR LOCATION OF POTABLE WATER SERVICE. 5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED. 6. DIRECT TAP OR SADDLE MAY BE USED ON D.I.P. I CITY OF OCOEE UTILITIES DEPARTMENT 7. SERVICES SHALL BE DIRECTIONAL DRILLED OR PULLED. NO OPEN CUT SERVICES. WATER SERVICE CONNECTION DETAILS 15 - DATE, DWG' FIG' MAY 2009 SEftVCONN 405 ■ FINISHED GRADE CONCRETE BLOCK 36" MIN. OR BRICK AND (SEE NOTE 4)_ COVER MORTAR WALL FlWNG AT �r 1° STAINLESS BOTH ENDS rVENT HOLE STEEL BANDING RESTRAINEDom. STRAP (TWO JOINT DUCTILE - - PER SET OF IRON PIPE SKIDS MINIMUM) I 6" MIN. I-- TREATED WOOD SKIDS AT 10' AXIMUM SP CING STEEL CASING PIPE SEE NOTE 2 I DUCTILE IRON PIPE 4" x 4" x 4'-6" 1' STAINLESS LONG TREATED WOOD STEEL BANDING SKIDS (SEE NOTE 3) STRAP 8" 26-1/2" DETECTOR CHECK VALVE ASSEMBLY 20 8 19 "DOGHOUSE" MANHOLE NTS ■ DATE' 19so I ➢� OM IFIG 500 ■ UTL004.DWG ■ 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE LTTIUTY ACCOMMODATION GUIDE SHALL BE MET. 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF WOOD SKIDS AND BANDING STRAP. 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24" DIAMETER. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASINGS FOR DEEPER BORES. CITY OF OCOEE UTILITIES DEPARTMENT BORING AND JACKING DETAIL IDATE' I DWG BLACK IFIG' 106 HOSE NOZZLE 24" SQUARE 0 ROUND AND 6' REINFORCED Cl SHEAR PAD. NOTE 1 - 2-#4AT9" O.C. ALL AROUND COMPACTED BACKFILL - SEE NOTE 2 - -HYDRANT OPERATING NUT AS REQ'D. PUMPER NOZZLE FACING STREET r Y Ts I (LAR SEEDECETTAIL) 6" D.I. PIPE STUB-L 6" BEDDING ROCK L RESILIENT SEAT GATE STANDARD INSTALLATION (SEEEDETAIL)OX NOTES: 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION, 2 CLEARANCE BETWEEN SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE CONCRETE COLLAR rEAREAS ENDETAILS) SEE NOTE 2 A- VALVETBOX CAST IRON ADJUSTMENT RING E RESILIENT SEAT E M. J, GATE VALVE - C I A WATER � � MAIN S:e=B.o �'^_ 6" BEDDING ROCK _='^:a ^ BOTTOM OF BOLTS AND NOTES: TOP OF SHEAR PAD 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION, SHALL BE 6" MINIMUM. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL GATE VALVE AND BOX DETAIL DATE' FEB.6,95 I nwG:HyDRANT IFIG' 402 5 DATE' MAY 2009 I nwG' GuBOX IFIG' 400 ■ SEE MANHOLE CONNECTION I TROWEL -FINISHED MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FTTTING(S). CONCRETE BASE CONCRETE BENCHING - �� 5S I I( PIPE SIZE 6» 1 8" I 10" I 12" 116" 20" 24" 130" 36» 190° BEND II 13 FT 17 FT 21 FF ( 24 FT 145° BEND 15 FT 7 FT 8 FT �10 FT I22-1/2° BEND 13 FT 3 FT ( 4 FT ( 5 FT HOLE FRAME & COVER +11-1/4° BEND �I 1 FT 2 FT 2 FT (2 FT (SEE STANDARD DETAIL) SET COVERS FLUSH IN FRAMES BEDDED IN MORTAR PLUG OR BRANC ELEVAnwNs SHOWN IN OF TEE UNPAVED AREAS. 27 FT 35 FT 42 FT (50 FF 2 COURSES OF BRICK (MIN.) '-6' MIN. N 4 COURSES (MAX.) 3 -o MAR. 5" 2'-0. wsroE WAu� WALL x 6" TENOTES:O� 12" x 10" TEE = 16 FEET r o OUM IA,rtPSRF°)cEs 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE EPDXY COAL TAR COATINGS vd -o INDICATED. PER SPECIFICATIONS ti a'-o" s,;MIN. PPREE�-P PRE-D� 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO I o r OR GREATER THAN SHOWN IN THE TABLE' BENCHING PER SPECIFICATIONS p o 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING "g WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 1 ' SQUEEZE -MIT 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS DETAI°To BEDSIGNEDl61'�-'< •"•����1"' MIN• OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE THE ENGINEER AND L ,-'�;T:;• 1 i 8a MIN. 7ML APPROVED BY THE RESTRAINED UNLESS OTHERWISE INDICATED. CITY - - - 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN .IE, .Ise- ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST BEDDING ROCK 2" MIN. RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: -I -P P MONOLITHIC IC . CAST N LACE I RECAST ON LTTH CONCRETE BASE BASE WORKING PRESSURE: 100 P.S.I * W/SAFETY FACTOR OF 1.5 SOIL DESIGNATION: GOOD SAND LAYING CONDITIONS: TYPE 3 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE 6, FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS OF 1.5. 24' OR MORE ABOVE THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. * TO BE COMPLETED BY THE ENGINEER. CITY OF OCOEE UTILITIES_ DEPARTMENT _ - - - - - - DUCnLE IRON PIPE ONLY CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE RESTRAINED PIPE TABLE. PLAN AND SECTION DATE'04/01/92➢WG, FIG, 200A 11 DATE. WG' AUG. 19901 DPIP(:7AB (FIG' 104 ■ DITCH WIDTH + 4' DITCH WIDTH + 2' DITCH WIDTH + 2' SURFACE REPLACEMENT JOINT SURFACE SURFACE SURFACE SURFACE BRICK SURFACE REPLACEMENT REPLACEMENT BASE REPLACEMENT SURFACE 1 JOINT SURFACE REPLACEMENT BASE %BASE CEMENT I / /�" %�12" M Nf/ % a V11 -j/// //i �i/%12 MIN///MINSEE LOCATIONi �� i'-0" CRITERIA 1'-0 URB STAGE 2 STAGE 2 1" SILICA STAGE 2 SAND - STAGE 1 (0) STAGE 1 -- STAGE 1 012-1 1 112" REPLACEMENT OF FLEXIBLE 110012"-I- .- 2" VARIES PAVEMENT FOR PERMITTIM l PAVEMENT CUT VARIES 12A VARIESI '12" aNERAL NITM SURFACE TREATED PAVEMENT JOINT DENSITY PROCEDURESt BASE AND BACK FILL MATERIALS SHALL BE SHALL BE LAPPED AND FEATHERED. EITHER OF THE SAME TYPE AND THE BACK FILL FOR THE FIRST AND SECOND COMPOSITION AS THE MATERIALS REMOVED, NEW SURFACE IS TO MATCH OR EXCEED STAGES SHALL BE PLACED IN 6" LAYERS OR OF EQUAL OR GREATER STRUCTURAL EXISTING SURFACE MATERIAL, (COMPACTED THICKNESS) AND SHALL BE INTEGRITY. MATERIALS C❑NTAMINATE1l I.it1FWST17NF,OIL CEMENT, ETC, BASEST COMPACTED TO 987. OF MAXIMUM DENSITY AS WITH DELETERIOUS SUBSTANCES DURING DETERMINED BY AASHTO T--180. TEST REPORTS EXCAVATION SHALL NOT BE USED. 6` LAYERS COMPACTED THICKNESS SHALL BE FURNISHED TO THE CITY. DENSITY REQUIREMENT& REPLACED BASE MATERIAL OVER DITCH 98% UNDER ROADWAY STAG,= #1 SHALL BE A MINIMUM OF 12` THICK. 98% ❑UTSIDE THE TRAVELED ROADWAY, THE PERMITTEE SHALL PROVIDE ADEQUATE BASE MATERIAL SHALL BE PLACED IN SUCH AS INTERSECTIONS, COMPACTED FILL BENEATH THE HAUNCHES OF TWO ❑R THREE LAYERS AND EACH CROSSOVERS,TURNOUTS, ETC, THE PIPE, USING MECHANICAL TAMPS SUITABLE 98% SHOULDER PAVEMENT LAYER THOROUGHLY ROLLED OR TAMPED FOR THIS PURPOSE. THIS COMPACTION TO THE SPECIFIED DENSITY, METHOD AASHTO T-180 APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY ASPHALT CONCRETE PAYMENT THICKNESS CITY OF OCOEE UTILITIES DEPARTMENT BEDDING REQUIRED. SHALL EQUAL EXISTING THICKNESS BUT STAGE #2 NQT LESS THAN TWO (2) INCHES, WELL -COMPACTED AD CT BED ANrD' L FILL ALONG THE CONTRACTOR TO SALVAGE AND REPLACE OPEN CUT DETAIL SIDES OF THE PIPE AND TO A POINT EXISTING BRICK. DAMAGED OR LOST BRICK INDICATING THE TOP OF SUB -GRADE MATERIAL IS TO BE REPLACED WITH NEW BRICK, BRICK SUPPORT SHALL BE 11 902-2 DATE DWG. FIG. SILICA SAND PER F•D❑T SPECIFICATIONS, NOV.,2009 IRPH FIG 6D2 ■ POTABLE WATER MAIN GATE VALVE TYP. -RESTRAINED 10"x4" REDUCER 3 PER DETAIL C7 4" RPZ BACKFLOW 22 PREVENTER (ABOVE C7 GROUND PER CITY OF OCOEE DETAIL 7 RANGED .WATER METER, .TYPE bF:.. . PNE55NRE DAurf W'YE: TRF�NER"1Y7 Fi.kNl'EO';REDUDIRC IXEANpUT PLUG BENO(TYP,OT3) c�3ikt=TD;Pvc PIPE 111 200 P9. PRE6SORE RAnyc' fr1PJ. O °O:' 2 o. DATE. VALVE. (.TVP..:OF.,2) . sLrc Yl" ". BEim:Dip PL 'BOEtARC'.(?YPJ JtiANSEDREFER TO R-06 .WATER. f� I•Ay(jNT:IUST P-ROADS PETER "1 ) '6! ADDITIONAL T7.EARANM r ^= 9090A^BED NC END ..(TI(M,P, OF 2) RNISHEO: DRwE. •�W z� " N �. "� ' �. �.:.;_✓:..: I I REFER",a R•�07 TEMP. 4" D.I.P. SERVICE W/RESTRAINED JTS. I.- 1 OQMPA,CT, 6bA 2• G"�THN; DLD+C: SL,AS' SCE: iiETAa 8-n6. fpwmm AlP(T1P) BEti.OW SLAB TO I. L PROOCTTORDORYED. RECLAIMED WATER MAIN 4" REDUCER _ ............... ... •_:]/ � _ 9Lge DEAD.::kc bio ... ... DIi TNf Q P..vc: FIPE:;t00. 2F." Y� I£. P.kLSFFLE: V)E.VJ 2 RA➢NG ETxP•I sui><•.,''oe NOTES: T, PIPE:3'' AND LARDER SHALL BE RANDED'DIP WITH; A ;WRUIN, RATING OF 20%;456, Q .i r184' GROUND TFPE SNAIL BE:PAriiiED YAM tVq:t(1hT5 DF PAt{TGNE 9}IG cagBl,iiNE .CARDOTHANE 131:'APPROVED EQUAL.. 3 4 Z �: �'DDES 3- AND:LMOER'ARE ID. BE A NIN 11� ,4" LUFI0. J COMMERCIAL SERVICE CONNECTION TEMP. POTABLE CONNECTION AIgWE-OI?ADS" AND LARGER I R 21 TO RECLAIMED WATER NTS 22 MPRECAST TEE NHOIF LL INFLUENT SEWER SEE NOTE 3) •u` CONCRETE ENCASEMENT 6 •• OF VERTICAL PIPE DROP PIPE INLET CONNECTION (SEE NOTE 1) AS REQUIRED- 90' BEND I ...... , , •.. .... .:.. - PRECAST STANDARD DROP DETAIL THOLE TRANSITE COLLAR ENCASED wi IN NON -SHRINK GROUT FLUSH WITH ANHOLE WALL PVC OR DIP (SEE NOTE 2 PRECAST'", MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL T I I PVC OR 1 BAND jDIP STAINLESS STEEL ° PIPE CLAMP RESILIENT I• •• CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3, AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT LINES WHICH HAVE AN WVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS DATE' I DWG' MHCON IFIG' 201 I ° F - , PROVIDE ONE CONTINUOUS LOOP OF TRACING WIRE WITH 24" Of EXCESS jl AND COIL EXCESS TRACING WIRE IN VALVE BOX. #10 THHN SOLID COPPER ■ lbffERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN ' PROJECT MANAGEMENT a AA 003420 CA 8660 r, 604 COURTLAND STREET ) SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 TRACING WIRE GENERAL NOTES:. 1. ALL VC PIPE, PVC PIPE OR ANY OTHER APROVED NONMETALLIC PIPE SHALL BE INSTALLED WITH 3. FORCE MAINS -TRACING WIRE SHALL EX - TEND A MINIMUM OF 12" ABOVE GRADE VI10 THHN SOLID COPPER TRACING WIRE. TRACING AT EACH INTERVAL AND SHALL BE COILED RE MUST BE INSTALLED DIRECTLY ABOVE THE PIPE IN A CONTINUOUS CIRCUT AND BROUGHT TO AND PLACED IN A VALVE OR METER BOX FOR EASY ACCESSIBILITY. THE SURFACE AT 500' INTERVALS AS FOLLOWS: POTABLE WATER AND RECLAIMED WATER 4. ON DEAD END MAINS THE TRACING WIRE SHALL BE PLACED IN A PROPERLY IDENT- SYSTEMS-TRACING WIRE SHALL ALLOW TRACABILITY OF ALL PIPE BRANCHES IFIED PVC VALVE BOX AT THE END OF THE RUN. 2. INCLUDING THOSE FOR HYDRANTS AND SERVICE CONNECTIONS. TRACING WIRE SHALL EXTEND A MINIMUM OF 12" ABOVE GRADE AT EACH INTERVAL AND SHALL BE COILED AND PLACED IN A VALVE BOX FOR EASY ACCESSIBILITY. CITY OF OCOEE UTILITIES DEPARTMENT TRACING WIRE CONNECTION IDATE' MAY 2009 111 TWC IFIG' 112 ■ VARIES VARIES LOT LINE 6 BRWANCH z N SEWER MAIN SIZE VARIES ' 6" 45° CLEAN -OUT N z BEND � WITH SEE NOTE 1 6 BRANCH CLEAN -OUT REMOVABLE 6" 45° 6EBWRAN'THCH SEE NOTE 1 PLUG BEND w LOT LINE 3 DDOEUBLE cz WY PLAN FINISHED GRADE SLOPE TO � DEPTHN A 1.0% MIN. . ROTATE TERMINAL DEPTH 30° (TYP) SPRING LINE AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" S CE (3' MIN.)(TYP SINGLE DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. _CITY OF 220EE UTIUTIES DEPARTMENT SERVICE LATERAL DETAIL DATE AM 1990 �°�' WM1AT i" ' 2D4 ROBERT ZIEGENFUSS, P.E. FL REG # 56752 I D CONSULTANT: REVISIONS: NO. DATE REMARKS 2 08-08-11 CITY FSP COMMENTS 3 11-1-11 CITY COMMENTS EXONOT210 A OCOEE TOWN CENTER I NEC SR 50 & BLUFORD ROAD OCOEE, FL 1 ■ COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009.0280 DATE: 8/1 /11 CHECKED: ■ CONTRACTOR SHALL CHOOSE PAVING OPTION 1, 2 or 3 EXISTING PAVEMENT TO REMAIN-SAWCUT AT EDGE ADDTL. ASPHALT _ (,5' SHOULDER (WIDTH VARIES) ......, w»............:.. - 2 3 4 5 11 lO TYPICAL PAVEMENT SECTION (SR 50) Nrs KEY TO TYPICAL PAVEMENT SECTIONS Q SODDED SHOULDER A 12" INCHES OF STABILIZED SUBBASE W/ MIN. L.B.R. 40 AND 4 COMPACTED TO 98% OF MAXIMUM DENSITY. Q 1O" INCHES OF LIME ROCK PLACED IN TWO LIFTS AND COMPACTED TO 98% OF MAXIMUM DENSITY. A 1.5" INCH OF SUPERPAVE FC-12.5 LEVEL 'C' ASPHALT BASE COURSE 0 1" INCH OF SUPERPAVE FC-9.5 LEVEL 'C' ASPHALT FRICTION COURSE 2 TYPICAL PVM'T SECTION (BLUFORD) N n ■ Li KEY TO TYPICAL PAVEMENT SECTIONS • Future Curb An 6 „ Gutter Construction 6' 1'-6' _ 1 8.5' 1 ' 12 INCHES OF STABILIZED SUBBASE W/ MIN. L.B.R. 40 AND a 20 R or As Shown on Pans j - I - I - a -1 d Of Curb COMPACTED TO 98% OF MAXIMUM DENSITY. 1'-101 �A C I - � , � I I a I d Of Curb 10" INCHES OF LIME ROCK PLACED IN TWO LIFTS AND V-� ,r Exp.rJoint m cD '4 "� �* -2.. OPTION 1 COMPACTED TO 98% OF MAXIMUM DENSITY. -�fL m' •� s Miry 1 1" i 2 3.5 INCHES OF TRAFFIC LEVEL C SUPER PAVE ASPHALT .A C Edge Of Pavt1 Edge Of PavL-- ' Edge Of PavL---- Edge Of Pavt•--" 1.5" INCHES OF 5.C-6 WITH GROUND TIRE RUBBER OR Y" 5.C-5 Valley Gutter_ _ Curb And Gutter . 6" .. ( PLAN PLAN PLAN PLAN A WITH GROUND TIRE RUBBER (MATCH EXISTING). = 2'-0» 1 3' X 3-PLAN ' 3 5.5 Trans. , Trans. 3' Trans. Trans. TYPE F Top Of Curbs I i Top Of Curb-� Top Of Curb, Tap Of Curb Trans �� A 10" INCHES OF LIME ROCK PLACED IN TWO LIFTS AND I _ 1'-10" 1'-2» ,� 3 Slope To Fit Gutter-"' Gutter-' Gutter Gutter •--•� COMPACTED TO 98% MAXIMUM DENSITY. I' t * - Driveway PROFILE PROFILE PROFILE PROFILE OPTION • 0 5.5" INCHES OF TRAFFIC LEVEL C SUPER PAVE ASHPALT PLACED 7!•Std. 1'-2' - FLARED END STRAIGHT END FLARED END STRAIGHT END IN THREE LIFTS. s ri �' � -' 6' Mir? _ _� 0 1.5 INCHES OF F.C-6 WITH GROUND TIRE RUBBER OR /4 F.C-5 J .� n CURB TYPE A CURB AND GUTTER TYPES E de F 1 WITH GROUND TIRE RUBBER (MATCH EXISTING). k s'-0» �P -6 Min. * CURB AND GUTTER ENDINGS SECTION AA 12" INCHES OF LIMEROCK PLACED IN TWO LIFTS COMPACTED TO 1= 2'-0' _I Surface On Low Side Of Pavement 3� To Be i Above tap Of Gutter. Surface 98% MAXIMUM DENSITY. Note: To be paid for as parent curb. On High Side To Be Flush With Lip Of n 6' 1'-s 1'-10" V-2' OPTION J3 Q 4.5 INCHES OF TRAFFIC LEVEL C SUPER _ PAVE ASPHALT PLACED ; - - - - DROP CURB Curb Or Curb do Gutter. 2 IN TWO LIFTS. Q- Depth Of Sawcuq " �� • ,•y * 3 Max. t 3 Max. Depth Of Sowcut r Slope Varies Q 1.5 INCHES OF F.C-6 WITH GROUND TIRE RUBBER OR � F.C-5 .1 `T •R 9• _ 1'- 6" _ 0' Min. i1iy/I - 5' Max. 0' Min. ; : - . �, <. 5' Max. tj /4////// WITH GROUND TIRE RUBBER (MATCH EXISTING). ro' ft �« �t,� T7!Std. I • �, * 0" Max. 0' Max. 6 Miff. �11�--�, 44 f ! Flexible Pavt 6» I �:- ..r 7!"Std. TYPE E TYPE F 0 5' WIDE STABILIZED SHOULDER W-0' 6' Mirfi i-- Depth Of sows -1 ��_3• 2 Min. 1� lies to both high and low sides of pavement, low side shown. SECTION BB - ��ZT�-'�'�'�v I Map g TYPE E CURB AND GUTTER AND TYPE A CURB 1_6s 1'-10' _ _ V-2• SHOULDER GUTTER ADJACENT TO FLEXIBLE PAVEMENT r - Standard Shoulder UnaSHOULDER should be avoided within valley gutter and within curb and gutter endings. Joint Se013 �, Earth Berm _ t' - _ s•_ _ 2' shoulder Pavement CONTRACTION JOINT IN CURB AND GUTTER _ _ . �- if ,�, i 7i. Std. �- I M =I= ■ 6' Mirf. •Q` t Concrete •� 'f' Concrete ■ �� 'P * ^� Depth Of Sawcut Depth Of Sawcut >° Gutter - / Pavement g» I Depth Of Sawcut , 3J Min. % 3� Min. / 3'-6' � 3'-6" MPZT-,1731 Min. / -T 1 -T ii .Ex . Joint AndSECTION CC SHOULDER GUTTER TYPE Preformed Joint FiileEl * When used on high side of roadways, the cross slope of the TYPE B TYPE D O Applies to both high and low sides of pavement, low side shown. VALLEY GUTTER gutter shall match the cross slope of the adjacent pavement. The thickness of the lip shall be 6', unless otherwise ehown CONTRACTION JOINT IN CURB EXPANSION JOINT BETWEEN GUTTER on plane. AND CONCRETE PAVEMENT - Note: For use adjacent to concrete or flexible pavement, concrete shown. EXISTING PAVEMENT TO REMAIN-SAWCUT AT EDGE For details depicting usage adjacent to flexible pavement, see diagram right. 2'f r 5_, I 2' Expansion Joint, preformed joint filler and joint seal are required between curb do gutter _ GENERAL NOTES ADDTL. ASPHALT SHOULDER and concrete pavement only, see diagram right IF , ,0 1. For curb,gutterand curb and gutter provide - ;r contraction (WIDTH VARIES) CONCRETE CURB AND GUTTER • \, joints at 1 O' centers (max.). Contraction joints adjacent to cone. 16" Some Slope As 6» pavement on tangents and flat curves are to match the pavement Adjacent Pavement I 9- I oints. with intermediate joints not to exceed 10' centers. ;::.>;;.....:........ 9 7 - 6' Curb,gutter and curb d: gutter expansion joints shall be located in ,: _ ..::..:...r„.. -_� f R = • Joint Seal R �� ,,Joint Seal - § . Joint Seai accordance with Section 520 of the standard specifications. :. ,..........w.. ----' -_ .�i\� �•� � i _ - ,P p�PHALTIC CONCRETE CURB �� •� ��� n � • �t l 'a 1, (/ m 4* Min., •� . 4 5 Max. 5 Max. 6,-0" 2 heights in Curbs e Types B and D shall transition from full to zero 1 2 3 4 F co t?10 °D P �/��Orf Holes 12" , m. 2" Min.. 5 II Conc. Pav t. x 3' Max.'- 1'c,,,, -1„ o.,• e„a _..I� - - -----. -• I».- ,•- Cone. Pavt 2" Mtn. Alm \ !Is � +, ....:41 .*.'� �,i. 4t --.w� -.":, . FL�i,­ 'r.t. I"'. e'. . ....n..­...e.pI t,7-4, 1�, �:�., �­­:­c��- h i '. -) . k.I.. :. ­..­......--... �-.�. l. �.I..:.. ,I � .,1., .'. ..�.. I.� 1. ....� .... -..�..­.��.*�­:::.­* , .. . : ­.�­�.I� .­.$� .1. ./,� 7.. ,­.6-- � .,....4 �o *.d P,� 6; -�& ar s'T : .V ':Fi`r.:4. .7 Bpi, ciCO or 42 ;: s ` ?r. � :`-15! ,� 5 z `` *Far Se" brq p J.: ``:..:.r - :, . ar_ ;:;: 6. 5 r..r: . 5 a 4 SeParc. t'�r' ;_..9;.. ],r_'--.�'s.'!.,...: fix'" t:?r:.6I ea.v'o_ r' y 2:`.':For'6''SeN1oFatar' Gtinst;:JcPJ7t *th t�iIII ,;.Ii ,�I - ,.' fSt{zie' ::ts''B2tov)' u; 3 6' : .:.: ; nfJeh }g,,,Fr: 8 -6:' ;pep r;otar /4 racf?:�r.e z, ..t Jarnt.:��ith K tseJima . s .Belr> I ` Perm.%teed (T 1 a } r rryl, r: ,., r .. Ta r tdr�e ?'errnrtt.�d i` ..._... .. f ,i .YP 4- 1.­ ': `, 1 r .. `J rya" .� (' -,.:/ ?.�" : '` ' y ju .. (=tdxtble �-'-� , I`: textbtz. `'-- 6.':'': Pave,rier i' . , ..... .. :...:... ".Su. grape scrbgrgrle' . . .. .. . �: : LONGITU, OINAL: SECTION .aVO EI, TRSECTION 0PTIQN I rii: 'ii:m_ a i' - 'i -: ...................................._.. ' 2.' :tJiAi ?- .Lt :#ibn T or:O tioh :'tt. n. 5e used rcr 1` ' 'ems , i5nd (V separators ea:ee t W:......... 8.. ...�. YP r ... G'.... f ., R r' 'o sv Jet .a �M ec ire d tr J (s ca zd fr�r rrt it;'e un..; 3. Far: al!'s: avatars .era's icle.: f +' 'j' " coratr'ac'ticrrt jolrits ot. IC' ccnte�s CmeX:%: Corrtrac'tr[ir: r.....r r t e t ;: t to . ncr f�; c. ent o: fan. s , e' s.. r a c s ad. n o e „ . a.r^i� nd ,a+, u. a a c .o � r7 . "'.vp 'ant �pf8' LWM. it`�or,m'EC7'f ,fe +,C0/ -t$.n' t''o. @xcEwi! 10''ceri.tcrs,. >r.. .17'i .. h !.. ... Q' ^l, 4 n r. v id Lis. ' f ' 6' r .. , aid d, a . , r n �F..wv arat�rs tall `raw f o � 0 8'-6 she �� or ter, r th co r cez c rf A r j. 1 1 r • rice , til` .,oncrM re Tro,.--frc S� arv#o, f 7� e_ f_ .irde U. 5e a ..tors haWin P Y r 4 P P w64tfh Gf6 .. ,her ,'�'�ir q srrcttl e, .detPJled ; J tfJa plans c5 sa�cratseporatvr:s and Pd d ti�J'::Urtu�r thM` GDVv 'GG't' ul; Pri'Ge fOr:car7Gr'Ety. T'1'C.r=. c SeParol'or' ('4rec;oll Sy. DTRAFFIC SEPARATORS NTs ■ .:: ...: :..::...:.........:..:..: . . r . r r a bC n r e..Plcns Pre a. a n. a- ... . the Berl ..fa ... ua draft e n. fad d rr th t r� rVlanu T n 9:...:' ..:...: '. P . ,': ".';; ...':....... ..... ... .. ... r:.:.-:,':'c{':::;C?.:iir<;:;.:.:l;:::�,: r::':`:'... ..:.; :.: ;:., ... r.:.:: .: '=;: ..;',.:: ::.- .::_.: ,. .,. .; ., .:.. .:.: ..i:: ..: °f"i_i :8_'. :, :;:.:.: .:. .;: .r`;'..r.:..''zi:...'>:'.:: ,, ;.:: '.::::r.,:::::: �:: ^ ;: ,. t. - - - ::. r3,. 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I....�.%..�.�..�.I.:..�...:.:'',. : MI. 1- � i "::".1 ,.­........ ...... --- :.: . : : �::. 6 ''. .: .,:..... :.. . ­. ­. ­ . .: ; TRAFFIC SEPARATOR SHALL BE CONSTRUCTED SIMILAR 5<..:. ::.:. :..:.::::..:<,:::.:;:.:..::::<:::::,:>...:.:::.<.:;•:::::;.::::::::::;..:.::..::::::.::> :;.....: .. ... .. _.... _. NOTE: 2 FOOT (� GUARDRAIL NTs NOTE: REFER TO FDOT INDEX 400 FOR COMPLETE GUARDRAIL TO 4 FOOT WIDE SEPARATOR WITH STEEPER PITCH l4" TO CENTER) 0 DETAILS iierrERPuurJ 1- t W ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629,9124 t SEAL: . ROBERT ZIEGENFUSS, P.E. FL REG # 56752 1 CONSULTANT: IREVISIONS: NO, DATE REMARKS 0 DEVELOPMENT OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL 1 I COPYRIGHT © 2010 INTERPLAN LLC RESERVES COPYRIGHT &OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE - PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2009,0280 DATE: 11 01 10 �44-4;1611 ■ 1 CHECKED: L I InistRW Each Back Epp _ r-0• 1'-8• 1Q' Required When ��r r Inbtmel7tCaiAbout p No. 5 core =I= i Q A (Provide Horfz ,- - I s• I 6' 1 No. 4 Bottom Beop Bars n • 04 O 8• a r \. Nook On Throat 8• 8' _ 8' % Slain To Match Adlooentgrb With 2• Top Radius f 5 O 5 a End Of Top _, I ( I I I And �' Bottom Chomfer Radius 8' Cult B• or 9' ' B e _ Inlet $ 3 = -No. 4 Sate , ' ( L.r ...� Ctm M ° Comer Fillet (see Note 6.) •■P ••�� LA g� - 3; 8I- 5'-8' le I 3'-s• ( I •3• 'i° a No• t ° 8' Ctrs. Hoft 10•_8• 9 �jl o 4 Diag. Bars 3•_g• �° g•mfor,"-No. 44 O 8' Ctm. Vert I = e -' - _I TOP VIEW Inlet Box Or Ri� (Simi Cover Shown) To Be Paid For Limits Of Inlet Construction To Be Paid For SEC1I0N M F.L. Of --�- An Curb & Gutty I As Curb k Gutter ro II •l ---- 19• � 1 r IJ�� - - 3.�. 8._0. � 2._0. 3.�• *Gutter Transition l Gutter Transition SECTION BB ' - - (Curb Inlet Top Type 8 symmetrical With Left Half) INLET TYPE 5 Intennedlate So w ntlnWhen e t�e.Adjacent Longitudinal Closw Than 8• Cerutem) SECTION PP m Theo. cutter SECTION QQ L re-N Epoxy -Sand Ora - Each . O O O O O -►N TOP VIEW :!�:nd 9� SECTION NN GROUTING DETAILS .p.M Epoxy -Sand Gros Each Side---�_ t-►M TOP VIEW 9w Epoxy -Sand Grow 4•• Grom SECTION MN GROUTING DETAILS IiIN I� F1 n_ V-W o. to o. Of Frame �•„ 3'-11• o. to o. Of Cover I ` -- �c ,o�Dcot L 3121 ------ (See Detsn) MALE SMION W 4'-W o. to o. Of From. r 3'-11• o. to o. Of Cover 4i f _ cwer� 8 X* HALFSECTION DD STEEL COVER I I PL i SECTION EE CAST IRON COVER Barfe 12 1 •{� 2 es SECTION xx 3'-11• Is x31 j I ,tr Y.4.i --•I Jr- � o Non-Sldd Floor Plats, h 16 ��s v TOP VIEW Y-01111lj . SKETCHS SHOWING FRAME SEAT AND THROAT RECESS Anchor TOP VIEW FRAME ANCHOR DETAIL 1. •GMER& NOTES The finished grads and slope of the inlet tops are to conform with the finished crow slops and grade of the proposed sidewalk and/or parkway. 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius and, where necessary, modify the inlet details ocorwalgy. Bend steel when necessary. r 1'-3' 9' n, I- n • ' 2' y � l ♦ 3. NI reinforcing steel shall " minimum cover unless otherwise sawn. Inlet tops shall 2� e' - - s• _-�-No. 4 Top Bars -F Us ��� be either east -In -plods or pmr;ost concrete. No.O 5' I No. 4 (Bottom Bare �{ ■ � y� 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions shown or in accordance with approved shop drawings. Request for shop drawing approval ■ SEMIOH GG 5. shall be directed to the Slobs Drainage Engineer. Concrete meeting the regnkenents of A.S.Tdt. C 478 (4.M P.S.I.) may be used in Neu 3'-11' 3'. of Claw - concrete for precast whits. manufactured In plants which are under the Standard Operating Procedures for the inspection of precast drainage products. �" H -� O O O O O O O O -- T -T 8. The comer fillets shown Ter rectangular throats are neoaseary ony when throats are to be used in con(uroson with ciroular inlet bottom° er when used on skew with rectangular s•_ (: 00000000 .1 r O O O O O O O O s 7. i'let boxes. For inlet bottoms see Index No. 200. O O O O O O O hO S. These inlet tops are designed for use with standard curb and gutter Type E and Typs F. 7W MOOMC#TION FOR TYPE E CURB *' O O O O O O C3T�-,}' O O O O O O O O,I, X Locate outside of pedsstrfon crosswalk whom practical. 00000000 9. See Index 201 for supplemental details. O O O O O O O O :et JJ( t 19. All steel used for frome and cover son most the requirements of AS MI A-3e. L@.N 11. Elther cast iron covers or steel coven may be used. Iron covers dolt be Ckas No. 39 MP VIEW coatings in accordance with ASTM A-48. " niCURB INLET TYPE 5 & b NTS NOTE: ALL INLETS SHALL BE CONSTRUCTED WITH A MIN. 6 SUMP BELOW THE LOWEST 12. When Alternate V Cover is specified In plans elther the cast iron omw and galvanized steel from or the the galvanized sted cover and frame must be Covers to be to the dotal REF: FDOT INDEX 211 PIPE INVERT AND SHALL HAVE A 12" WEEP HOLE PER FDOT INDEX 201 `roes'' are accordance with grouting grouted of shown on sheet 2 of 2, to recto of lack welding. ■ ■ ■ ■ S-0" 2'-4" ROUND CORNERS RIP RAP OUTLET PROTECTION STORM SEWER PIPE LENGTHS NOTED IN THE DRAWINGS REFLECT ONLY THE PIPE 2" 111 11" 2" " VELOCITY DISSIPATERS ITSELF. WHERE A MITERED END SECTION IS INSTALLED ON SAID PIPE, ITS ADDITIONAL 6" 2" 2 1/2 #=D"/5, 3"4" MIN. PIPE LENGTH SHALL BE INCLUDED IN THE COST OF THE MITERED END SECTION. A IA Ned o o SOD o o DIMENSIONS AND QUANTITIES + 2 1/4 2?-0- 2 1/4» �y I o - �r? _ ' I o 000000 ( M � MI 1- O m +� 1.5 R I ( 0 00o0o0c D A B C E F G l SINGLE DOUBLE TRIPLE QUAD. I .-� _ M - oOOC I PIPE PIPE PIPE 6 6 �- - - - - - I •' . _> 0 0 0 c ( 15" 1.92' 2.18' 4.10' 2.06' 5' 1.22' 4.63' 7.21 ' 9.79' - - - -� 0 om,000C 1 18" 1.97' 2.74' 4.71' 2.56' 6' 1.41' 4.92' 7.75' 10.58' " r "'SQ O O 6 ! \�-CECENTER TER 2"-Li - 2'-4" -4-1�2-1/2" I • oC o"000c 1 24" 2.06' 3.85' 5.91' 3.56' 7' 1.73' 5.50' 8.92' 12.33' I PLAN �� i 00000000c' 1 30" 2.15' 4.95' 7.10' 4.56' 8' 2.00' 6.08' 10.33' 14.58' L �„�' J I ° ° o ° o ° o C 1 36" 2.25' 6.08' 8.33' 5.56' 9' 2.24' 6.67' 11.75' 16.83' {, --i f--2J"I } I _,,-SOD--" �' 0oC 2:1 1 42" 2.34' 7.21' 9.55' 6.56' 10' 2.45' 7.25' 13.25' 19.25' f " 1 1 2 �� - I� L �_ n r r f r r r r r r _ / SLOPE 48 2.43 8.33 10.76 7.56 11 2.65 7.83 14.58 21.33 3 0 _ APPROX. WEIGHT 235 LBS CONCRETE SLAB 3 OR 5-1/2 THICK I 54r 2.52 9.44, 11.96 8.56 12 2.83 8.42' 16.08 23.75 3 3/4" 2'-0"- 3 3/4" " PAN I 60" 2.62' 10.56 13.18' 9.56' 14' 3.00' 9.00' 17.50' 26.00' --'-rj � CAST IRON GRATE REINFORCED WITH WWF 6x6-WL4xWL4 I 66" 2.71' 11.6W 14.39' 10.56' 15' 3.18' 9.58' 18.75' 27.92' 3" OR S SC q C VELOCITY DISSIPATERS I 72" 2.80' 12.80' 15.60' 11.56' 16' 3.30' 10.16' 20.16' 30.16' N►, n FOR GENERAL NOTES AND ADDITIONAL n -POUR W/PAD r , W I GRATE �) 2 GRATE INFORMATION REFERENCE FDOT 5-1/2 B I 15 2.27 4.09 6.36 4.03 8 1.22 4.63 7.21 9.79 o= INDEX 232 SHEETS 1 AND 2. 1 18" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75' 10.58' 3"CL FOR HORIZONTAL WALL REINFORCING, ONNECTO ( 24 2.53' 7.18' 9.71' 7.03 11' 1.73' 5.50' 8.92 12.33' REFER TO FDOT INDEX 232, TABLE 1. PIPE t -SADDLE 1 30" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 6.08' 10.33' 14.58' CL 'n .� EYE BOLT o SEE INDEX 201 INLET CAPACITY = 4.2 CFS * 1 36" 2.87' 11.31' 14.18' 11.03' 15' 2.24' 6.67' 11.75' 16.83' 2 CL L� 6 HEAD DEEPEN AROUND HN 42� 3.05' 13.37' 16.42' 13.03' 17' 2.45' 7.25' 13.25' 19.25' _ ( ) NOT LESS 4.1 i 2.65 7.83 14.58 21.33 18.65 OUTSIDE EDGE F 48 3.22 1 5.43 15.03 19 I� � 2" CCTRS. (TYP.) RECOMMENDED MAX. PIPE SIZE PtjPA FOR 5-1p2" PE�TTHAN ��#4 SLOPE 54" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 8.42' 16.08' 23.75, �- (INSIDE WIDTH) I E CONC. PAD 60" 3.56r 19.55 23.11; 19.03� 23, 3.00r 9.00� 17.50; 26.00, n - " W=D* 1.5 66 3.73 21.62 25.35 21.03 25 3.18 9.58 18.75 27.92 PAID FOR AS 4 BARS 2 0 WALL 18 PIPE # n r r , , , r r r SECTION A -A " S-1" WALL = 24" PIPE PIPE CULVERT 72 3.91 22.68 26.59 23.03 27 3.30 10.16 20.16 30.16 1 12 CTRS. (TYP.) F PIPE TO BE INCLUDED UNDER UNIT INLET SHALL HAVE A 6" MINIMUM RICE FOR MITERED END SECTION OUTLET PROTECTION/ * SLOPE- 4:1 MITER - TO Q PIPE FOR PIPES SUMP AND 12 WEEP HOLE IN SECTION EROSION CONTROL 18 AND SMALLER BOTTOM. 2:1 FOR -PIPES 24 AND LARGER TYPE "C" INLET & CAST IRON GRATE NTS 5 MITERED END SECTION 6 NTS 2:1 MITER 8" TO CL PILLEROR PIPES 4 0(REF: FDOT INDEX 232) (PRECAST DIMENSIONS) INL001.DWG FDOT INDEX 273 MODIFIED C8• 1:1 FOR PIPES 24" AND LARGER DRG019.DWG PIPE SIZE I RIPRAP SIZE 'D' W1 La W2=D+La d50 dmax 18" 4.5' 6' 10.5' 6" 10" 24" 5' 8' 13' 8" 12" TURF REINFORCEMENT MAT NORTH AMERICAN GREEN SC250 OR EQUAL W1=D+3' o OooC W W� O O O C O O O O O I O 00000-' 00' OOOOC W W A A M1 W W 0 0 o c+ o 0 0 J 0 o 0 0 0 0 o C 0 0 0 0 0< O O O •Y W 00000ROCKoOc + OUTLET j 000000cc,..,.,..,. N000000c O O O O C O O C W w APRON O O I I 0 0 0 0 O"O"O O O C l W W PIP E N f 0 0 0 0 0 0 0 O 000000000 •Y W O O O O DIAMETER- D o 0o *3:. W 1 La = 4 x D La APRON THICKNESS = 1.5 * dam ADOPTED FROM DESIGN CHARTS 722-5/6/7, USACOE b MES OUTLET PROTECTION NTS 7 NOT USED N DOUBLE YELLOW PAVED R 124.5 10 4'f `11.6'f 0.8'f 111.0'f 11.2'f' 1.2'f $HOULDER E.B LN. L T. LN. I IV.B. LN. B. LN. R.T. LN] 124.0 l ,».,: \ EXISTING GRAD. EXISTING 123.5 I EXIST. SR 50 VEMENT APPRO". 2% C OSS SLOPE 123.0 I SWA'I<.E 122.5 I 14' DOUBLE YELLOW 4' TRAFFIC SEPARATOR CLR. ZONE I� 124.5 104'f ( 11' 11' - 11' 11 5' _PAVED E.B LN. W.B. 0. R.T. �LN. SHOULDER s` 124.0 EXISTING GRADE 123.5 1 PROPOSED EXIST. SR 50 RAVEMENT Q APPROX. 2% CROSS SLOPE 123.0 A, - 23 0 SWA LE 122.5 STATE ROAD 50 CROSS SECTIONS SCALE: I" _ jOVEORZ, N 0 122.0 ItEXIT T WESTB6UND SR 50 W-BEM GUAR: ( 4 MIN. I ASPHA T PAVEMENT PER DOT IND XRAIL 400 ..,N,. �� ».�»»...•..,Y.m.:, �� ����� 121.0 I. . `T ®6'-�3" O.C. . 0, D 120.0 w� �.URBING-ram 1q! m 8:1 MAX. SLOPE M ��\ 1 - SEGMENTAL RELINING 119.0 WALL EXISTING GRADE.M k. z _,-.----TYPE 'C' DITC i BOTTON INLET118.0 SUPERELEVATEO SR 50 ENTRANCE- `" w ASPHALT PAVEMENT117.0 ELEV.=117.4_ 18;; f�P 00. 116.0 I STATE ROAD 50 DRIVEWAY CROSS SECTION SCALE: I" = 20' HORZ. 301 = 2 VERT. f Buffer Spizce:: zrr►rf TirRer` L ; ' t`h': ... ....�' Tam rt7drtir7 $' fT... L .t 1 Spkde. ' Z �'1'�trr#.�, t��.fiec.'t'vr'r-*art Pcrv�rrrerrf':r�9arkfrr�s: i <.Eft;1 Cft;3„.�, til>�e � ej t e. ■ sic - _ 1] ih $ f ra..er &,0pd#:h.= L. J. Buf>.=r Space _ I P.... ... y .. ............. . l #�i3. a y ROAP. WQRif 11 �., .. ps;t�tee, S'1?Qcrny.. 2'ctper ......... I tt ... [ 1. ... ROl7;\' .. r <.■......_... ,��..... 5.5.95 t6t7 / ,..., .. fee: 'Tab,e 1' .. I: 1 � � .._.... .. . ........... WORK'. ;R1GIiT: LONE L='ty5 SPEEDING)`f�fES< , . ci:�s�: , . � a G 0. f,20 r13 l DOUBLIED 73 PRESENT Gleurce .:Spzrcing tlifre i .'Buffer cgrrrio:f:' S at Tic ' r .. . mom r„ c s rat: #s: fhs: :due' '�.a. e t .. . .vn t .. n l�ila ;''Gist n e Becmzen p�t��ice5> frt;7` . g...... x . a .., Type.::r YPe II 5?erxd;. Gdris'.o;~ Errrcvrles;..cr;...Ver{icd! (mph)° t c+trufar' r�Aorlret's :Aa�eis or ',rriiiis , i2' Fvr .foteral frcii��iricrrs :ether rr n rise icrCier^.:l:vrc3en:t..._ 7pp r,,.1„ f; nger�'t...._ i'«rnq rTer 'for'Z :shz urn in: :the 'ro'tas r ,qmn; I. p k-nafrro:F tnpor tn::fee .... ,. ..... .... .....: ... ... .. t. DI5TA1`ICE BETWEEN :,SltzhlS' �?..: ... �'--: 1-Viath:.'af:i��er...GG tr:.vnst,-;ii�ri•' {rt:.feef ;Spac.�cag. fft�, art° <�t�`. ,....t0t�. :�� :��s,L�.��� e ,rmi:f frraohl: t I 5t? h �... cur r � 1.. N . a .eratra . s s rafl.i�e ca v :elude czs�d '"h.vfa. wr'>'h a.he. t'.T� x . �r en r hr rn p g �rtron01l T'r, a ;ul s: ;111:atl fee9ri24anU wr,h. v#her IA.55 mphor greo'ter: • .0 4. 16' r t7 1€ ..L?t7 oApli4.�f?f s iJ G� :Indexes: Pp'vndrvrdeet :clot w, Sus ;the.. me hart' :s gns.:as.::sltowp:''Gr tc' :l e ©rr(it_fe f` 7b& RgAD °bYd7NK 1 wLt-'slgn n?gy.Yc::xsed f3..Fhis i.G2' plbn does rrrif p}�(y when, work: is: beiiag'p rforl��ed'i�� �: . s rsn cv r . rs er . rrrred .t, ...Pie . edrvn' as �e ;an. , rurried'.hr : ..a:': : Lhe i' ::...'_ ::_ . 1 .:. r. V}h ,c?..k ..::p.. ftr.:...,....:.r.... m....,:. d...........-3'_w.ys, the.rirr}rJie,at3sisler.s,�r_,rrEire..�rne Ir?ah�d:�::::5 enx-'1Vv;;1::; o& cln aifiern�lte its . �1?e fh'CJ�FO (h.BRK. �tiEA:? :.. Y,... .. . sio,r. Old th,6 RIGHT si.gn .• Taay;f�e u..�._e.d. .:, .a.s.L.....:r�..n.. ..o..l.f.i?lfi..snaJ..ndevc lars rner#ehd and' ieElanact�#a sfl:oriv Marie' . 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'<;'.'. t . h h :. r, f � P .. Z' L c te'1 s rrr `t e wv :1 �rr:e.a:::haa e t r h t.c. sit. . r tca.t Nr17:::i<`"✓�'S ,7 HEir� (" �t ?a it _ .. 8 Elv rrr. � _::.... _... e o. ! t 8 1 d. £ 1 , r to .r . .. e scr.at.n .err s#rv6e.. lr tits o ev.Ptra ;- .....:...:..: r rx,._nst v, f f situ! v. 1 ....... 9 Y 9•. 9 4., �} P #ratru �t>:.a5ctlltmg; err .s.trcaze' .lrglzts : operrt?ng E1V,4t7Ch f1V'' .f hE :LhPIE �T iGEhtl LJt er?ge .flag': tnd:. Type..ft' Ltgbl-:.:..,: e7 4.altrnied':POMPfgxrf 'oi ahe :no.?dt rr".. Lids :bi?eri cans er"ed: {ed"s13pttfders:.: havirr:: �'.'u Fdtfr;.'p::r' .ft., c� ;rriorerre :e15.er1a; 13 Y Tt7 :FI:7tE f'' :5ftfLQEt? p ... 9 ■ Gtzarireli?in�r :t7euice fSee: ':trade hl�i:.:6 (J3 c hnnnetizi»c :r r;c s :stzcifl leg :use'd .'tux ccas .::the shgtil er rir�;:riry rtif e:' AREA �' L71?T:57#7L Ff!€ EDGE.:f?F z? #he::rime .9t t1 ::s viper try 'ror.ppt ve,jl u. r.jfr. affii ' {o':; rwrlaM v�i:.fhftt ::ita T. 4 t:1 fL :Val t Y`: YVort;. _one •Sill?' L'raueliiay Sir Inds: tVe1 3ciF'`sfttaitfder.'tap r':fi?retrulps: 'lirrd)W TinC18Ris: .rt .. . �� .. .:.. mast: Frio: ,� L:,ar}? fren'irfrr ?i;Tar: f ':Dirritruri['af' rc. Flev®io �;I(T'(;J :FDE)fi 17� g III; tIL;T7, J x 1 !RK VI/1.T0- IN.f ' ' L; Il m. .1 � c INTERPL H ARCHITECTURE € ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I 604 COURTLAND STREET SUITE 100 } ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407.629.9124 a ROBERT ZIEGENFUSS, P.E. h FL REG # 56752 CONSULTANT: IREVISIONS: NO, DATE REMARKS ■ M I -■7 � ,� I, DEVEL0 PMET III OCOEE TOWN CENTER NEC SR 50 & BLUFORD ROAD OCOEE, FL 1 1 COPYRIGHT O C 2010 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO: 2009,0280 DATE: 11 Ol 10 C81 CHECKED: ■ ■ r I I General Notes: 1. The removal of trees for the overall development will be permitted in two or more phases as indicated on the engineering plans. Permitting for the removal trees on individual lots will be on a lot by lot basis. 2. An arbor permit application will be submitted with final construction plans for any and all portions of this project in accordance with this plan and its requirements. 3. This plan is based upon a tree survey provided by Accurite Survey. Maine St Tree #1960 to be removed via chainsaw then stump grind to finish grade. 15' minimum landscape buffer 15' utility easement 15' utility easement Legend Protected Tree Protected Tree To Be Retained Protected Tree To Be Removed Phase 1 Right of Way / Phase 11 & 111 Right of Way Pond #2 Tree clearing area right of way phase II 11 V V 16V e. retained landscape buffer Phase line e E o oCD U a) Tree Protection Q co Barrier Q Dripline N 70% Dripline (min) • 20' (max) ) r e �C) if i aj a = Dripline (Varies) U I Fence Location I Plan View (Min. 30%from dripline) I • _ Q) 00 Fence barrier to a cN i be no further than dripline aj LL O U0-0 � W A Protective Tree Barrier U '0o ') Not To Scale Q T Qo U (n z v> CO 7C) QC zCU >I; n 4 U Trees within pond to be preserved cu o pond bottom to remain at natural grade -J co m 0 �S N Y O ., C.)n _ - O moo O 0 00 O 0 _ .c Cl) O �eH C C o lao let N O N 70 Z e,v mis e O O - E E E 2 0 0 erg 0 O 0 ie'•••• - O O E ~ U O O 0 U d U �0000�0 m E w O Q ° 0 ©0 Berm for pond #1 a to be constructed in phase I >oo o � >- a- Conservation and drainage T T T T easement W 0 O N N Q Recreational trail O O r O ❑ easement LO M N w Flood Plain .t, �-+ l ' N The developer shall be permitted to clear the flood plain by non 0' mechanical methods from underbrush, invasive plant species �- �- and vines to maintain the area as usable openspace. L O n' CU R1 Right of wayCL phase I Lake Bennet O C 0 Q•>� = N (D O > U O O S R 50 C `` y- ° a� co CU C ® % PROJECT NO. 1015 SCALE 3 NORTH 1 "=100' DATE April 2011 1 100, 0' 100' 200' Date: SHEET AP-1 r .-V 63 < 146Z 2465 acne L TRACT H 2458 72 247 476 2467 24556�2454 2448 AC.± g24562447 469 2433 2445 2468 432 20720 70 0 2440 0 24300 24280 21220 to 2131 21.32 415 2472 2427� ;� '(�M 212; 0 2416 0 2171% 134 5 212.3 '0 2412 24,34 01215 2170 2168 0 21J6 2138 21150 02426 CO 2167 r)A- (M 2135 '00 2102 3 02425 01213 2137 2104 0 Ql(:��410 2139 2105(UM 1216 0 2-2140 2087 2166 0 02150 20J* 01220 0 2165 -2143 2100 2088 1224 01222 0 `�3 0 1208 may., 12250 0 2174 2163 (9145 2099 0 0 U (0 2146 1227 1228 21620 2160 0 PtjWe 7 2159 LOT 4 ig n 0 8.57 A 2096 1230 1239 0 0 1235 2157 1199 1232 11-98, 0 0 0 1197( P-h 1231 0 jj,� 0 1236 11954 V 01240 2156 2155 0 1194 - "It CM 1192 1237 11930 0 01242 119100 11117 1186 0 12430 1183 12� 1245� 1246 1991 1182 1873 1872r�3 1988 C( 1990 D 1181 19898 CI 1870 1987 CM18750 ........ ... 1893 892 1870 1894 1B90 1876 1890 1877 18781869 0 (�r� 01895 1888 9 18790 896 C10973 1 1887 1865 a 1, 6 1B850 164 1899 1I840 (13883 AI, 1901 1902 Right of way phase I tree clearing area 0 2062 20120 20130 TRACT 0.28 AC.± 2017 LLJ � C) Y 3 0. 02016 Cr) Cn 201a201-5 20274, 2006 2008 Right of way 2004 phase Ill 2003 tree clearing area 2 2 1983 --- 0 0 2001 " 1998 TRACT rd98 02 Right of way U-12 AC.± 1\ 2005 phase 11 1985 1981 tree clearing area IN 89*56'50" W 0 Lie end .a Protected Tree <) Protected Tree To Be Retained X Protected Tree k \,--j To Be Removed NP UO q z 'K lw—­166i A A 1563 1592 1594 1597 �#5572 1578 1657 7 1659 1658 K 165 564(& M 6 1 QI 1661 .P 16V ZVI' 1570 1593 32- 1575 1577 A 1653 1649 1650 1654 156 1598 0%fir* 0(N "I y 1 19 1525 1531 U. 1527 16 1521 Ml� U 01517 15780 15220 0 —�N 1532 -77��--- 1629 _ \ 2 a 1495 1536 2 1505 1504 1501 1631 1859 1511 1510 1 1497 TRACT P1494 0 0 00t§1499 14 1 �&j T- T- 1862 1513 0 14 1602 1,15515 1502 1535 1 1.69 Ac. 7 17 T7 77 LU 1491 00 C) 1489 C? IN C\1 1483 1485 PO ID60M US 0) ir` (d 144J.' N 7856 4&Nk 0 0 0 1482 14860 1 ITY �2 / : AWGE @ ELEV. 121.0=2.4 ac 430 U4 1484 F- I lasdl, 111 849 �18 8 0 1857 1855 14 1 1448 M M IN ,�1450 �L449 c3z `�3 5�P!TO�52o 1847 18520 1459 7458 1429 1457 1845 0 (C3 72 AC.± 1417 37 IP38 1339 1423 1425 1842 1462 18, 740d 420 C3 'T-f8CT #4 1782 769 1416 1840 01853 178 1 00 1770 1461 C 390 1844 Ac. 1780 /W 1460 14616 q415 1 142 1.07,10 2 i� , I.;: 1_412 1428 1471 1469 IM4 1477 3 rl� �ffl 1815C 181 0 14730 1472 C, J:V 1419 0 0 1335 0 1413 ///I 1470 1512 1342 1410 4 1314 1336 14140 1401(a W 1814 17964LI 1402 396 131400 1313 1315 1408 40 In 1795'�j 0 1329 I t, Vf,-, (D IN 1756 /r1328 1331 , I U , / /- 1792 7601475 1480 7 1332 01760 17940 Z. T115 1397 1759 1797 -0 1478CPD OF� 0 18040 1798 . 1 1316 793 C31747 0 1799 1800 01 1477W 1388 U) CU 75 1728 rl�,3.10 1308 rrh 1726 C3 13'.0c).309 0 1317 1325 1746 (IM 1776 C 0 �V1394 Phase I Right of Way Phase 11 & 11111 Right of Way Pond #1 Pond #2 o) E .Q 0 U) -0 Q) Cz Q) CY) (Y) C) C) . CIO CY) aN LL 0 0 ()-0 00 II *r-- Q) a M (D Cf) + C/) 71 tf >Q W 1 Z) Or- 0 0 (.) 70 Q 19t as 0 —j C.0 E 0) E 5 E E 0 5 O O C:) -a z E E E 2 o 0 0 Fr (D = C E 0 0 0U CL 15'minimum landscape buffer 15'utility easement - Tree #1960 to be removed via chainsaw then stump grind to finish grade. 1730 11 U,3 1722 0 1297 298 C: cc 18 CID 4 *1113 T 17 j 1347 �1736 17290 LO 17 1295 1301 324 12 F- 0 �r- 0 1731 1720 1323 (411734 WQ9 A o 0 C-L 733 1710 1712 1779 778 1322 225 0 49 1732 (�3 �--==21. 715 1719 59 06 C(rl�8 170 718A, rr 8 4-�;714LLLCCL855 223 0 10 171.) 0,707 A 0 51 1699 853 C 0 01714 1700 1698 1279 1320 219 222 849(C3 0 0 1691277 0 974 172 1 Mrn,) C 4— 01696 847�ty 56 214 0 218 843 .73 1272 10 01695 42 5 L 846 *,44 961 0 976 839 1275 960 Lake Bennet 1.42 A 973 U) •1�3 .................. 958 959 1692 962 957 ............. 1270 -C 836 837 Phase I 1686 1253 0 ................. 01255 -Q�; ................. 1254 ............ 1687 1257(Ub Wr-� 0 8350 258 963 1252 (L 1684 0 1260 966 ....... ... 168 1682 .. ......... 1 1263 0 30 0 2.15 A C. 900 969 125 16 834 0 LOT 1681 681 # �3964 "S 8 Right of way 121 .A ZC39615 16850 9 167 phase I . ......... .................... ................ tree clearing area 01353 t utility easement 01678 30' 978 980 0869 9790 0 7, Q29 v - . -, e .,• "".1 924 1354 135.1 828 938 910 C(T 868 cola 955 9360 9 9098 0 939 yo, 0 163Q 908 937 927-0 953 0935 /0 PROJECT NO. 867 923 7 K 950 9 934 - 1015 0" .......... L SCALE . ............ 0'r �\ �11,., 11 -, I', ?� \\ NORTH 1 =60' ra M 15' utility easement .942 DATE April 2011 60' of 60' 120' SHEET ....•......... Date: AP-2 I. I, JII- I I I II 1 11 111 11 1 1 111.1 1 1. . 1 .11 1 11 .11.1 TREE CHART 209 — 24" OAK 1 191 — 8" OAK 1341 — 2-12" OAK 1467 — 10" OAK 1587 — 12" OAK 1717 — 10" OAK 1838 — 36" OAK 2062 — 28" OAK 214 — „ 48 OAK 1192 — » 24 OAK 1342 — 12 OAK 1468 — » 12 OAK 1588 — „ 18 OAK 1718 — » 13 OAK 1839 — „ 10 OAK 2068 — » 42 OAK 215 — 20" OAK 1193 — 32" OAK 1344 — 18" OAK 1469 — 9" OAK 1589 — 13" OAK 1719 — 11" OAK 1840 — 20" OAK 2072 — 12" OAK 218 — 42" OAK 1 194 — 32" OAK 1345 — 9" OAK 1470 — 28" OAK 1590 — 21 " OAK 1720 — 14" OAK 1841 — 10" OAK 2086 — 20" OAK 219 — 46" OAK 1 195 — 10" OAK 1346 — 10" OAK 1471 — 9" OAK 1592 — 2-19" OAK 1721 — 15" OAK 1842 — 22" OAK 2087 — 48" OAK 220 — 36" OAK 1 196 — 12" OAK 1347 — 12" OAK 1472 — 3-11 " OAK 1593 — 19" OAK 1722 — 2-15" OAK 1844 — 15" OAK 2088 — 36" OAK 221 — 20" OAK 1197 — 12" OAK 1348 — 16" OAK 1473 — 12" OAK 1594 — 24" OAK 1723 — 9" OAK 1845 — 2-22" OAK 2090 — 56" OAK 222 — 19" OAK 1198 — 8" OAK 1349 — 13" OAK 1475 — 42" OAK 1595 — 20" OAK 1725 — 20" OAK 1846 — 20" OAK 2096 — 40" OAK 223 — 54» OAK 1199 — » 9 OAK 1350 — 12 OAK 1476 — �� 8 OAK „ 1596 — �� 19 OAK „ 1726 — 18 OAK 1847 — 15 OAK 2097 — 15" OAK 225 — 49" OAK 1208 — 28 „ OAK 1351 — „ 15 OAK 1477 — 15 OAK „ 1597 — 24 OAK „ 1727 — » 22 OAK 1848 — 8„ OAK 2099 — 10" OAK 824 — „ 18 OAK 1213 — 14 OAK 1353 — 10 OAK 1478 — 12 OAK 1598 — 22 OAK 1728 — „ 8 OAK 1849 — „ 12 OAK 2100 — 14" OAK 825 — 18" OAK 1215 — 12" OAK 1354 — 30" OAK 1480 — 24" OAK 1599 — 12" OAK " 1729 — 12" OAK 1850 — 12" OAK 2102 — 42" OAK 826 — 17" OAK 1216 — 36" OAK 1355 — 18" OAK 1482 — 12" OAK 1600 — 11 OAK 1730 — 2-18" OAK " 1852 — 26" OAK 2104 — 26" OAK 827 — 2-20" OAK 1220 — 10 OAK 1356 — 19" OAK 1483 — 26" OAK " 1601 — 14" OAK �� 1731 — 3-11 OAK 1853 — 2-15" OAK " 2105 — 2112 — 22" „ 10 OAK OAK 828 — „ 18 OAK 1222 — 36 OAK 1357 — » 11 OAK 1484 — 14 OAK " 1602 — 20 OAK 1732 — 18 OAK 1855 — 20 „ OAK 2115 — „ 9 OAK 829 — „ 18 OAK 1358 — » 9 OAK 1485 — 8 OAK 1603 — 12 OAK 1733 — 15 OAK 1853 — 15 OAK 2122 — 12" OAK 830 — » 23 OAK 1224 — 20 OAK 1359 — " 9 OAK 1486 — 2-28" OAK 1608 — 20" OAK 1734 — 10" OAK 1857 — 20" OAK 2123 — 38" OAK 833 — 15" OAK 1225 — 9 OAK 1360 — 18" OAK 1487 — 17" OAK 1609 — 20" OAK 1735 — 8" OAK 1858 — 15" OAK 2125 — 9" OAK 834 — 15" OAK 1227 — 1 1 " OAK 1361 — 10" OAK 1488 — 12" OAK 1610 — 10" OAK 1736 — 1 1 " OAK 1859 — 2-24" OAK 2131 — 8 OAK m 835 — 13" OAK 1228 — 3-22" OAK 1362 — 13" OAK 1489 — 16 OAK 1611 — 22„ OAK 1737 — 12» OAK 1860 — 2-34 OAK 2132 — 12" OAK 836 — 12" OAK 1230 — 31 " OAK 1363 — 19" OAK 1490 — 2-13 OAK 1612 — 25 OAK 1738 — 33 OAK 1861 — 21 OAK 2134 — 12" OAK 837 — 9" OAK 1231 — 11 " OAK 1364 — 20" OAK 1491 — 13" OAK 1613 — 15" OAK 1739 — 15" PALM 1862 — 75" OAK 2135 — 8" OAK 838 — 34" OAK 1232 — 12" OAK 1365 — 22" OAK 1492 — 9" OAK 1614 — 4-13" OAK 1740 — 22" OAK 1863 — 12" OAK 2136 — 18" OAK - 839 — 8" OAK 1234 — 13" OAK 1366 — 9" OAK 1493 — 11 " OAK 1616 — 10" OAK 1741 — 12" OAK 1864 — 28" OAK 2137 — 18" OAK \_ 840 — 24" OAK 1235 — 22" OAK 1337 — 28" OAK 1494 — 17" OAK 1617 — 15" OAK 1742 — 18" OAK 1865 — 24" OAK 2138 — 10" OAK 842 — 26" OAK 1236 — 12" OAK 1368 — 10" OAK 1495 — 9" OAK 1618 — 8" OAK 1743 — 20" OAK 1868 — 9" OAK 2139 — 9" OAK 843 — 42" OAK 1237 — 8" OAK 1369 — 20" OAK 1496 — 15" OAK 1619 — 9" OAK 1744 — 13" OAK 1869 — 27" OAK 2140 — 36" OAK 844 — „ 11 OAK 1239 — " 28 OAK 1370 — 9 SWEET GUM 1497 — 12" OAK 1620 — 12" OAK 1745 — 2-17" OAK 1870 — 24" OAK 2143 — 39 " OAK 845 — 13" OAK 1240 — 36" OAK 1371 — 34" OAK 1499 — 13" OAK 1621 — 13" OAK 1746 — 10" OAK 1872 — 36" OAK 2145 — 15" OAK 846 — 14" OAK 1242 — 36" OAK 1373 — 10" OAK 1500 — 15" OAK 1622 — 12" OAK 1747 — 11 " OAK 1873 — 22" OAK 2146 — 21 " OAK 847 — 11 " OAK 1243 — 19" OAK 1374 — 18" OAK 1501 — 24" OAK 1623 — 9" OAK 1748 — 9" OAK 1874 — 38 OAK 2147 — 8" OAK 848 — 17" OAK 1244 — 34" OAK 1375 — 10" OAK 1502 — 19" OAK 1624 — 11 " OAK 1749 — 14" OAK 1875 — 28" OAK 2150 — 43" OAK 849 — 8" OAK 1245 — 20" OAK 1377 — 15" OAK 1503 — 13" OAK 1625 — 12" OAK 1750 — 10" OAK 1876 — . 18" OAK 2155 — 40" OAK 850 — 11 " OAK 1246 — 26" OAK 1378 — 70" OAK 1504 — 18" OAK 1626 — 10" OAK 1751. — 10" OAK 1877 — 27" OAK 2156 — 2-22" OAK x 851 — 11 " OAK 1251 — 8" OAK 1379 — 13" SWEET GUM 1505 — 10" OAK 1627 — 15" OAK 1752' — 18" OAK 1878 — 34" OAK 2157 — 20" OAK 852 — 12" OAK 1252 — 42 OAK 1381 — 19" OAK 1506 — 20" OAK 1628 — 8" OAK 1753 — 11 " OAK 1879 — 18" OAK 2159 — 19" OAK 853 — „ 8 1384 — 26 OAK 1507 — 13" OAK 1629 — 8" OAK 1754 — 12" OAK 1881 — 40" OAK 2160 — 28" OAK 856 — »OAK 24 OAK 1253 — 12" OAK 1388 — 8 OAK 1508 — 18" OAK 1630 — 9" OAK 1755 — 18" OAK 1882 — 30" OAK 2162 — 46" OAK 857 — 10" OAK 1254 — 12" OAK 1391 — 48" OAK 1510 — 15" OAK 1631 — 9" OAK 1756 — 18" OAK 1883 — 23" OAK 2163 — 20" OAK 858 — 18» OAK 1255 — 12" OAK 1392 — 50" OAK 1511 — 2-18 OAK 1633 — 22 OAK 1757 — „ 13 OAK 1884 — 27 " OAK 2165 — 28" „ OAK 859 — 20 OAK 1257 — 10" OAK 1393 — 30 OAK 1512 — 18" OAK 1634 — 13" OAK 1758 — 2-12" OAK 1885 — 14" OAK 2166 — 40 OAK 833 — 2-19" OAK 1258 — 12" OAK 1394 — 20" OAK 1513 — 26" OAK 1635 — 13" OAK 1759 — 14" OAK 1886 — 14" OAK 2167 — 12" " OAK 864 — 2-19" OAK 1260 — 12" OAK 1395 — 30" OAK 1514 — 15" OAK 1636 — 10" OAK 1760 — 22" OAK 1887 — 24" OAK 2169 — 1 1 OAK 866 — 40" OAK 1230 — 9" OAK 1396 — 26 OAK 1515 — 18 OAK 1638 — 8 OAK " 1762 — 10 " OAK 1888 — 14 OAK 2139 — 12" OAK 867 — 30" OAK 1261 — 10" OAK 1397 — » 29 OAK 1513 — 2-15 OAK 1640 — 9 OAK 1733 — 10 " OAK 1889 — 10 " OAK 2170 — 10" „ OAK 868 — 38" OAK 1232 — 10" OAK 1398 — 18" OAK 1517 — 28" OAK „ 1642 — 22" OAK 1764 — 8" OAK 1890 — 36" OAK 2171 — 15 „ OAK 869 — „ 38 OAK 1262 — 11" OAK » 1399 — 22 OAK 1518 — 27" OAK 1646 — „ 19 OAK 1765 — 18 OAK 1891 — » 24 OAK 2174 — 12 OAK 908 — 24" OAK 1264 — 1265 — 2-13 OAK 8" OAK 1400 — 36" OAK 1519 — 14 OAK 1647 — 26" OAK 1766 — 2-15" OAK 1892 — 20" OAK 2410 — 36" OAK 909 — 20" OAK 1266 — 11" OAK 1402 — 2-46" OAK 1520 — 20" OAK 1648 — 8" OAK 1767 — 11 " OAK 1893 — 15" OAK 2411 — 8" OAK = 910 — 36" OAK 1267 — 9" OAK 1403 — 20" OAK 1521 — 18" OAK 1649 — 19" OAK 1768 — 19" OAK 1894 — 26" OAK 2412 — 11" OAK 1404 — 13" OAK 1522 — 18" OAK 1650 — 14" OAK 1769 — 38" OAK 1895 — 11" OAK 2413 — 24" OAK 920 — 28" OAK 1268 — 14" OAK 1405 — 2-9" OAK 1524 — 19" OAK 1651 — 18" OAK 1770 — 10" OAK 1896 — 35" OAK 2414 — 10" OAK - 921 — 37" OAK 1269 — 8" OAK 1406 — 23" OAK 1525 — 9" OAK 1652 — 16" OAK 1772 — 30" OAK 1897 — 30" OAK 2415 — 12" OAK 922 — 19" OAK 1270 — 9" OAK 1407 — 24" OAK 1526 — 2-11 " OAK 1653 — 9" OAK 1773 — 34" OAK 1898 — 10" OAK 2416 — 2-9" OAK 923 — 30" OAK 1271 — 10" OAK 1408 — 9" OAK 1527 — 19" OAK 1654 — 22" OAK 1774 — 24" OAK 1899 — 20" OAK 2425 — 12" OAK 924 — 34" OAK 1272 — 8" OAK 1409 — 9" OAK 1528 — 20" OAK 1656 — 26" OAK 1776 — 38" OAK 1900 — 22" OAK 2426 — 10" OAK 925 — 12 OAK 1273 — 9" OAK 1410 — 12" OAK 1529 — 2-20" OAK 1657 — 38" OAK 1777 — 2-12" OAK 1901 — 26" OAK 2427 — 17" OAK 926 — 24" OAK 1275 — 27" OAK 1411 — 18" OAK 1530 — 2-20" OAK 1658 — 27" OAK 1778 — 16" OAK 1902 — 2-24" OAK 2428 — 25" OAK - 927 — 20" OAK 1277 — 36" OAK 1412 — 24" OAK 1531 — 21 " OAK 1659 — 20" OAK 1779 — 10" OAK 1948 — 12" OAK 2430 — 2-10" OAK 929 — 20" OAK 1279 — 32" OAK 1413 — 12" OAK 1532 — 18" OAK 1660 — 12" OAK 1780 — 20" OAK 1949 — 34" OAK 2431 — 20" OAK 932 — 11 " OAK 1281 — 9" OAK 1414 — 22" OAK 1533 — 8" OAK 1661 — 25" OAK 1781 — 24" OAK 1954 — 27" OAK 2432 — 2-8" OAK 933 — 18" OAK 1282 — 1 1 " OAK 1415 — 24" OAK 1534 — " 14 OAK 1333 — 23 OAK 1782 — „ 19 OAK 1955 — 18 " OAK 2433 — 8" OAK 934 — 20 OAK 1285 — 9 OAK 1416 — 3-12" OAK 1535 — 9 OAK 1667 — 10 OAK 1785 — 17 OAK 1956 — 24" OAK 2434 — 24» OAK 935 — 25" " OAK 1286 — 10" OAK 1417 — 12" OAK 1536 — 11 " OAK 1668 — 11 " OAK 1788 — 3-15 OAK 1957 — 13" OAK 2440 — 24 11 " OAK 933 — 29 OAK 1288 — 8 OAK 1418 — " 2-18 OAK 1538 — 11 OAK 1369 — 19 OAK 1792 — 12" „ OAK 1959 — » 30 OAK 2445 — 2447 — 12" OAK OAK 937 — 13" OAK 1289 — 2-8" OAK 1419 — 12" OAK 1539 — 18" OAK 1670 — 19" OAK 1793 — 16 , OAK 1960 — 24" OAK 2448 — 12" OAK 938 — 8" MAGNOLIA 1290 — 15" OAK 1420 — 10" OAK 1541 — 13" OAK 1671 — 2-18" OAK 1794 — 13 OAK 1961 — 9" OAK 2448 — 12" OAK = 939 — 27" OAK 1291 — 8" OAK 1421 — 8" OAK 1547 — 36" OAK 1672 — 17" OAK 1795 — 2-20" OAK 1963 — 8" OAK 2455 — 11 " OAK 940 — 27" OAK 1292 — 8" OAK 1422 — 9" OAK 1548 — 19" OAK 1673 — 15" OAK 1796 — 10" OAK 1964 — 34" OAK 2456 — 18" OAK 941 — 9" OAK 1293 — 8" OAK 1423 — " 25 OAK 1549 — 24" OAK 1678 — 18" OAK 1797 — 15" OAK 1965 — 36" OAK 2448 — 15" OAK 942 — 12" OAK 1294 — 2-9" OAK 1424 — 8" OAK 1550 — 22" OAK 1679 — 2-13" OAK 1798 — 19" OAK 1966 — 18" OAK 2458 — 12" OAK 943 — 2�� 10" OAK 1295 — 8" OAK 1425 — 2-9" OAK 1552 — 8" OAK 1680 — 14" OAK 1799 — 12a; OAK 1937 — 20" OAK 2462 — 11 " OAK 947 — 8 OAK 1297 — 9" OAK 1426 — 9 1553 — 2-10" OAK 1681 — 8" OAK 1800 — 15 OAK 1968 — 19" OAK 2463 — 12" OAK 948 — 26" OAK 1298 — 8" OAK 1427 — 22 „OAK OAK 1554 — 9" OAK 1682 — 17" OAK 1801 — 13" OAK 1969 — 15" OAK 2465 — 10" OAK 949 — 10" „ OAK 1300 — 12" OAK 1428 — 50 OAK 50" 1555 — 36" OAK 1683 — 17" OAK 1802 — 10" „ OAK 1972 — 2-8" OAK 2433 — 9" OAK 950 — 9 OAK „ 1301 — " 14 OAK 1429 — » 72 OAK 1556 — 9 OAK 1384 — " 2-14 OAK 1803 — 19 OAK 1975 — „ 28 OAK 2467 — 15" OAK 951 — 9 OAK „ 1305 — " 8 SWEET GUM 1430 — 80 OAK 1557 — 21 OAK " 1385 — " 2-12 OAK 1804 — 15 OAK 1976 — „ 2-27 OAK 2438 — 20" OAK 952 — 9 OAK 1303 — D" 1 OAK 1432 — 12" OAK 1558 — 2-23 OAK 1683 — » 12 OAK 1806 — 12 „ OAK 1979 — 20" » OAK 2439 — 13" OAK 953 — 20„ OAK 1308 — 18" OAK 1433 — 3-12" OAK 1559 — 2-18" OAK 1687 — 10" OAK 1809 — 1810 12 �� 30 OAK OAK 1980 — 33 „ OAK 2470 — 13" OAK 954 — 23 OAK 1309 — " 9 OAK 1434 — �� 22 OAK 1560 — 20" OAK 1688 — 15" OAK — 1811 23" OAK 1981 — 22 OAK 2472 — » 15 OAK 955 — 15" OAK 1310 — 21" OAK 1435 — 10" OAK 1561 — 8" OAK 1689 — 15" OAK — 1812 12 " OAK 198— 23" OAK 2473 — 10" OAK 957 — 30 OAK 1312 — 25 OAK 1436 — 2-13 OAK 1562 — 20" OAK 1690 — 15" OAK — " 1982 — 12" 12" OAK 2474 — 2-11 OAK 958 — 36" OAK 1313 — 14" OAK 1437 — 2-15" OAK 1563 — 24" OAK 1691 — 2-10" OAK 1813 — 15» OAK 1984 — OAK 2475 — 13" OAK 959 — 36" OAK 1314 — " 12 OAK 1439 — " 12 OAK 1564 — 8" OAK 1692 — 15" OAK 1814 — 1815 24 1 15" OAK OAK 1985 — 40 OAK 2473 — 12 " OAK 960 — 30" OAK 1315 — 19" OAK 1440 — 19" OAK 1565 — 18" OAK 1695 — 12" OAK — 1987 — 21 „ OAK 2477 — 17" OAK 961 — 962 — 30" 30" OAK OAK 1316 — 22" OAK " 1441 — 19" OAK " 1566 — 13" OAK 1696 — 14" OAK " 1813 — 1817 — OAK 2-14" OAK 1988 — 18 OAK 2479 — 10" OAK 963 — „ 32 OAK 1317 — 1320 — 9 OAK " 1 1 OAK 1443 — 1444 — 20 OAK " 20 OAK 1567 — 1568 — 15" OAK 16" OAK 1697 — 1698 — 1 1 OAK 12" OAK 1818 — „ 12 OAK 1989 — 1990 — 30" 34" OAK OAK 2480 — 18" OAK " 964 — „ 32 „ OAK 1321 — " 24 OAK 1445 — " 1 1 OAK 1569 — 18" OAK 1699 — 9" OAK 1819 — „ 20 OAK 1991 — 34" OAK 2481 — 2482 — 2-1 1 OAK 2-10" OAK 965 — 14 „ OAK 1322 — 28 OAK 1448 — " 8 OAK 1570 — 22 OAK 1700 — " 2-10 OAK 1820 — 14 OAK 1998 — 24 " OAK 2483 — 11" OAK 966 — 15 OAK „ 8 1323 — 30 OAK 1449 — " 11 OAK 1571 — 23 OAK 1701 — " 12 OAK 1821 — 16 OAK 2001 — 34 OAK 2483 — 11 OAK 968 — 1324 — 24" OAK 1450 — 15" OAK 1572 — 19" OAK 1702 — 15" OAK 1822 — 12 OAK 2002 — 2-28" OAK 969 — ,OAK 23 OAK 1325 — » 33 OAK 1451 — » 19 OAK 1573 — " 18 OAK 1703 — " 2-12 OAK 1823 — , 12 OAK 2003 — 10 " OAK 970 — „ 18 OAK 1326 — 22" OAK 1452 — 14" OAK 1574 — 9" OAK 1704 — 14" OAK 1824 — 11 OAK 2004 — 15" OAK 972 — 20" OAK 1327 — 29" OAK 1453 — 6-12" OAK 1575 — 20" OAK 1705 — 14" OAK 1825 — 18" OAK 2005 — 30" OAK 973 — 18 j, OAK 1328 — 10" OAK 1455 — 8" OAK 1576 — 2-15" OAK 1706 — 20" OAK 1826 — 13;; OAK 2006 — 30" OAK 974 — 15„ SWEET GUM 1329 — 19" OAK 1456 — 9" OAK 1577 — 14" OAK 1707 — 9" OAK 1827 — 24 OAK 2008 — 36" OAK 976 — 15 OAK 1330 — 24" OAK 1457 — 18" OAK 1578 — 20" OAK 1708 — 12" OAK 1828 — 2-12 OAK 2012 — 34" OAK 978 — 48" OAK 1331 — 12" OAK 1458 — 18" OAK 1579 — 16" OAK 1709 — 15" OAK 1829 — 20" OAK 2013 — 34" OAK 979 — 34 " OAK 1332 — » 15 OAK 1459 — " 19 OAK 1580 — 11 OAK 1710 — 14 OAK 1830 — 12 " OAK 2014 — 24 " OAK 980 — „ 12 OAK 1334 — » 20 OAK 1430 — " 14 OAK 1581 — 9 OAK 1711 — 11 OAK 1831 — 2-20 OAK 2015 — 24 " OAK 1 181 — 27" OAK 1335 — 22" OAK 1461 — 2-12" OAK 1582 — 2-18" OAK 1712 — 18" OAK 1832 — 18 OAK 2016 — 26" OAK 1 182 — 33" OAK 1336 — 15" OAK 1462 — 10" OAK 1583 — 2-15" OAK 1713 — 15" OAK 1833 — 11 " " OAK 2017 — 22" OAK 1 183 — 30" OAK 1337 — 13" OAK 1463 — 15" OAK 1584 — 17" OAK 1714 — 12" OAK 1834 — 11 OAK 2018 — 8" OAK 1186 — 8" OAK 1338 — 26" OAK 1464 — 21" OAK 1585 — 10" OAK 1715 — 10" OAK 1835 — 8" OAK 2026 — 39" OAK 1 187 — 36" OAK 1339 — 2-17" OAK 1466 — 14" OAK 1586 — 12" OAK 1716 — 10" OAK 1836 — 8" OAK 2027 — 40" OAK TREES TO BE SAVED Tree No DBH Species Location 214 48 Oak Pond / Lakefront 222 19 Oak Pond / Lakefront 223 54 Oak Pond / Lakefront 225 49 Oak Pond / Lakefront 825 18 Oak Bluford Ave buffer 826 17 Oak Bluford Ave buffer 827 (2) 20 Oak Bluford Ave buffer 920 28 Oak SR 50 buffer 922 19 Oak SR 50 buffer 929 20 Oak SR 50 buffer 940 27 Oak SR 50 buffer 1392 50 Oak Pond / Lakefront 1393 30 Oak Pond / Lakefront 1394 20 Oak Pond / Lakefront 1395 30 Oak Pond / Lakefront 1396 26 Oak Pond / Lakefront 1397 29 Oak Pond / Lakefront 1398 18 Oak Pond / Lakefront 1399 22 Oak Pond / Lakefront 1400 36 Oak Pond / Lakefront 1402 (2) 46 Oak Pond / Lakefront 1423 25 Oak Pond / Lakefront 1424 8 Oak Pond / Lakefront 1425 (2) 9 Oak Pond / Lakefront 1426 9 Oak Pond / Lakefront 1428 50 Oak Pond / Lakefront 1429 72 Oak Pond / Lakefront 1430 80 Oak Pond / Lakefront 1432 12 Oak Pond / Lakefront 1435 10 Oak Pond / Lakefront 1436 (2) 13 Oak Pond / Lakefront 1437 (2)15 Oak Pond / Lakefront 1439 12 Oak Pond / Lakefront 1531 21 Oak Pond / Lakefront 1532 18 Oak Pond / Lakefront 1533 8 Oak Pond / Lakefront 1534 14 Oak Pond / Lakefront 1535 9 Oak Pond / Lakefront 1536 11 Oak Pond / Lakefront 1538 11 Oak Pond / Lakefront 1539 18 Oak Pond / Lakefront 1592 (2) 19 Oak Pond / Lakefront 1593 19 Oak Pond / Lakefront 1594 24 Oak Pond / Lakefront 1595 20 Oak Pond / Lakefront 1596 19 Oak Pond / Lakefront 1597 24 Oak Pond / Lakefront 1598 22 Oak Pond / Lakefront 1599 12 Oak Pond / Lakefront 1600 11 Oak Pond / Lakefront 1601 14 Oak Pond / Lakefront 1602 20 Oak Pond / Lakefront 1603 12 Oak Pond / Lakefront 1609 20 Oak Pond / Lakefront 1610 10 Oak Pond / Lakefront 1611 22 Oak Pond / Lakefront 1612 25 Oak Pond / Lakefront 1613 15 Oak Pond / Lakefront 1614 (4) 13 Oak Pond / Lakefront 1616 10 Oak Pond / Lakefront 1617 15 Oak Pond / Lakefront 1618 8 Oak Pond / Lakefront 1619 9 Oak Pond / Lakefront 1620 12 Oak Pond / Lakefront 1626 10 Oak Pond / Lakefront 1627 15 Oak Pond / Lakefront 1628 8 Oak Pond] Lakefront 1629 8 Oak Pond / Lakefront 1630 9 Oak Pond / Lakefront 1631 9 Oak Pond / Lakefront 1638 8 Oak Pond / Lakefront 1640 9 Oak Pond / Lakefront 1642 22 Oak Pond / Lakefront 1689 15 Oak Bluford Ave buffer 1738 36 Oak Bluford Ave buffer 1740 22 Oak Bluford Ave buffer 1749 14 Oak Bluford Ave buffer 1750 10 Oak Bluford Ave buffer 1751 10 Oak Bluford Ave buffer 1752 18 Oak Bluford Ave buffer 1753 11 Oak Bluford Ave buffer 1754 12 Oak Bluford Ave buffer 1755 18 Oak Bluford Ave buffer 1820 14 Oak Bluford Ave buffer 1821 16 Oak Bluford Ave buffer Total trees to be saved = 85 trees 0)-0 c � m N ti 0 10 o -ao E E E O U U jr a a 0: E w c� U o E o o A� U a U) a_ r T T T O O N N Q T O r` CO r O O O r— LO m N W U N .O L r— �C CU a�CU O O � � o —) C:CU U U) U F-�o iL O N «i IZ- - \ 00 / 1 PROJECT NO. 1015 SCALE nts DATE April 2011 Date: SHEET AP-3 J . jo I NOTES: 1. WASHINGTONIA AND SABAL PALMS INSTALLED W/BOOTS AND SKIRTS INTACT. f 2. SEE PLANS AND SPECS. FOR PALMS W/BOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND , PLACEMENT TO BE APPROVED BY OWNER. Y 4. CONTRACTOR SHALL ASSURE ADEQUATE PERCOLATION OF ALL PLANTIN PITS PRIOR F_ TO INSTALLATION. U 2"xV WOOD STAKES PAINTED BROWN PALM TREE GUYING DETAIL NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. PRUNE AND TIE FRONDS WITH HEMP TWINE TWO LAYERS OF BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE BATTONS FIVE 2"x4"x18" WOOD BATTONS PAINTED BROWN 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE MULCH BERM SOIL TO HOLD WATER PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE SHRUBS SHALL BE PLANTED 2 HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL 2' MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER FINISHED GRADE_ ..i�rF ,..,��`�€.;>• °LLLl.::' I E g �s.y%,��: ��1� � r,�.��.z m...Yi 1� S• wr ,. 2}} 22FF a. r;JS • € : R. 3�`•. "`<'`�=Kz ,.w'..tir= ........... j, 4• Tw. SHRUB AND GROUND COVER DETAIL �OO� 00 vfJ" �p O FINISH GRADE VARIES WITH PLANT BALL LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. TYP. SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. General Plant Schedule Ground Cover QUA SYMBOL BOTANICAL NAME COMMON NAME GC 371 AA Agapanthus africanus Lily of the Nile GC 1,183 AJ Trachelospermum asiaticum minima Dwarf Asian Jasmine GC 668 LEG Liriope muscad "Evergreen Giant" Liriope Evergreen Giant GC 8,000 SODA St. Augustine, Floratam St. Augustine Sod Shrubs QUA SYMBOL BOTANICAL NAME COMMON NAME SH 81 AZD Rhododendron indica 'Duc de Rohan' Duc de rohn Azalea SH 181 AZR Rhododendron 'Red Ruffle' Red Ruffle Azalea SH 52 ICB Ilex cornuta 'Dwarf Burford' Dwarf Burford Holly SH 131 JM Jasminum multiflorum Downy Jasmine SH 41 NOD Nerium oleander'Dwarf Dwarf Oleander SH 115 PCB Plumbago capensis Blue Plumbago SH 46 RB Ruellia brittoniana "Purple Showers" Mexican Bluebell SH 520 RIA Rhaphiolepis indica alba Indian hawthorn SH 51 RK Rosa 'Knock Out' Blushing Red Knock Out Rose Shade Trees QUA SYMBOL BOTANICAL NAME COMMON NAME ST 9 QH Quercus virginiana 'Highrise' Highrise Oak ST 7 QV Quercus virginiana Live Oak Understory Trees QUA SYMBOL BOTANICAL NAME COMMON NAME UT 27 IV Ilex vomitoria Yaupon Category Legend GC = Ground Cover SH = Shrub ST = Shade Tree UT= Understory Tree SPECIFICATIONS min., 3 gal., 12" ht., 18" o.c., container grown min., 3 gal., full pot, 18" o.c., container grown min., 3 gal., 12" ht., full pot, 18"o.c., container grown solid sod, measured in square feet, not "muck grown" SPECIFICATIONS min., 3 gal., 18" ht. x 18" spd., 30" o.c., container grown min., 3 gal., 12" ht. x 12" spd., 24" o.c., container grown min., 3 gal., 18" ht. x 18" spd., 24" o.c., container grown min., 3 gal., 24" ht. x 24"spd., 36"o.c., container grown min., 3 gal., 18" ht. x 18" spd., 30" o.c., container grown min., 3 gal., 24" ht. x 24"spd., 36"o.c., container grown min., 3 gal., full, 18" ht. x 12" spd., 24"o.c., container grown min., 3 gal., 12" ht. x 12" spd., 24" o.c., container grown min., 3 gal., 18" ht. x 18" spd., 36" o.c., container grown SPECIFICATIONS min., 65 gal., 10'-12' ht. x 5' spd., 3"-3.5" dbh. min., 65 gal., 10'-12' ht. x 5' spd., 3"-3.5" dbh. SPECIFICATIONS min., 7 gal., 5' ht. x 3'spd. 0 NOT TO SCALE General Landscape Notes: 1. Landscape Contractor shall be responsible for all materials and 9. All landscaping shall conform to the City of Ocoee standards. plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. 10. Landscaping shall not interfere with power lines, sewer or Contractor shall verify all quantities and report any discrepancies water pipes or any other existing or proposed utilities. at time of bidding. 1/2" DIA. BLACK RUBBER HOSE 11. All landscaping areas shall be 100% irrigated with an TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER 2. All plant material shall be graded Florida No. 1 or better, as automatic irrigation system. TREE outlined by "Grades and Standards for Nursery Plants", Florida TURNBUCKLE AND WHITE FLAGGING Department of Agriculture and Consumer Services, division of 12. Prior to the issuance of any permits or the removal of any 3" MULCH RING WIDTH OF Plant Industry. trees, protective tree barriers shall be installed around those trees PLANTING HOLE NOTE: that will remain on site and shall be inspected by the City. BURLAP TO BE REMOVED FROM TOP HALF 3. All planting shall be top dressed with a minimum 2" pine bark OF ROOT BALL mini nuggets. 13. Ball & burlap material shall be an acceptable alternative to container grown trees. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be 14. Occasionally there is the potential for site modification due to legally liable for any damage caused by instability of plant revised field grading, clearing of existing tree canopy or other 2"x4" WOOD STAKES OR #5 material. The staking method, if not shown by detail on this plan, unforeseen conditions. The Landscape Contractor shall be REBAR 24" LONG 3" BELOW shall be approved by the owner or his/her authorized responsible for informing the Owner and Landscape Architect of GRADE representative. site conditions adverse to the healthy establishment of any plant material prior to planting so that a resolution may be achieved. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 15. The Landscape Contractor shall be responsible for arranging a pre -construction meeting with the Owner and Landscape 6. The Landscape Contractor is responsible for cleaning all debris architect in order to address and clarify any questions, concerns NOT TO SCALE associated with their work. and/or conditions related to these drawings or the existing site. 7. Height and spread specifications refer to the overall plant form. 16. Landscape Contractor shall use appropriate container size to Singular branches may not be used to meet minimum meet minimum plant height, if minimum plant height can not be NOTE: requirements. Diameter at breast height. "Breast Height' is met with specified container size. 1. CONTRACTOR SHALL ASSURE defined to be 54" above the surface of the ground at the base of PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. plant or tree 17. Planter mixture to be 3 mushroom compost, 1/3 sand and Y3 2. FINAL TREE STAKING DETAILS AND compsted cow manure. PLACEMENT TO BE APPROVED BY OWNER. 8. All landscaping shall be Installed according to accepted commercial planting procedures. Soil, shall be free of limerock, PROTECT TREE TRUNK WITH pebbles, or other construction debris. BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x & STAKES SPACE EVENLY AROUND TREE PAINT BROWN MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS NOTE: SPECIFIED + + -i" ALL SHRUBS AND GROUND COVER MASSES + + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + + + + + INDIVIDUAL PLANT SPACING'X'. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE NOT TO SCALE i, i i � � � u,i� �i,'; ��i � i i i �i�in,ii����.:.m� �.uii��:�i.i�:...aii. is ��,u�nu.a.:,.i,�/ii:, �����:..i.,,,: ��i..,an,":�:,.��iii�:. i...i�•�.ia �,i�u.��".i.:�::�: � � �� �, a� ii� Tree Root Barrier 0 Note: I ;� U Root barriers will be installed at the tree wells to protect C:, against tree roots destroying the sidewalks, curbs and C) -°, roads. NEW OR EXISTING TREE o CONCRETE SIDEWALK GRADE F<> CY) I # o : .w `) `� •'+.,n .»t`;�,a , i is �� f .,> i '�`€ .<.: RS-12, RS-18 w U o ,`" ROOT BARRIER o N CO C0 LL g) )- BACKFILL ® v -0 NTS co j-O SECTION Q C U) NEW OR EXISTING TREE v) 7 GRADE I t ;g;SI:4; _ - CONCRETE CURB (Z (♦�y Z V 70 S' ASPHALT N RS-24 ROOT BARRIER T O N ' ti O ' NATIVE MATERIAL BACKFILL CO i NTS E E E ca o U 0 a U N .I fr SECTION o= E U) NOTES: E o 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CL CL Q_ a v # 2. THE RAISED ROOT GUIDING RIBS MUST BE FACING TOWARDS THE TREE ROOTS. C 3. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE). ,= 4. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED. CL 5. ALL TREES WITHIN 4' OF THE PROPOSED SIDEWALK OR EXISTING ROADWAY WILL REQUIRE A TREE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. T O T O T' T T N N N W Q r - CS) O OD r1_ W O O O r ti Lo •ci' C) N Ij 1 cc I V ) t. �Q -II-+ I _ ca .,^c EL U - L1 0 o � 0 E W ca.>_� V a)U O a can V CU == -� CU I` 4- ._ O _ = W CU t C a i 9 /a t PROJECT NO. 1015 SCALE nts DATE April 2011 Date: SHEET a/ / \ L-001 1,11 •• 3 IV _OT #2 1#42 AC#± 84 AJ 21 NOD 68 2 AA IV Y' 62 LEG°O QV 42 im QV O If 2 IV O „• •` 58 RIA Existing Water Line Along Bluford Ave 4 to Remain �:- 148 LEG MI \AZD (16 V 5 RK „ 15 AA \ 30 RIA i I I I 1 2 JM 3 RK 2 JM 10 JM 5 2 RK IV °�°�°° ' 0°0000 � o0 0000000 O o0000 0 00°0�°< n t� � ?.,....,` ,,.,.>•.^_ 1 -%` t.'..f..•.�,.�.,,;.,.:„#._,;,.�..,&,...;;.,.i,.,,::.,,b >�'--'-_===���� j% I I I I I 1 1 I I �V I /�\ •�s4•SO � SQD.f�..{•,� �•.. .3.. . .,€..i ...s.f - �• •l •fir 23 82 , �. ' 15 RIA AJ AA 116 80 New Water Line Along SR 50 d MAill . ........................................................ .................... Y ............................ ................................................. 2,15 AC. MRI O INS INS I 1 E p ) U 0 M Q 1' r co k S tY) C) S. . _ N aO t. J ��"LL i U O7 ` � Q O `v W 4 U .in a U n, J W CB7 av z � (0 . Y a ; • T O N ' r O co a) a a M a E'E E E a E E z p ° ° ° ° -0 ° W .° UU U U UCDU 3 r a) m c a) c U C: C E a) U v) a VU U U C) E U p Cl)N a 0- a) a a)° 0- U CL s ca W ° O CC O W O O N ON O p.�— O Q 0 r. 0 O IM I,- CO CO O T—•O O O O O O CO LO I- Ch N r O t: O Q 1,, °C .ice V 0(:. li N { ,{ °° .O ,tltt °O t, t CU L — C). C to C N a o- U \ - �° .p .tq OCU �- a� >\ N O O ` U 0° O O LO t6 �� 4- O E �.. U) N U) ICU \ 00 I ................ .,,— ............... . . . ........... ... Note: Placement of understory and canopy trees shown on plan i may be adjusted and relocated during construction to account for ® PROJ1015 ECT O. preservation of existing trees, construction of the garden wall, and SCALE NORTH 1 "=20' utility installation. City staff must review and approve any field DATE April 2011 adjustments as may be necessary. 20' 0' 20' 40' Date: SHEET L-101 I ., I!u!, il„ hl 111 1. i-i:, u4Vo hi i. J. II''I. -1.. Jill , L. I �. :. , r `;] ........ .......t�� ........ C. ? .. ff ff f I Existing Water Line S Bluford Ave Along Bluford Ave To Remain Note: Placement of understory and canopy trees shown on plan may be adjusted and relocated during construction to account for preservation of existing trees, construction of the garden wall, and utility installation. City staff must review and approve any field adjustments as may be necessary. 1 i E 00 CO •� U a) r 0 n0' W W co Q 1 , CO C � # CO f( coo —J LL p �� �O QO T U (D ) ro o � C m T N O C O N C C E ro U O O d U U U r W U U U o E In a � o d U C T T T T T T T T T T W I O O N N N Q T O O O O r- LID 't C7 N W cr 4-0 W 1 .O C ICU L— C 1 Q' L 0- ^L � CL ICU _W W J ci) O I a w U moo° U) U Q �® j•L 4— O 0 N _� EL PROJECT NO. 1015 SCALE NORTH 1 "=20' DATE April 2011 20' 0' 20' 40' Date: SHEET '- 111 1 1.1 ..1.,111 .I JI:,1 o 1.d I.,11 III,.l. 164 9i•- 1 .I.. 11 1.a.. . I. 1.•i h, i I III. dY i 10 F�V I m 11 TRACT Is 1.12 AC.± LOT #4 1.c Sheets L-1 02 H-202 1-302 N 89*56'50" W ......... ............ . . . .... 86.22' ... . . ... ... . . .............. . . ........... LOT #3 1.06 AC.± sx, IAOX -124.0 123.0 M.0 '121.0 00 TRACT so 0.55 AC.± POND #2 TORAGE @ ELEV. 124.0= 1.0 ac-ft LOT #2 1.42 AC.± 1.,, ,06, : I,: J 71 A E z 0 CD Q) CZ Q) cy) co tj) cu 122*a CIO It 11 W REM 0 121Z q C777 u a 120.0 dD, I iV2 1594 CY) �93 nj U- Is.7, ge -43 qy 0 c: m Nss\—TRACT U 0 u 1,53AC. k -H. Q) 0 36 533 < -TRA-. 1j. .34 . .. 1. Q N C/0 N c <49 .1 69:--AC-± Q c/) PON060 k-1 670 _I*NMGE @ ELEV. 121.0=2.4 ac-ft 7() LOT #5 1436- 2.72 AC.± Q :L > 0 141- c) tktt ?pi: au.. M cu 0 zv.. E E E E E VIRM 9) 5P 5P 5P 0) 1402 x 122.0 ............ .............. ................... x LOT 1 2.15 At 7. ll Sheets L-1 01 H-201 1-301 P 29 M -IM �92 "IX N N V SR 50 v 0 . . . . . . . . . . . . ........ . . . . . . . N Lake Bennett F, . . . . . . . . . . ........ ........ . . . . . . . ca . . . . . . . . . . ii IL 4; N —0 c6 0 a) a) 0c: E E E E 0 E E E E i= 0 0 0 CL 0 0 0 0 Q) D -L cr E U C5 E W a) 0 -0- CL a- a- 0 c/) w n 17 17 T T7 17 uj C? 9 N N c\j C\! co (D 0 0 0 a I- U*) d m N 4-a •0 CL 0 Q) 4— -j-j C a CU CL U) c: cu . > 2 �0 , r— - 0) co 0 IL F- 0 a) 0 0 A > U) 0 iTL 0 O CL 31 PROJECT NO. 1015 SCALE NORTH 1 11=60' DATE April 2011 60' of 60' 120' Date: SHEET N. K-1 00 1> TW = 128' BW=125' 1,42 AC. General Hardsca p a Notes: -----'- -... "•'•'-'•-""""•"""""""-""""" 1. Contractor to furnish all supplies and labor associated with mE ............................................... the improvements shown on these plans. = o CD' U a) -0 2. Contractor shall provide all structural engineering design and c ?' _ calculations for improvements shown on these plans. o �co 3. Contractor to provide all information necessary to secure construction permits for improvements shown on these plans. Cost associated with the request for and issuance of permits shall be the responsibility of the contractor. U 00 4. Contractor shall notify owner / landscape architect of any ia o field conditions that may warrant changes to the layout and construction of improvements. C) � ,✓ 5. Shop drawings will need to be provided by the contractor Q for the architectural detail, and signage. These shop drawings Q will be provided to the owner for review and approval prior to the submittal of plans and details to the City of Ocoee. (n' �W 6. Installation of finish materials shall be per the manufacture's � -� specifications. �' o 0 T 2.15 AC, • -.� ICU�~ O I I DRY LAID RETAINING WALL SEE CIVIL PLANS FOR •" ' ''� I I ti '• HEIGHT AND LENGTH • ••�:�'• ( I •yr. TW = 127' BW=124' TW =126' BW = 123' See Detail H-203 ee Detail H-204 ( ---------- ( — TW=127' — TW=127' — TW=127' "• BW=124' BW=124' BW=124' TW = 167e B 1 BW = 1 4' H-204 1 r 64� - 56' �' - - - - - - - - -� - - - - - K 1 - - - - - - - .-w r ...,. 21 39 1 ,� ,,,�� :.,:,: :..,..ry 56 H-204 3 1 w _ ��: .. � .. < F .•. }" i y4- .. t i t t ( =' : F F'+= F .# E C '1 ....>3...;.;.... F..f..F.' = i.. ? E.c.i E £..j.. ,£^.,r..z '3 HH ;....... ..;4 OI .•. •� .a r 1 Planter wall 1 and plaza layout 1 1 1 Sidewalk see civil plans see sheet H-203 1 ► 15' utility easement `---------®—_®— - a_ �...j _________ ______�Planter wall rf F f F and plaza layout ;f;= 1 ohnof --------------- -- :` iML 0 CIO U C, E- E E E E T O N � 0 I Co O Cu W f E z 0 U U 0 U � N T ir E W U U 0 0 E � A 6- d- 0' U T T r r r IN O O N T N T CDi— N W - Q ,- O O O O � s i_ LO 'I Ch N W c U N �O ' CU O _N c C w i c�U�U � -2 C: o 3 .o • o u' F— Ve/ CD U , 0 I V m e_ 0 o LO cU 0 l.L rod V U) tCi � PROJECT NO. 1015 SCALE NORTH 1 "=20' DATE April 2011 20' 0' 20' 40' Date: SHEET - H 201 �! i� 1111,, 111, I, u111.1i111 L 11 imICI 1111. 1­ 11 11''w., el. I.Alull.I1.Il.li1ILA..I.Ie...�l..l leo I/KX N / ,i• •{ :• •ss' •z s.. .. •;• tI •s :.•. •s' t; ••• •.,�•� ciigoe�_........ ........::....__ . .............. ....... . . .................. ... . ...................... ........... ...................... • r „ i . . .. . .. n �.�_ ... Public Road #1 r ' w-- — — — — — — — — — — — -- = __.� ............. _ ....................... ..................... ...................... ....................... ...................... ...................... !!,.' ,£w; ;..{5• %'3r''"'i£'. •s• 'i,•�• a' i• i• s•••••:•;••s• _• •f. '� 't .. ,s: •�• •i•:• •s ', �. �,� ' if ,.,1.,'St •'•t -a• '•'i :• •s• •• i• •_• i.. •t• i .. •i .i •• .. i.. .. ••r �.•�c R'�1. .�� . cr) \� - As IlIllms 1 ' UUU (74, :: 1 - 1 . 3 I 1 N N cn CD CIO(n co cD a 1 CIO .� CD CD N— r WO) O ` 751.4 ,9 1� /* 1 1 Cn Ir C r, O � 1 I � I , i' . • . I ( 1 CD 00 CD . JJ I 1 Cn o Ile I 1 06' I 1 • 1 s 01 00 Ji , 10- 101:. 1: Matchline A -A C Bluford Ave.Buffer Final Subdivision Plan for Phase I of Ocoee Town Center Project .Ocoee, . Florida 7 11.01.11 Per Client Comments 5 09.01.11 Per Client Comments 4 08.22.11 Per Client Comments 3 07.28.11 Per DRC Comments 2 06.20.11 Per Staff Comments dated 06.07.2011 REV. DATE DESCRIPTION wgm wgm _ wgm daly design group inc. wgm Land Planning, Landscape Architecture, Project Management, Development Consulting wgm 604 Courtland St., Suite 101, Orlando, FL 32804 (407) 740-7373 www.dalydesign.com BY �, TW = 124.5' -- BW = 123.0' TW = 126.5' BW = 123.0' TW = 126.5' BW = 123.0' TW = 126.5' BW = 123.0' — B — — — — — — H2O4 � See sheet H-101 for garden wall layout information U - ; '•.. Begin colu:<n at station 81 10+30.12 ;:•,. }' ».:5.:-VI�Vn � .•..# win 25'-611 ...::., TW = 124. ,:.: $.. w_• 3.. : I`. BW = 123.0' Right of „,...::n.:n., ••i i t» way x 3., n•,.., ., 3 _ i € E .w ;„».`», »»i,,,.€�.,�.r..�t».»3., e i 3 :n..,L / \� 1 `I 0 . Y , i ' r , 5 • Sidewalk by 431'311 - others Plaza Layout and Grading S �CH-203 1 =10� A R 50a a � 121-811 10'-011 8'-011 L- - - - - - - - - - - - - N CV 1 I I 1 ---------- 20 I_ 11 _ Plan View Sign Panel Cap color SW 6133 i -11 1 I - -I Sign cap p umn I sign panel �,yl I .,ase I � \ 211 \ CV Cap Detail \ \ \ Backlit Sign panel Tenant 1 —' 'T ~` I­__L_ Stone finish, all 16 sf I-�� / 4 sides FLO Tenant 2 ,—�- 16 sf Tenant 3 8 sf 411 Tenant 4 —� 8 sf 11 coI _ f Project Marquee Sign H-203 nts in, 0 1 1 1 1 I� I See Detail E/203 Cr)� 0 O For wall heig -�, see detail A / H-20 I I 2" Overhang Pre cast post. Ty 1 �I 5 n l�1 � 1 ' I I � I 8' Sidewalk see civil plans CPedestrian Entrance Feature H-203 nts 32" i ° Stone veneer all sides 32" X 32" Masonry column Finish grade Pedestrian Entrance Feature H-203 nts Stone finish all 4 sides Finish grade I II � ! .'61 I II'I (11. 61,: IIIIL lu 11 111II dil. 11 'i 11iY':111•IIII 16.f11 /II I'�'."�I,�:,I ../Ai;i'fA'/.III,(, 1,1,/11(!\ X"d. uP•u.w ;161 .II I �, C a, E 0 H-203 o C ht U 3 ca Pre cast concrete --`—! I E wall (see layout A / H-203) o 1 pco I� O 1- CO CILL O6 0 .... ....... : ........:....::.,.,.....,......:,...........::................:no-..: ...:.. {:....... /off �•' •\,r ':�,` 'fir^. •4". '\`- �F`w�• .\`.e• v\t •� .W W • • ... ... ... •::tee::x.. \..�.. .�.. .., e�.. "tip..•.. ... •'{...-t .,r � � .,»..:--.�.... o N _............................. ....... _..................., � cY) LL -r1---� O U qI I - �-I I -=-I I -,-a I--i-I I--� I I--�-i Q T CU VJ 7 Finish grade ci) ECZ Pedestr1 PI tr aa" U0d0 nts H -2- _J r.0 6l1 \ E E E� E� E� r i7_ 211 1 r / T — 5 �, ° ° o r �000 ° \ / W CD / N !_ /\ G C) 6u \ / E E E °' '0 Wall E E E E� a~_ Cap Detail C cr -T— °° 21l 1 c, c� \ [� I—, �000 / Soil level to be 1 0 0 L o E CO ' ' / 6" below base of iv iv o . a n a, a \ \ / cap Back fill planter with `� E U) \Planter soil mix. (See landcape o Cap Detail plans sheet L-0 1) paIe 0 ( Y Pre cast concrete '} .,o •...E•µ>:.-;?..,..».:} ro,g3f� ^:?.? ;. ;,�.�`=€'.2,-•n1,•• »£' »,'�.f.'.}3„'a.' �S€k»,..3mm;.,,..,,.,: . o wall alI (see layout w", Tr r r r r wg-203)A/H O p N M CD N N Q Finish grade r 0 C 0 0 Apply vapor barrier LO It "' IN to wall below soil line i HARDSCAPE SCHEDULE Sign base ................I........:..... .....-- ?Manufacturer Catalogue # Iltem: Distributer: for Description: , (Notes: stucco finish INo. for color SW 6133 PRE -CAST CONCRETE 1 WALL STUCCO; COLOR SW #6140 PRE CAST CONCRETE WALL SYSTEM; FOR HEIGHT SEE PLANS Finish grade 2 WALL CAP CONCRETE CAP; COLOR SW #6140 OR EQUAL 3 PAVER BRICK PAVERSYSTEMS 12"X12" PAVER STONE CORAL / CORAL / BUFF OR EQUAL 4 COLUMN CAP CONCRETE CAP; COLOR SW #6140 OR EQUAL 5 8 FRIEZE PINEAPPLE GROVE 08DI-071; ALLUVIAL SAND ATTACH TO FACE OF GARDEN WALL PER MANUF SPECIFICATIONS 7 STONE VENEER CULTURED STONE ALPINE LEDGED STONE, HARVEST#42011A OR EQUAL 8 6' BENCH WABASH VALLEY MFG MODEL #S570 OR EQUAL 9 TRASH CAN WABASH VALLEY MFG MODEL #LRD32 W RPL32 OR EQUAL 10 RETAINING WALL BLOCK OLD CASTLE COASTAL DIAMOND PRO 3-PIECE CONTRACTOR TO SUPPLY SAMPLES, OR EQUAL NOTE: 1. Contractor to provide samples of all items on the hardscape schedule for approval by Owner / Landscape Architect prior to installation. +' L) I F�O Planter Secti®n :-2 � 3 nts o `0 Alikkka cl) co Brush Sand into 2 0— V ` Pavers Joints 0 O 0 O Concrete Edge ca U -a v ' 6" Compacted Lime Rock Base Ft:s�,r., 'y:",r•X; y�r'4�5..}:..a,YS.. ftf ? •:@ r.<,•,r` .1:'•ri Cl) -0 7 oCU O ` :. ::'•,^rr \1>;,�,'`:1:� 'i•d��r�.J o:'. :`Yt,,`•.V' r. ' i •' ' i '�t: �j:i.•y�ft = I� ii!►,i'aiai �I� ai liu—TII� Ili' II ' I ' I � C o it-i I I EL _ a� Paver DetailntsH DCn OO J l � I i I .... N PROJECT NO. I = 1015 I - SCALE as noted I DATE = April 2011 I Date: SHEET ' 1 •• �, H 203 j .I. 1..nu III. I., Ill VIn .I„J0. 4111.1"l.II,1111, ul, .1,11 !Milli! — I—, ;I,•L.:Illlllll li 111 1. l 1.,1.iI1.1., ­11,1I III JI1111 1 PA (..I.,,(., ILI, 1. Sidewalk Existing trees. See arbor plan. X 9 / 8 0�A . doh ZPy Right of way ��� ��- - - �--- 10� line rn 2os -J,16 :^„ NF::: i I i c i t � F • C1 i •ti i � E .. ............. _ ..». », . r....,. I { 3Zi3 s i 2 H2O4 Lot line 5 / Cap Detail / / NC) / U L� ...... ................................................. .................................................... [",",. ................................................................................................................................................................................................................................................................................................................................................................ a 0 .+. } a I £ , s \ zu .0 21'-211 • `'�� " ' ' ' Righ way Sidewalk yA line by others -_w.. A 50 R Bluford Ave Plaza S / �H-204 111=1 0! 101-011>_ Sign cap 91-411 ------------------------ -1 T -- — — — — — — — — — — — — — — — — — — — ----------- Sign base Plan View 12" --I 11" Overhang I typical N 1 ! N Sign cap color I N I SW 6133 /L---------- ---- Sign panel Cap Detail Back lit sign panel, color and sign to be approved by owner. Sign Panel 36sf C) 4" Band around sign panel, stucco finish on all sides. Paint color SW 6140 4" .--if 81-811 _ Sign base, stucco finish all sides. Paint color SW 6133 00 :.. , PRE CAST CONCRETE WALL FINISH GRADE =3 D_ O U J Q0 �:E E�Em � 5 i � �. B r Garden Wall Elevation s N nts H-204 0 co c0 � aa)) a)a)aaa) o ) -o Z E E E 2 0 U C0 U O M U � rr E w C) U U E n a a' a U U) (D 13'-411 >_ 12'-811 T T T— TO CD W O O N N Q r 0) 00 N CO 00 0 O O O T — — — — — — — — — — — — — — — — — — — — — — -- ---------�-------------- I� U') d co N W j� N 1"Overhang � Plan View I 1 I-- 12" —I 1 typical Sign base Sign cap I ` L 1 1 I 1! I U N O — j Sign cap color , Sign panel SW 6133 /�--------------- � / Cap Detail O U) Q c (U Back lit sign panel, color O o ' and sign to be approved by U) O U_ Q. . a� - owner. N Sign Panel 50sf o 0 4" Band around sign L U panel, stucco finish on all ICU 0 sides. Paint color SW 6140 = 41, 12' 4— Sign base, stucco finish jL • .. all sides. Paint color SW 6133 co ca e i C,, D Monument Sign'A' Monument Sign B H —204 nts H —204 nts Note: Monument Sign 'B' for convenience stores with gasoline sales only. PROJECT NO. 1015 SCALE as noted DATE i April2011 Date: SHEET H-20 4Y IIII. I of a k' a.m ii V, „ ni.l 11..1 Li di., II 1 u., nuiulaYlu tlll I e .1 ..J ,i, , un u 11 1, .1 je G �7tLG111 t 1. A 1 a Pre cast concrete wall (see layout Raised letters attached to face B / H-205) 5 of wall. Sign area 12 sf. Garden wall end post Garden wall end post Pre cast concrete .:::..:::::.:: ........:....;.............. wall (Garden wall see layout 5 ::.........:::..::.a.::.: B / H-2o ._.................:_............... ,............. _...... ................. _ ............................ .... ........ .. ... ....... ...... Y Y. .. ..... .. .............. . .............. ............ .. ............ . . . . . . . . . . Ocoee Tow" Cen tee ►.... ..... • ... , .. , ... r .:. .... , . , . _ •.• � 'ram• •.' .: ..•. .. .-•:�-'.. : .� � T• :. , .. � �.r�:.. •:� � ..'.• :. � .�'_'' A Bluford Ave Plaza Elevation H-2055) nts C'7 U o FTW = 128' TW = 129.5' _ BW = 124' F BW = 124.0' 22'-0' --------�--- — — — — — — —c----------a------- 1 -� TW - 125.5' BW=124.0' -- - - - - - - - - - - - - ---�+'�---------�--- ---- 15'-3" 4— Bluford Ave Plaza Plan View 1 /2"=1 '-0" TW = 128' BW = 124' / F V- Finish grade 1 1 V VGVL VV, IVj'ete wall (Planter wall see layout B / H-205) CV — 6" \ I -i— �-0°-`, II 1 �g°o 2 / \ u \ > °`< \ — `� / 2" Overhar Planter Cap Detail Raised letters attached to face —\ of wall. Soil level to be 6" below base of cap Back fill planter with soil mix. (See landcape plans sheet L-001) I I 5 ;boo° 2 �/ / \ 5 , 20000 000 2" Overhang Wall Cap Detail Pre cast concrete wall (see layout B / H-205) Finish grade —j— Apply vapor barrier to wall below soil line C Bluford Ave Plaza Plan View H-20)5 nts o) C Z 0 CD U a) a) co co CU F- .� .a 00 o co Q ,ILL a� O 70 U C W �O Q T Q, O 'a ) � ) C/) 7C) t$70 m 0 N O N 0 aN (U Cam) N N 0 U7 C � E O CO 'p z Ir U d L C.5 d E5 (D n- E E U W N 0 r r T T r W C\1 CID O O N N N Q I,- LID It M N W U N �O o co 0 i CU U N 0 C cc Q..� LL U 0 - O C V _ 0 � �r— O LL _ N C CIO C ® PR JECT 0.1015 SCALE as noted ! DATE April 2011 Date: SHEET .. •....,... , .. _ _ .. , -... � ®.. _.... / H-205.. Begin column at station 10+54.33 30' TW = 126.5' BW = 125.0' i TW = 128.5' BW = 125.0' 22'-6" it TW = 128.5' -------- ---- BW = 125.0' 60 TW = 126.5' BW = 125.0' ........... ...... f4d, EI N TW = 128' .......... H203 ...... .. - BW = 125' .... ..... ... . ... . k 131-611 . ........... .. EO C) C\1 ............ ........... . Right of way line Existing trees. See arbor plan. -------------- TW = XX .... .... . BW XX ....... ...... . .. . . ......... ............. — - ---------- .............. ............ ............. Sidewalk See Civil Plans A Bluford Ave Plaza H-2063) 1 11=10' CAP BLOCK DRY LAID STONE RETAINING WALL SYSTEM SEE CIVIL PLANS FOR HEIGHT )q-, qp- 0 kk-4 - 7 /— SLOPE MAY VARY 12 INCHES OF FREE - DRAINING AGGREGATE 1 0 'll-K 4" DIA. DRAIN TILE (EL. VARIES) ............. ............... ..............I................ .... . ............. ............... ............... ... ................I.............. 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD D Retaining Wall Detail H-206 nts Curb see civil plans 5IX51 Tree planting area Broom finish 4'Trowled edge 0 '1 51-011 B 10' Sidewalk Finish Detail H-206 nts I I 1 1. .11. 1 j .. I I idi 1'i,.1 11 in, F. 1.1 ii. h 4. 1 1 -M1LL .L 1 '161 1 11 III 1 41-611 i r 31-1011 711 00 L— — — — — — — — -- Plan View Sign cap F — — — — — = — — — — — — — — — —Overhang Sign base 12" typical t CV CM Sign panel L — — — — — — — — — — - I — — — - Sign cap paint color T Cap Detail SW 6133 31 Back lit sign panel, color Tenant and sign to be approved by owner. 4" Band around sign Tenant panel, stucco finish on all sides. Paint color SW 6140 CD Tenant 3 Sion base, stucco finish Tenant all sides. Paint color 4 SW 6133 Finish grade :'. r'..'�Il 100 C Directional Sign Detail H-206 nts o)E .Z 0 C;) U) 0 -0 >1 CZ -0 o C) co t! r� 0 Cu 0 Z CU C�s co C\j co ct Lai LL 0 70 CZ 0 T11-- C) 70 tS) 70 If >Z M 1 D ct 0 0 7()(Z 0 -_j (.0 E E E E E 0) 0) N C: C a) 0 C: a) s -0 Z E E E E E E E .2 E 0 0 0 C) 0 0 0 0 rr .22 L E C5 U 0 F= 0 0 IL 0- CL C-) 65 0- 7 O01 17 C? 7 7 7 00 0 LU M 0 0 0 0 X) It C0 C\1 rr 4-a 0, 40- 4-j CU CU - 4-1 CL U (1) C: 0 O 0 LL CL F- ai '0 C0 M (D 0 -2 -1 00 CU (/) C.) 7FO 0 4 0 U— (1) Cn CU -C 00/ N PROJECT NO. 1015 SCALE as noted DATE April 2011 Date: SHEET H-206 00 �71.-1111.,11 (',/..:i LEGEN D • RAINBIRD 1806-PRS SERIES POP-UP SPRAY HEAD WITH MPR NOZZLE NETAFIM TECH LINE TLCV9 SERIES DRIP TUBE (APPROX. 1.0 GPH/FT.) NETAFIM ROW SPACING ONE FOOT O.C. PER MANUFACTURE'S SPECIFICATIONS HUNTER ICV REMOTE SERIES VALVE. SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. HUNTER ICV REMOTE SERIES VALVE W DRIP FILTER ® ASSEMBLY RBY-150-C-LSS 1.5" 200 MESH SCREEN SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN AN AMETEK VP-12A VALVE BOX. - - - - - - - - - CLASS 200 PVC MAINLINE - SIZE AS SHOWN CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) MMEMMUMM SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT OF PIPE SIZE SHOWN. CON TROLLERS- RAIN BIRD ESP -MC, SEE CHART FOR C STATIONS. PROVIDE A TRC COMMANDER SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED TO EACH CONTROLLER. (REMOTE CONTROL TECHNOLOGY 800-275-8558) INSTALL A MINI-CLIK II RAIN SENSOR AT CONTROLLER LOCATION. GROUND WITH A 8' MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. POINT OF CONNECTION TO RECLAIM LINE WITH A 2" P JUMPER TO THE POTABLE LINE. SEE ENGINEERING PLANS FOR MORE INFORMATION. METER SEE PLANS FOR SIZE. FT4IRRIGATION METER TO BE INVENSYS SENSUS METERS PER CITY SPECIFICATIONS. NOZZLE CHART LETTER MODEL GPM AT 30 PSI RADIUS PATTERN A 1800-15F 2.8 15' FULL B 1800-15TQ 1.9 15' THREE QTR. C 1800-15TT 1.7 15' TWO THIRD D 1800-15H 1.5 15' HALF E 1800-15T 1.2 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G 1800-15EST .61 4' X 15' END STRIP H 1800-15SST 1.2 4' X 30' SIDE STRIP J 1800-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1800-12TT 1.7 12' LOW TWO THIRD M 1800-12H 1.2 12' LOW HALF N 1800-12T .87 12' LOW THIRD P 1800-12Q .65 12' LOW QUARTER R 1800-10F 1.57 10' LOW FULL S 1800-10H .79 10' LOW HALF T 1800-10T .52 10' LOW THIRD U 1800-10Q .39 10' LOW QUARTER V 1800-8F 1.6 8' FLAT FULL W 1800-8H .79 8' FLAT HALF X 1800-8T .52 8' FLAT THIRD Y 1800-8Q .39 8' FLAT QUARTER Z 1800-51-1-13 1.0 5' HALF BUBBLER DETAILS 4• NM O.EARENCE ^AVDw �18' MIN. PVC GIP PAVDG 1-I I I I I I i I M I 1=1 I =1 I 4 -�I� IIIIIII�I IIIIIIIIIIII- NOTESr L ALL PVC DONC.ITMN SLEEVDE M 9E CLASS DID, Z ILL .RNIS TO BE SOLVENT WOM N0 WATERTTOT. 3 WERE TIRE IS IRE IHM OE SLEEVE, EXTEND DKI R SLEEVE M 24' MA ABOVE FDOSN OWE. OW MGILLT TOP TO 95Z PRCttR. IRRIGATION SLEEVING GENERAL NOTES OUTSIDE VALLJ {[ O HYBRID CONTROLLER, RARAINBIRDIRDESP-1 SERIES OUTDOOR WALL !COUNT 20 1.5-INCH PVC SCH 40 COMMIT AND FITTINGS 30 WIRES TO REMOTE CONTROL rm VALVES ® JUNCTION BOX 01 OPOWR�H�CRIOUIT TPOWER 4 s `� HYBRID CONTROLLER 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 13) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 3) ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE 14) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, 4) PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4". NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 5) ALL RISERS SHALL BE STAKED WITH A 1- METAL DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. 15) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, 6) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED CODES AND REGULATIONS. IN VALVE BOXES. 16) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED 7) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. BY THE LANDSCAPE ARCHITECT IN THE FIELD. 17) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. 8) CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND THE AS -BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWNG EXACT WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE MEASUREMENTS FROM HARD SURFACES. ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD 18) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE SNAP-TITE" CONNECTORS. AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 9) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IS SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE 19) SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. OF 2X THE SIZE OF THE IRRIGATION PIPE. 10) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, 20) CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK. DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. INSTALLA11ON OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 21) ALL PIPING, HEADS AND BOXES SHALL BE PURPLE IN COLOR FOR REUSE. 11) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 12) FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FINISH GRADE/TOP OF MULCH O POP-UP SPRAY SPRINKLERb 2 RAIN BIRD 1804 30 1/2-D1CH MALE NPT x .490 DO BARB ELDOWI RAIN BIRD MODEL SBE-1350 ® PVC LATERAL PIPE 3 SO SWING PIPE, 12-MM LENGTH, RAIN BIRD MODEL SP-100 © PVC SCH 40 TEE OR ELL �4 5 3 6 PLASTIC VALVE BOX WITH COVER \ FINISH GRADE 90• ELL -PVC SCH - 40 CONTROL IR II P, G I L TO SPRINKLERS SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE ^ ICV IN VALVE BOX NO SCALE INSTALLATION DETAIL POP-UP SPRAY SPRINKLER IRRIGATION SYSTEM PERFORMANCE NOTES 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE OFF A POTABLE WATER SOURCE WITH A PROVIDING A MINIMUM PSI OF 64 AT THE SOURCE 2) HEAD LAYOUT BASED ON BASE INFORMA11ON PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THAT WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMIM GPM PER PIPE SIZE AS FOLLOWS- 3/4- PIPE 8 GPM 1" PIPE 14 GPM 1 1/4" PIPE 24 GPM 1 1/2- PIPE 36 GPM 2" PIPE 50 GPM 2 1/2" PIPE 80 GPM 3" PIPE 120 GPM 4" PIPE 200 GPM 6" PIPE 450 GPM Note: Mainline, lateral pipe &control valves shown in hardscape/buildings area's or outside of property lines is for clarity only. Install pipe and equipment in green space and within property lines. Irrigation Zone Schedule Meter Number Meter Size Owner Zone GPM Type 1 1" City of Ocoee 1A 13.91 Drip Meter Number Meter Size Owner Zone GPM Type 2 2" POA 1 59 Drip 2 45 Spray 3 57 Drip 4 40.4 Spray 5 45 Drip 6 47.06 Spray 7 56 Drip Total gpm 349.46 Meter Number Meter Size Owner Zone GPM Type 1 111City of Ocoee 1 B 2 Drip PVC SCH 40 TEE OR ELL F - - - - - - __ - ___ - - , , , PVC LATERAL PIPE 0 RAIN BIRD EASY FIT COMPRESSION ADAPTER EASY FIT COMPRESSION COUPLING: ,L RAIN BIRD MDCFCOUP I' _-LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE LD-XX-XX OR 1/2-INCH POLYETHYLENE PIPE: ORAIN BIRD XBS j BLACK STRIPE TUBING EASY FIT COMPRESSION COUPLNG: RAIN BIRD M-FCOUP EASY FIT COMPRESSION FLUSH CAP: i RAIN BIRD MDCFCAP NOTES: O LATERAL AND EMITTER SPACING DEPENDS ON SOIL TYPE. O LANDSCAPE DRIPLINE LATERALS 1-2e-c4 POTABLE SYSTEM x-L"�a..a.oa":m.mm,m.-am"msy.mm.owc cp 0 o� U COD E� o a� a � 0 ^` 8 1000 .� R N J tea_ LL O�70 U W L �O T Q. O U aCO W CTJ J U)670 c� ro n _> Ma O U 0 E E V 5 E 0 E E 0 v m N r O N E E Q E CO � O N 70 E q? Z o U U U 07 -0 o d N N N E W U- U U p E O p 0 6_ n 0 d a � G7 N a- T T T T T 7 7 T- T T w O O N N N Q - CT) 00 T-- (0 p h LO %T M N L>LI ..FI 0 N �O L O N Cn -U ia� p CU 0 LL O >F- _ ai ICUa) O O .� Cn U tCs 0 O LL - N U) O L � I \ �.. \ l PROJECTo'. \ 1015 SCALE nts DATE April 2011 Date: SHEET e 1-001 I I I. I I " ,, /, I . I . , N11 2 \,Z' N-1 :1-AS- OT #2 1.42 AC.± N 4" Irrigation sleeve A" .. .......... .. .......... ..... ....... ....... .......... ....... ........... ...... ........ ...... ...... ... ........... ... ....... . ... . . . . . . . ... .......... 2 Y2" Irrigation Mainline. Mainline shown ................ ....... ....... in hardscape sidewalk areas or outsife of ....... ... property lines is for clarity only. Contractor .......... ....... . ...... to install pipe and equipment in green space ........ ......... ................. . and within the property boundary. .... ........................ ..... IN . .................. ........ Irrigation within the public right of way n "I..\ ....... along S Bluford Ave shall be owned and ..... ...... \ ..... . I ... . maintained by the POA Begin Drip irrigation zone # 5. End Drip irrigation zone # 3. W ,1111111114 L. . .... - �-- . ...................... amm .. . .................................................. W anal X RW RW W _0T #1 2.15 AC.± W W RW RW , ....................... ............................................ .................... .............................................. mum j Z ti 4" Irrigation sleeving A-413-A, . ..... .... S, CU Contractor to tie into 0 reclaim irrigation line E 0 --Q O CD 0 a) _0 C13 O (D ry-1 co Nt Q) CU C) A) co ?:;� C\j 0 70 ca U) 00 QT C:Qo C(s U) .8 U) C5 7C) 6) 7C) .Q tf >Q Ctj Z) 0 7C) �q C) C-0 E E E E 0 o 03 0) co 0' co (0 0 -0 Z E E P E E 2 E 0 F- 0 0 0 a. C: r_ C: E U) 0 CL a- CL ta co T7 17 17 17 W C.0 N C) Zone 1A to be owned and maintained M co W 0 0 0 by the City of Ocoee. ;K5 W r- LO C\j DRIP Meter #1. City Owned Meter. 1" Invensys; Sensus Meter Meter #2. POA Meter 2" Invensys Sensus Meter Zones 1-7 to be owned and maintained by the POA % g.. .4. 1 A r 13.9 r�pm 0, Z. 835 F Cn C CU 40— 42) gallon k SI eve DRIP CU (D D UP Existing tree 0 EL U Garden wall typical CU r— C: 'm /5 :2 i Begin Drip M 0 4� C 3, 0 F 0 M DRIP 4" Irrigation sleeve En U_ irrigation zone # 3. under paver area Y2,�7 End drip irrigation 0 zone #1 51 (D 0 4" Irrigation sleeve C 3,420 LF ..................... 0 In V C.) 100 U) . .. . . . . . . . . 'In ... ........ m J C, ................. .. ........ ----- ........................ ----------------------- . ...... ............. Ir 4 I jTL 0 tl 2.1gLia • �XA, .... ...... A- .sleeve Vk, Q U .4111,1�44041 4:ht.1.11.1 tGAM . . . . . . . . . . . . . . ........ ...................... . ........................... D ............ ;W� . . . . . . . . . . . . . . . . . . . . . . . . . W M W Cn LEG_ ............. . . . . ............................ ................ — ..7 4"Irrigation V. Sleeve W I III oil CU % % % rollers 2 Y2" Irrigation Mainline. Mainline, controllers A 1 4- 1 4; 11. k A" I A +i I CIH C1 VIC irnga U1 I HWO 0 VVVH 2' in hardscape / sidewalk areas or outside of under pa ver area 45 P fl property lines is for clarity only. Contractor \G to install Dir)e and equipment in areen space . ...... and within the property boundary. .. • ........ . ............ .................. .................................................................................................................................... . ..... ......... . .............................. ...................................... ........ ................................... .............................................................................................................. ....... ....... ....... * . ..... .. ................. I ........................................................................................ I .......... --- --- ...... Z ..... ...... ..... .... .. ...... J1 ....... ................................................................................................................................................................ .. ............... ............... ....... ....■ 6"IM11 PROJECT NO. 1015 SCALE NORTH 1 =20' DATE April 2011 20' of 20' 40' Date: SHEET 1-301 i I � �, I i d � L uni '� / 6ii ,ail iu iII.. �'JIY I.I,u _ i��171i1. �ii 11 •Iaildl�7 �. i.i, �i./I. i, i.IL.1 iII .i i i i i 'A 4" Irrigation sleeving to connect sidewalk landscape areas. Zone 1 B to be owned and maintained by the City of Ocoee Meter #3. City Owned Meter. 1" Invensys Sensus Meter Controller and 2" meter to be owned and maintained by the City of Ocoee Contractor to tie into reclaim irrigation line \ IN V• :� ' . �.• . • i ........ .............. ...................... Ej! .................� ........F..,- E! V i Ej E D:................................ v ME )7jj R� rr �i ij <.an I ` r • •ice .. 't "k� •• \ r 4" Irrigatior a tF • •i Sleeve cu ' "�'• O vi U 1f�( _._.... ............... y4 r ,r „r r, Ws� - n C _.. . ............ ............... ........................................... ............... ... ................ . . ............ .................... . ....... )-SsSS x fl f 'f<j ((^^��t 1�,� ill .............. ........... Y� l �l ...................... j•-<r �'p g f y ............ 4Yt %�� ..................... �t tf1 �f .................. ................. ........... u IL-j O� PGxi � OHO Zones 1-7 to be Begin Drip owned and maintained irrigation zone # 7. by the POA End drip irrigation zone # 5 Irrigation within the public right of way along S Bluford Ave shall be owned and DRIP Garden wall maintained by the POA 7 2„ a:Y }}•=-w'l' Existing tree 56 typical GPM`3 , 3;4E0.,L, F . E 7 _Ab _ •;`Y.;..:, ,_ m ® _ v a...,_ - m. a _ d-....._ .m..., a ..a. _ _ _ ..... ...... ' •.,., ,.: ,.:::.. t vev�; ..._ n_... v ... �f » � r _ v ._ a ZZ `4 s JS , ,.. <. •�� ` S itv i C is +(/ S V �st l . a : W W ' W. W. W W W W W W W a»>5..:. ' 'Y W W W W W W W W W W W W W W W --W--..W W W W W W W • „ �47. S Bluford Ave a, E o .............. ................. ......... Q {. f.....................+ 9 ; C 3. t --r C - - --------- * W CO....... ! - •Iv \\N�f c O �i ............... �# U O' .n� � mLL i �.L 3 J i O U0-0 00 ■ U O K T�1 cou (n c cn ^` U) 71 • � 1 ac) ro co 0) O N n - O O E °' O E E E E f- o U v oa- C� U c L E W U U U EO CL a- n- v i i T T T T T t T T T T W r O N N N Q 1 r o 0 0 0 � Q LO "t CY) Ncu L�jJ A j t� O -� O C I +- CU N _ 1 � �- U = L o � o .� O L >i— o 3 O U 4- -W ^W 4" Irrigation Y •' O Sleeve O Y `— 00 V) CIO :2 - • , _ ,• J 2 %2" Irrigation Mainline. Mainline, controllers i and lateral irrigation lines shown in hardscape / sidewalk areas or outside of property lines is for clarity only. Contractor to install pipe and equipment in green space and within the property boundary. / \ % PROJECT NO. N 1015 = SCALE NORTH _ 1 "=20' DATE April 2011 20' 0' 20' 40' Date: SHEET 1 l i.61 11 14 Ilia i�l Ii lil,lu.Illlili .,u��h l�adl ilia I�ii u,li, n��� II I,.u.11 uL I...,il it I,. A IL!.!.IIII III IIL,..."1 illk I Alin 1 1 I.l 1 1 1 �/ � N 114.2 ' 113.0 144.90 173.. a 115.2x 116.4 A L TAIA TI TL E SUR VE Y 107.1 WLF - B17 + I I x 111.8 n 40.55' t07.8 0 l i I I I n _x^ x 119.3 W I i WLF - B16 WLF - 81 ^��i% % 11�,7 11815 LINE CHART CURVE CHART S50.47'29'W 106.4 WLF - 615 �'ry �^ ' / / / i L 1 S35°20 45 E 190.92 DESC CENTRAL ARC CHORD CHORD 64.79' ,1'oP/- 42zs6-�-�-f- I L2 N54°32 54 E 36.39 DESC NO. ANGLE RADIUS LENGTH BEARING DISTANCE WLF - B2 107'1Nt!10,4'.50(�s"/Pv�) / o i N53°50 03 E 36.39 CALC C 1 51 °49 59 220.00 199.03 N80°27 54 E 192.31 DESC / I 194.29 X'/PVC) / � ^i ^ N / , » , a » , , a » , 108.3 S1T19'04'E 6`;' ,1E.,I(VA 1 4�6 i107PWC) • /x � � 1 x120.3 N53°51 21 E 36.40 MEAS 51 °49 59 220.00 199.02 N79°45 03 E 192.31 CALC INV = 109.86 (18" CMP) 39'71 6ti�yo ,' ,' ,' /� / �'s'2'%%� :_ d L3 N00°15'07"W 73.66' DESC N79°46'30"E 192.33' MEAS WLF - B3 S38'26'54"E ��'96'/ ' /' / /'LL'n'''o\ L4 WEST 6.00' DESC C2 15° 10'24 640.78' 169.69' S81 ° 12' 19 "E 169.20' DESC � 108.8 48.47' SITE BENCHMARK 4 a a as xilo.s . R.�'T�'NTION 107.9 / / / / , , , , # L5 S89°56 10 E 29.05 DESC 15° 10 24 640.78 169.69 S81 °55 10 E 169.20 CALC .0 I- "X-CUT ON MH ;113.5 ' °\ \ °9, PD jD �� / / // / / ^a__ 1 ry / ! ELEVATION = 122.56 L6 ill 11 '34"W 10.01 ' CALC S81 °55'50"E 169.13' MEAS W. INV = 113.99 (18" CMP) �� 0/ / / // 1132'x / /l1� �+ 1 i / „ » , a , 13. ¢p � `\ \''\WLF - e4 70 st3s'58'w �'� B , , , , \ \ 1 �GI i L7 S89°48 26 W 18.84 CALC C3 01 °30 20 5735.72 150.71 S36°05 55'E 150.71 ' DESC 'T 3 J'' x R \`,, \\ \ 43.1z2 \ �°� j',/ �,'�,'/',' i \\''�?�_ - 120.2 ,S89°48'37"W 18.77' MEAS C4 04°01'45" 640.78' 45.06' S75°37'S9"E 45.05' DESC �7 33 v,3, x t t\s'3 ?� \ i t �'M' 10'53 E� • / / / / / / / / 118.� x � \ 120.4 12 4 a " , a a, , , , » , x \ x11y�3 ! L8 N65°07 06 W 24. 65 CALC C5 11 °08 39 640. 78 124.63 SB3° 13 1 1 E 124.44 DESC / 29 85' � WLF - B9 k9 / � � / ' � � I I \ / , „ , , „ a , a n a ` 1�5° r!} L� ie13/' /z /' l l 1 ti° N65°08 10 W 24.62 MEAS C6 00°32 21 5735.72 53.98 S36°34 55 E 53.97 DESC 1 . . 113.86 B5 110.9 \ • 5 h•' , % / / / F N$9'48'45'E S80' " r -6 /' '/ /' // /' �'' / I 1 1 NrYy xt2t.5 , » a a a » , 13.99 WLF - BB N82'10"245- 67\0 2532E 137E C7 00°57 58 5735.72 96.73 S35°49 44 E 96.74 DESC ` 71.78 a ea 105 S7T 1'3 ' ' / / x 115.6,E �/ x 1t713 1 I _2s' 2143E N� 81��'� ,WeF 2/ ,' /, , , , , / J^ o� CS 02°28 03, 5735.72 247.02 N38°49 22 W 247.00 DESC x114.5 4, / , I C9 00' 16 30 5304.00 25.46 N39°38 55 W 25.46 DESC t t� 38 _ S5T2T26 E VYLF - BS - -WLF - B - o _ 80.4 �._ 10§ 42.55' WLF •LB7 '---109�'110 ' ,0-' ,2- 3, �' y' / I _ C10 03°58'23" 5735.72' 397.73' N38°04'13"W 397.65' CALC u o� i14.42 \--_ _`_'- -__WLF=�L' _ = '1 /,\ i\,' \ ., 6� ' /' j `!j1 TOP NW. INV12f.104.89 (18" PVC) S. INV = 105.18 (18" PVC) N38°02'35"W 397.71 ' MEAS 115.tx 1--71-_--- ,FS�i` x 114.6 - ---- ' - /' / 9 //xf19.0 120.7x A x121.8 0\ x115. 115.44 - � � x 117.7 �� I1ry. 16 \\ \\ \\ o� --- 4�23 `�_J'- - - 116.0_2_- TOP = 121.56 \ \ \ ag &7- jq,.j16- � --------- t16.1___ ------ I__,xtt6.0 �' �' / 1 Q N. INV = 105.47 (18" PVC) x'W 116.28 - x _--- xif5.7� '1120'--� \� SW. INV = 105.58 (18" PVC) P� - 1�A48•-------�'- - =� - _ �, 112 4 tilAINE STREET ---------------- - MAINE STREET o o / ---- Su r3 1 %59-- 1La-D9----------- �_�__ - '(60 R/,) � 12 i �/ 0 1�2 _ 5------- (30R/#J--------------� _ _ � 122. t21.9 -121 117.5x - - '- '-• _ _ - 1 f22. 722.02 i `'' - - 121.9t 0 22.2 / \ � 118.52 _ _ - - --,-79:1+k 1zaD3 M0.53 .L?-1+03" 121.57 72 4 2 x - _ - ." 122.21 - - 8\ u _ - -�- - - �,2, a? 122.32 122.1,E - - - - - - - - --- - -- - -- - -- - -- - - - - -- - --- - - - --- - -- - - - -- '11s.s�_- - --- -- „ 'Zz--- 121.5-------------' - \ S 120.24 12 121.05 x121.7 x I 1, p93. rraa SA` f21.37 p f2j'. 8 !/' TOP = 121.98 FND-1'/2" IR xizo.7-__� _-� - 1.4 cA� \ \ -L-S 114334 - �p _ _ INVERTS UNATTAINABLE \ \ \ , ,2� / ^Y F 1/2" IR x 12t.5 X 77s- _ _, \ \ -D. 1/?�%tFF i - - L#4334�3 x 3 S? - I x119 ' o WELDED SHUT 119.2 \ \ 334 � � - - - - - - -- x 122.3\ S.0 �. � / ' \ I I \ `S TOP = 122.07 \ \ 3 3 / x 1 1 , » 22.1 1 / , \ NE. INV = 105.73 (18" PVC) - - ' / 9 °2 02 Cif S. 4/ ME / ` NV = 105.79 (18" PVC) G2s(J,O "E 1�' CALC /' �B' #44 x122.1 { 120- _ o \ - �121' / 1. 2. i / 121.7 / ,-.-_�d,Lii. �- �\\ tzt.o ' 119.\J� , o�„ \ 121.0 �1Z2�' \ x 122.5 1 ' v N 1 FND. 1/2" IR LS #4334 f2 4\ r \\ \\ \\ \ x23.3 { x12�.R\\ \\ \�\ { {' \\ `\ x 122.4 O,U I Zi \ \ \\ \ UP �\ `� I \ 124.8x \ \\\ \\ \\\xx 121.4 x122.5zo { 12 \�� \\\ 1 \I \ \\ \�\ �� 3: FLOOD LINE SCALED PER FlRM { 124.8 \ \ x 122.1 OJ ` \\ \\ \\tea! i (11 \\ \\\ \Z 123\0\ can TOP = 122.54 vJO be; \\ \\ aa? \•\ 1 I 1 "N' \\ \ 122.8x x122.4 BOTTOM = 111.04 20ryP { /Z \121 5 - a a \ I i x ` 3 x INVERTS UNATTAINABLE X / `121.6 x r \ II I 1 \ i \ V 1 FULL OF WATER , 20/yE " { try cS\ 122.3x \�\\ \ I ! I I �\ asLO 1 124.3x 123.5 � aom 11 { x 122.2 \.� �\ fi I I I/ I ---Noo n\ (O 115.9x 122.3x \ I I 124.Ex I 123.2x II II , { 11 \ x 122.9 x , ZZ \ /' I { 123.2x aI I /x 124.0 _ 123.9 p__ UP \ ' I tiZpj x116.4 emu• � i I // x124.9------ ♦ I x11li7- - - - - - - x 117 8 WITNESS MONUMENT --------- \ I x122.4 x120.7 FND. i/2" IR \\\ II I�o LB14475 1 R , _ 'z4 x121.5 FND. 5/8" IR Le ss '�� x \ ,' k.' xa 1 x121.5 / , „ , S8,9° xi s0 E 330.7 1��CALC oFFS2ET 2.67' w # \ v� \ 124.3x "-' . UP "' I S89'56 50 E 78,8.09 MEAS cl?3 \ -'•�-' �'`'- -U4`�- j------------------'t� \\ I 1 \ I / \ 1 �3.4 \ l Q j / 125.119 - TOP = 124. _ _ - - - - - l / / \ / / , 3.7' 122�x\ x x SITE BENCHMARK 3 125\�7 I I NW. INV . INV 106.\9�,9 18" PVC 1 / 8 --' 18.8 --------------------------- ' I >/t i 4 )- 124.3 x "X-CUT ON MH h/ i v i \`9 // �' / /' N40'42'39 E ELEVATION = 125.58 a UP N V / ° a 46.39' FH / T�P U5.58 `� I ; MIkASURED// 100,' YEAR ,��A' ,\\1 WLF - A16 WLF - A17 x124.8 124.7 O \ I \ '/ G S IN108.73 (18" PVC i , / / WLF - A15N13.5452E 12.9 o E�\IN108.54 (18" PVC I / / FLOOD CONTOW, / // x 116.2 34.88' o / 124.6x 124.3 TOP r 124.35 1 1 121.2x l / ELEVAhI N = 1 �7.4 , N45'5703 E Ni"E `Y i23. `'s /- - - - - - - - - - - - 1?d &- - N. INV\ = 108.75 181" PVC 1 1 / / I / % // 45A 4' / 35.67' - - - - - - - - - �e - - S. INV 108.85 15i PVC x17,7 WLF A14 0 x 125.0 25 11 7 / / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 123. xt25.0 \\ 1i Ni"E E 123. pax \ JQ /\\ ,' \ A126.2 115.8 WLF - A13 12o.sx\\\ ts AS\ \\ j ti2y {,;\ \\ \\\ x 122.E �l //' I WLF i /A11 N4T51'43'E \ ! / 52.35' 0 GR APHIS 1 i 11 SCALE 1 200 300 1" = 100' \ N09' Fi0 E 125.29 \ ,y ( I I \ \ I 121.6 I 1 FLOOD LINE / l 3y5�(�,'�2' 116.1 j? �x \ x' 1 \\ I SCALED PER FIR+ \ l / / ' N4 39.608 E \\. 125.41 s, \ I 1 I I i \ / / N55'1 D' 7 E (( FND. 1/2' IR \\ m \ \ i 125.2`/) \ 1 i I Y LB #68 12t.4xl t \ 1 25.0 1 \ 1 1 I I I / 41.6 1116.4x t f5 WLF - A10 J z y\ 1 I 1 I I I 1 1 xi 179 / U \ I I i 20 I / WLF - Q \ (I I \ti6� \\\ 1 mar os \ 1\ 125.2 I - - - - x t23.6� - - 11- x - -I - - - I -1/✓E • , / ti V �fLEA\ N L4 I I I ', 1, 11 121.6 , I 12p1vt \ I I I \,ry6�\ \ ��'s'a_ �a �-�- II-----735.3------ I 1 11 11 1 I / 1 // a S89'4826"W 551.3T CALC\ \j\126 p � - - - -/ 125.1 x (Lc 1 \ 1 I // �� - Al \ n a \ 725.53 I 1 I / \ y S89'48'53"W 400.46 MEAS i `'\ IX20.9 WLF -`A7 7 /� j jj�� NOD.#80D NAIL L5 - - - - - - - - - - c \ 125.2s `�sd, , �� �Aw \ 17 t25.2 125.z I 1 x \\ 123.5x 11 It I / // /Il 7 41'25'3TE �c/ JJ� [1 L/ W / II I FND. 80D NAIL ( \ { \ 1 I i / 49.74' = N \ / NO # I �'»25.ix F �2 \ \125.3 t25.ox 11/p \ \\ \\ I Il N205'0 64' / /-V C^ ® SAN ® SAN ( �\ �� �� �o� 4 125.2 I t \\\ `\ \ i 1 B.E'NN�'T 1 SAN sANI \ ,� x Zk. I \ \\ \\ i i i l WL�� 1A6 J ��/ 0 ( TOP = 123.62 \ \ / ( \ 1 I {{�� O E. INV = 110.24 (8" PVC) I ZV1 125.4s 24.s4X �`'� 250\ II \\ x121f.4 \\ \\x121.61 1 1 N1I16'S7,/247E W. INV = 110.20 (12" PVC) 0. O \\ 61 ^ + oo �p7 TOP = 124.50 I CS �� vib, . y9 N N \\ I ( ,125.7 \^! �NV 12509.�8 (15" I�VC) \ i 1 78 91 ��/ N N. INV = 109.76 15,' PVC c9� \tiy� ory 1_ S INV = 109.3! 15" P1� \ I 1 I Y \ 12Ti.1 ( Up 1 1 1 I ro x 1 5.8 (�� { N E. INV = 110.12 (12" PVC) -D 3F', \ y2 2k� _ x" �� \ \ \\ \ 125.9x \\ W. INV = 109.85 (12" PVC) a �� I 1 J !y \tiy '� so \o \ �\ // II 125.8 \\ \\ 1 \ 1 W�F {i AS OO\ t \ I \ \ \ \ \ {J03 4135dwE1 J I- - O \ �� \ I. o 1 35104'1I 1 J ry - - - - - - - - - - - - - - - - - - - cP,Q O\\ t,25,09 C1Ik9 �, ' k\\ \ x125.8 I I \\ \\ N 11 \ w �\ A�1 16.2 A3 x 'Q � s ,�2 \ I Y Q y \ \ \ \ \ \ N 10'53 �Sl ox �� s `\ 424.8 \I \ 1\ \ 59.\61' ^ \ \ 0 0 cciz \Ek N \ 123.8 \\� Q x125.7 S TN ��2 M�NUMEN%\\ \\ \ ,r �/ o 12Q.4 1 \ 475 '2�\s M'\\ a�9 ?R•\ I - zp--------------'// OfiTSET 151123' W 78., 9 \\ TOP = 118.05 FND. N&D k, 2 \ \ -� \ S. INV = 111.90 (8" PVC) 12 \ I 1 I I 1 1 / \ W. INV = 111.84 (8" PVC) NO # `22.2 q \\ Ht23\3 I I° , » I I , 1 I II / 11 \ WLF - A2 N89'18'10 E 1467.04' MEAS FOL<%lAiiKE j \ \ n .,� S89°48 26 ,W 55�.3� (ALO ,\i \\ \ \ ,\ N15.46'07"W L6 N89.1751'E 1466.02' CALC Q ? 12z�� y \ • - - - - _ - S&9_48 53 W _ 400. 416 MEASS , \ , _ - _ 34.54' -�89 4•$•26••W 778.90' CALC GL 1 4. 8 23..3wER - - W .�I •L_ 47 _ I w� ow \ SE CORNER, IO 1/4 124.31 .,-- cam- F t 6 SW SECTION 20 123.7 SAN \ \ 7 SO SAN _ _ 11s.d,v _ W _ - _ _ - - _ 7.07 1 - an 4_ F 116. s. 115.7 w e A4 1 DO �pgg S c - -. C �Ul. t 6 r - y- ,� 5-� �� ie• SITE BENCHMARK 1 2.t24.2s /�R / (� "i24.�s I�I.bvt" i �t2o`1_ ,1so9 _ �,Fa, r,s "N&D ON MEDIAN --e? _ .3- - -i iv.T6 116.5 116.63 116.77-1171->•� h I ° 120.80 120.48- 119.$29g 71,q_- - �, ' iR ,� _ - 1T -117 1 �_ - _ _ 1 - 1i i8�27 ELEVATION = 118.25 TYEST COLONIAL DRIVE /i N. 3 - 95• ��1T77'+ - i r - - ..t �.8. - ---. =1# • y" _ - _ 18.27 (R/#r VARIES) r� // �`S 0 ? _ / 20.75 ^v, , 1 i R.;4'\ rL�e ' 117.4 t -•] 17_w_ _117•�0- - - _117.5e i 7:6L -• - 117.73 // ,�- -117- •- 116,67 116.58 116.21 - 116.58 o ` tt8.92 42 '_1i7T2 - _ TOP = 116.63 x 124.88 _ - ,� of _ f3�3jx_ - x1-f 6. t - - - - - -1 15 a - - _sr_ o- "117- O S .. ..,. .. i %7i7•g _--->d,$1.0_ N SD N \ T9:2 '�--- 1t6-x-_114------------ _-� -- H9151016.4 o ZBOTTOM = 112.03 124.43 ® P3, R __ �• k -�- 5 0 - _ _ _ _ 116.4 117.8 123.21 'il ,,,,,,,,,,,,,,,,,,L? 1 fl4s 121.05 120.44 d- N a f .10- o--- - - _ 4.2 k B4 _ _ - - - - - - - - - - 7 1 t 6 6_ _ tNVERTS UNATTAINABLE 124 2 (����������'�� .1i5.7x _ 116.93 x116. x 4SD SDO TOP = 123.8: 9 9- - - - - - 123.3 - _ 1Z=.0?99 f2 2 N p ( - SDo S - - 11e.78 E. INV = 109.99 12" PVC CL MARKER ' 99 4.14 1 L 124.06 x y�.g7 _ SDO �'1T - - _ - - - - - W. INV = 110.09 12" PVC \ \� i \ 0 7 2r Q 113--- _--115------------- - x� 118.63 _ p _ _ _ _ =17 6- - -- - _ _ _ _ t-17.9 x- m -x ( ) FOC MARKER 25�D x •31 M •'Q� - 14.33 '124.10 23.86 23.5� 922.84 1'1'1 \ a 0.31 i\. x -..1W1 -• `3_"-- _ - -- - - - _ - - - - - - - - - -118- - .r 119.0 12 S37 xL21-x12S.3_ 23c123.3 ,22gx a $ / �-s0 i -- --117- ____-____= - ro _ _ _ -TOP = 114. 0 7.63 \ 3 sr� A-_ 12z N o 2t�11 r18 �____=�2a.a LZ ------��7.-4---- 0 m ' ' `'� h� "' " 3 12t. - - 1 xL920.0 „ x120.S - - r x - - - - BOTTOM ERTS UNATTAINABLE yyyry - N `'o rf S a r 12 _ --• -21120 �0 4 120.2 120.8 -. TOP .-.- �..9-Sz2 _ N Z V• N� %\ ki19.4 119.3" E INV = 116.59 (18" RCP) N N p 9s6o TOP = 120.46 N TOP = 116.64 N. INV = 112.39 (8" PVC) I I E. INV = 112.09 (18" HDPE) S. INV = 112.31 8" PVC) W. iNV = 113.99 (18" HDPE) E. INV = 112.46 (8" PVC) o ° TOP = 120.23 R a S. INV = 115.48 (18" HDPE) SITE BENCHMARK # 2 E. INV = 115.45 (18" HDPE) "N&D IN ASPHALT ") ELEVATION = 120.78 a i SHEET 4 OF 5 LEGEND - AIR RELEASE VALVE << - AUTO SPRINKLER BB - BOTTOM OF BANK BC - BACK OF CURB :�Z - BACK FLOW PREVENTER BLK - BLOCK ® - BENCHMARK ® - BOLLARD BPC - BURIED POWER CABLE CALC- CALCULATED C&M - CALCULATED & MEASURED A - CENTRAL ANGLE CBW - CONCRETE BLOCK WALL CC - COVERED CONCRETE CF - CONCRETE FLUME CHW - CONCRETE HEAD WALL CLF - CHAIN LINK FENCE 12 - CENTERLINE CM - CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE °CO - CLEAN OUT CONC - CONCRETE COVD - COVERED CP - CONCRETE PAD CW - CONCRETE WALKWAY D&M - DEED/DESC & MEASURED DE - DRAINAGE EASEMENT DESC - DESCRIPTION IOi - DOT INLET DP - DUMPSTER PAD DW - DRIVEWAY - ELECTRIC METER ® - ELECTRICAL BOX ESMT - EASEMENT E/P - EDGE OF PAVEMENT FIRM - FLOOD INSURANCE RATE MAP FFE - FINISHED FLOOR ELEVATION & FH - FIRE HYDRANT '01 - FLOOD LIGHT FND - FOUND FOC - FIBER OPTIC CABLE of? - FLAG POLE -G- - GAS LINE ® - GAS METER - GUY WIRE ANCHOR - HANDICAP PARKING HDPE - HIGH DENSITY POLYETHYLENE INV - INVERT ELEVATION IP - IRON PIPE IR - IRON ROD L - ARC LENGTH LB - LICENSE BUILDER 4 - LIGHT POLE LS - LICENSE SURVEYOR LSA - LANDSCAPED AREA MEAS - MEASURED MF - METAL FENCE ML - METAL LiD MS - METAL SHED - MITERED END SECTION Q - MONITORING WELL N&D - NAIL & DiSK NGVD - NATIONAL GEODETIC VERTICAL DATUM NTS - NOT TO SCALE OHE - OVERHEAD ELECTRIC OL - ON LINE ORB - OFFICIAL RECORDS BOOK OW - OVERHEAD WIRE FIB - PLAT BOOK PC - POINT OF CURVATURE PEP - PER ENGINEERING PLANS PG - PAGE PI - POINT OF INTERSECTION P&M - PLAT & MEASURED POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PRC - POiNT OF REVERSE CURVATURE PS - PARKING SPACES PSM - PROFESSIONAL SURVEYOR AND MAPPER PT - POINT OF TANGENCY PVC - PLASTIC PIPE R - CURVE RADIUS RCP - REINFORCED CONCRETE PIPE R/W - RIGHT OF WAY - SANITARY MANHOLE SAN - SANITARY LiNE SOO - SHOWN FOR DIRECTION ONLY SN - SIGN SWF - STOCK WIRE FENCE 00.00 - SPOT ELEVATION -SD- - STORM/DRAIN LINE O - STORM MANHOLE -T- - UNDERGROUND TELEPHONE ME]- STORM INLET TO - TOP OF BANK TP - TR4MC POLE - TRAFFIC SIGN M - TRANSFORMER/JUNCTION BOX ® - TELEPHONE RISER ®s - TRAFFIC SIGNAL BOX TSW - TRAFFIC SIGNAL WIRE ® - CABLE TV RISER TYP - TYPICAL UE - UTILITY EASEMENT o uP - UTILITY POLE -W- WATER LINE WF - WOOD FENCE WLF - WET LAND FLAG WS - WOOD SHED - WATER VALVE -®•- - WATER METER ® - EASEMENT NUMBER 009 of OrLan do Inc. , LB 4475 2012 E. Robinson St. OrLctrLdo, Florida, 32803 PHONE FAX (407) 894-63 1 4 (407) 897-3777 SLOT DATE: Plotted: Oct 06, 2011 - 6:36am FILENAME: J:\R\RAMDevelopment\2009.0280\References\Consultants\20-22-28PARCEL20AND68-EMAIL-111510.dwg 1-1UND 4z" - - - . .= � . I P. I a C -- F t, al [. i --- 1, V. .1 j _7 J - ------ --- ---------- _______­� -- - ------ t �\ N I'----,-,-,-,--,- - -,___-,__j�_i­­- . t, v- _ ....... __ ___t_�::- - "" ­­1 I ___1­___ -4, __ " C) I—. .., . 11 ____ __.- ____7:::_­1 �,7,, --­- , , i 1, __-�_' --- - - - -- ___ ! I I ,,'�"_, ___, I/N _­� � ____ __ ,­ )" "p- __ j�� , _�,__ - - - ------- � - ------ - Ta , , , � , — I ,_1 j- " �, _�_ �. __ - ,�,/ -,----, " --,,- I __�_­: ., _- I �, � , , , . � � . 1; -1 12.7 31 '2A,_ 1 24 , . �_ . __ I - - _-, - " - 1 ,__�--l- , , , * I I'- , " -, I/ - -- , , _ - _' ,� A ,�'.. - . _ � ­1 , -, � -, ,� i _--_'�---­A­r . i ,,,� - _'.. , � � �, ,-- , ] _-� 4e4 .t CA 110.0 ;,, 1�2� TW '4 `1 I *4.7 ; . -,,,-' - .--- \ 1 1 t , - _ -9 --,If-- k � � - ____ �111­' -1- - I " , _- � , - '� I I . , , ­ " , 1 ;7- 1 I- - -_ �� 11 I ­ �� , - I I , - I '�� .' - \ 1 :VAi_ 16 !,",'I 3!' 'ZT .24 3 ,A 11 ,zz "',a �, ---.--- / ,_� __ I" - �_ - 1, ls�. O-t;:��;� - I . . \ - -_ __7 - _,�, -- , . __ / - , _�IiO -2.i :�� , .. _ I �� ,� I __ -� �Ot, � �. :-,,�_- , -a2 '4A . __� _­­ y�;;, , V. - , , . 1 ,. � , . 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F " 3 6 9 j -a =0 -, -5 11 1 2L § a � a's'� I E n tgvE.,V.,iiA!!.20--1-.! ff, 8 -z­ K. .f2r, 0 �. .EL� C,:S.5 _�z I �, M 0 I a g I 2 - 8 t . 2 - C -;, = .a . .(L � . 18 H .� C, I 11 nw-dmg - .g 0 .2 A a V &A' , tg � &IF 2 I , R 0 . a � I E , I I 2 -i I. 2.2 M , . I . CL = E - 2 0 � I 8V 5 0) C: A-0 = 0) 0 � .j >, ICU �: M0 CU 0 0�o a) a) Co -0 L_ L. C.) 0 0 LL (1) 4- 0 - (1) -f-ma C >% := a) 0 C.) (1) () 0 () C: 3: 0 �_ (1) (1) 0 0 �Id Ckl 0 Designer M. Smith Date August 03 2011 Scale in = 60' Drawing No. RLC-01 1 of 1 ITEM NUMBER IV. A. PUBLIC HEARING MARTINEZ ANNEXATION & REZONING 9051 A D MIMS ROAD Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: October 31, 2011 TO: Planning & Zoning Commission (Local Plan ' g Agency) FROM: J. Antonio Fabre, AICP, Principal Planner SUBJECT: Martinez Property (9051 AD Mims R ad) Annexation and Initial Zoning Project No(s): AX-08-11-30 & RZ-11-08-19 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission (LPA) recommend approval of the Annexation and the Initial Zoning (R-1AA) for the Martinez Property? BACKGROUND: General Location: The subject property is located on the south side of AD Mims Road and approximately 240 feet west of Johio Shores Road. Parcel Identification Number(s): 09-22-28-0000-00-032 Physical Address: 9051 AD Mims Road Property Size: 3.19 +/-Acres Actual land use, proposed land use and unique features of the subject property: The subject parcel has one existing Single -Family Residence. No development proposal is planned at this time. The Applicant has requested annexation into the City limits mainly for potable water connection. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low Density City of Ocoee / Low Density Use -Joint Planning Area Residential Residential Land Use Classification (@ Less than 4 dwelling (@ Less than 4 dwelling units/acre) units/acre Jurisdiction/Zoning Orange County / "R-CE" City of Ocoee / R-1AA Classification I "Sin le-Famil Dwellin " "Single -Family Dwellin " _l City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 905-3158 • www.ocoee.org P&Z Meeting Date: November 8, 2011 Project: Martinez Property Project Number(s): AX-08-11-30 & RZ-11-08-19 The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North City of Ocoee / Low Density City of Ocoee / PUD Residential East Orange County / Low Density Orange County / R-CE Residential South City of Ocoee / High Density City of Ocoee / R-3 "Multi -Family Residential Dwelling" West City of Ocoee / High Density City of Ocoee / R-3 "Multi -Family Residential Dwelling" CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the west, north and southern boundaries. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-1AA (Single -Family Dwelling). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: City staff has requested a City of Ocoee zoning designation of R-1AA (Single -Family Dwelling), which is consistent with the zoning of the property on North Johio Shores Road. According to the Land Development Code, the R-1AA zoning designation is intended for areas shown on the Future Land Use Map as "Low Density Residential". The R-1AA zoning designation is consistent with the adopted future land use designation of Low Density Residential, as shown on the City of Ocoee & Orange County Joint Planning Area future land use map. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City it already benefits from City Police and Fire Rescue services via a joint "First Responder" Agreement with Orange County. Page 2 of 3 P&Z Meeting Date: November 8, 2011 Project: Martinez Property Project Number(s): AX-08-11-30 & RZ-11-08-19 Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties (See Existing Zoning Map) DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 26, 2011, the DRC met to determine if the proposed annexation and initial zoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and initial zoning for the Martinez property. 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 Annexation of the +/-3.19 acres parcel of land known as the Martinez Property with an Initial Zoning classification of "R-1AX. Attachments: Annexation Feasibility Analysis Location Map Surrounding Future Land Use Map Surrounding Zoning Map Aerial Map Page 3 of 3 CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER(S): AX-08-11-30 & RZ-11-08-19 APPLICANT NAME: Maximino Martinez PROJECT NAME: MARTINEZ ANNEXATION & REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. 1,.'PLANNING DEPARTMENT J. Antonio Fab�e, AICP A. Property Owner(s) 1. Owners: MARTINEZ, EIDY R & MARTINEZ, MAXIMINO B. Property Location 1. General Location: On the south side of AD Mims Road and approximately 240 feet west of Johio Shores Road. 2. Parcel Identification Number: 09-22-28-0000-00-032 3. Street Address: 9051 A D Mims Road 4. Size of Parcel: 3.19 Acres C. Use Characteristics 1. Existing Use: Single -Family Residence 2. Proposed Use: Single -Family Residence 3. Density / Intensity: 4 Dwelling Units per Acre 4. Projected Population: No Change D. Zoning and Land Use 1. Orange County Future Land Use: JPA "Low Density Residential" 2. Orange County Zoning: "R-CE" 3. Existing Ocoee Future Land Use: "Low Density Residential" (LDR) 4. Proposed Ocoee Zoning: "R-1AA" (Single Family Dwelling) E. Consistencv 1. Joint Planning Area: Yes. 2. Comprehensive Plan: Yes. I'll. , FIRE ,DEPARTMENT Chief Pete McNeil 1. Estimated Response Time: 2 minutes 2. Distance to Property: 4/10 of a mile 3. Fire Flow Requirements: 1,000 gpm Page 1 of 3 Project Name: Martinez Annexation & Rezoning Case #: AX-08-11-30 & RZ-11-08-19 1-3 POLICE DEPARTMENT Chief Charles Brown 1. Police Patrol Zone / Grid / Area: Zone 2 / Grid 130 2. Estimated Response Time: 4.5 minutes 3. Distance to Property: 4.1 miles 4. Average Travel Time: 7 minutes IV. ECONOM'iIC VALUE J. Antonio Fabre, �AICP � 1. Propert Appraiser Assessed Value: Orange County Property Appraiser 2011 / $172,689 2. Property Appraiser Market Value: Orange County Property Appraiser 2011 / $172,689 3. Estimated City Ad Valorem Taxes: +/- $1,009. 4. Anticipated Licenses & Permits: None requested at this time. 5. Potential Impact Fees: None requested at this time. 6. Total Project Revenues: Unknown at this time. I V. BUILDING DEPARTMENT J. Antonio Fabre,;AICP I 1. Within the 100-year Flood Plain: I No. A. 8 Potable Water 1. In Ocoee Service Area: Yes. 2. City Capable of Serving Area: Yes. 3. Extension Needed: No. 4. Location and Size of Nearest Water Main: 16" North side of A.D. Mims Road. . Sanitary Sewer 1. In Ocoee Service Area: Yes. 2. City Capable of Serving Area: Yes. 3. Extension Needed: Yes. 4. Location and Size of Nearest Force Main: 12' on Clarke Road or 6" south on Johio Shores Road. 5. Annexation Agreement Needed: N/A. C. Other 1. Utility Easement Needed: No. 2. Private Lift Station Needed: Yes — If connection is required. 3. Well Protection Area Needed: Yes — If irrigation well is used. Page 2 of 3 Project Name: Martinez Annexation & Rezoning Case ##: Ax-08-11-30 & RZ-11-08-19 WE t I ANS,PU t ATION.. ,. J. Antonio Fabre,'AICP 1. Paved Access: Yes. 2. ROW Dedication: No. 3. Traffic Study: No. 4. Traffic Analysis Zone: 571 . PRELIMINARY CONCURRENCY EVALUATION J. Antonio Fabre, AICP A. Transportation: At this time, adequate transportation capacity exists. B. Parks / Recreation: At this time, adequate park capacity exists. C. Water / Sewer: At this time, adequate water and sewer capacity exists. D. Stormwater: At this time, no development proposal is planned. E. Solid Waste: At this time, adequate solid waste capacity exists. F. Impact Fees: At this time, no development proposal is planned. G. Public School N/A. The subject parcel has one existing Single -Family Residence. No development proposal is planned at this time. The Applicant has requested annexation into the City limits mainly for potable water connection. Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The west, north and southern boundaries of this property touch the City limits. Therefore, the subject property is considered contiguous to the City of Ocoee and eligible for annexation. Page 3 of 3 Martinez Property Location Map �MJms PD// ,CO ,RWA,artinez Property Future Land Use Map Ocoee Community Developmerit Department 1 inch equals 487.785688 feet 16080 0 160 320 480 Feet NJKJNINL----== Printed: October 2011 IMsubject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Ffoodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies 1 � Y i EE J0 PeO�J �yr yk � it Al'*� t 't�y"z Yt i�t di? hY 4r „ g Zb "� a ,maraV n s i 1'is y.a yyx s t CL CD CL wa 11 rMIF► , ���� t, a+`� s*�a'°ia'4'""���a :" °'"��� "t ,w�, k. �{ k f f" t a i s s �y 00. NLM r e"i�''y�'`a",waW ?-` " 1 s j t} y ;x kµ{}} `�l , s'tsi5`•:~-.lz. y �! x § ,; }s t y *sl' �" .� �a x � v nt S i 4 LM LM „m LL N LL. #; m coo ? C ,o w t0 L 7 tip as U cv CS tV u a7 S ( C7 �t ,N (U 4G3t o-0 o cmCl a� wCL C W m o 0-00 b 0 F a c� r t� is D s a i as =) 0 as T E c V c va m ' C c+a cis "U) 0 C-L C CO) .a 2IN a.. ®r 130- ,}1µkj 1 d tte ITEM NUMBER IV. B. PUBLIC HEARING CAMPFIELD ANNEXATION & REZONING 524 3RD STREET Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: October 26, 2011 TO: The Planning & Zoning Commission FROM: DeWayne Jones, Planner I b .'S. SUBJECT: Campfield Property — 524 3rd Street Annexation/Rezoning AX-09-11-32 & RZA 1-09-21 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning to R- 1A of 0.99 acres known as the Campfield Property? BACKGROUND: General Location: The subject property is located on the north side of 3rd Street, west of Silver Star Road. Parcel Identification Numbers: 17-22-28-0000-00-053 Parcel Size: 0.99 +/-acres Actual land use and unique features of the subject properties: The parcel currently contains one (1) single-family residence. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Use- Orange County / Low Density Residential City of Ocoee / Low Density Residential Joint Planning Area Land Use (cr Less than 4 dwelling units/acre) (cr Less than 4 dwelling units/acre) Classification Jurisdiction/Zoning Orange County / R-1 City of Ocoee / R-1 A "Single -Family Classification "Single -Family Dwelling- Dwelling" City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the north and east boundaries. Joint Planninq Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-1A (Single -Family Dwelling). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: City staff has requested a City of Ocoee zoning designation of R-1A (Single -Family Dwelling), which is consistent with the zoning of the property on 3rd Street. According to the Land Development Code, the R-1A zoning designation is intended for areas shown on the Future Land Use Map as "Low Density Residential". The R-1A zoning designation is consistent with the adopted future land use designation of Low Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Because the property is an enclave in the City, it already benefits from City Police and Fire Rescue services via a joint "First Responder" Agreement with Orange County. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties (See Existing Zoning Map). DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 26, 2011, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC recommended approval of the annexation of the Campfield Property. Page 2 of 3 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 annexation of the 524 3Id Street known as the Campfield Property, and rezoning to "R-1A" Single - Family Dwelling District. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report Aerial Page 3 of 3 Campfield Location Map ",--= E[=--- � Pinewood � � I ay I! is ct, Wa i rlal l'D rye r Adrilkh, e AV qM 0 Ocoee Community Development Department 1 inch = 400feet 13065 0 130 260 390 Feet 11 a Mau Printed: October 2011 13Subject Property Unincorporated Territory EB@nd Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies Campfield Surrounding Future Land Use Map ME H Ap6c�t i HI I e), Wob.O I Sarh;�rit RE Ocoee Community Development Department 140 70 0 140 280 420 Fj DSubject Property Unincorporated Territory EM and Other Municipalties, Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) vY Community Commercial (C-2) =General Commercial (C-3) Restricted Manufacturing &Warehousing 11-1) =General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) � Po�,R, High Density (PUD) Public Use (PUD) Unclassified Campfield Surrounding Zoning Map 7_77-77� l 74 i'z 1.1 In I I A�PHC�t C, !1 1,RT' 1 A I I I 1 1 1 1 F_)N1a_hd . Lakes and Water Bodies Yi til J ,i`u'-1l yk4�4 ,fit '' L C C CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-09-11-32 & RZ-11-09-21 APPLICANT NAME: Jeron Campfield PROJECT NAME: 524 3RD STREET ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT DeWayne Jones A. 1 1. Owner (if different from Applicant): I Jeron Campfield B. Property Location 1. General Location: Silver Star Road — West of Clarke Road and north on 3rd Street. 2. Parcel Identification Numbers: 17-22-28-0000-00-053 3. Street Addresses: 524 3` Street 4. Size of Parcels: .99 C. Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed Use: Single -Family Dwelling 3. Density / Intensity: N/A 4. Projected Population: 2.99 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1A E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Chief Pete McNeil 1. Estimated Response Time: 4'/2 Minutes 2. Distance to Property: Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles 3. Fire Flow Requirements: Fire flow is 1,000 gpm POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone / Grid / Area: Zone 1 / Grid 117 Hillcrest Heights 2. Estimated Response Time: 7 minutes 3. Distance to Property: Distance from Police Station is Approx. 4 miles. Page 1 of 3 Applicant Name: Jeron Campfield Project Name: 524 3rd Street Annexation and Rezoning Case #: AX-09-11-32 / RZ-11-09-21 4. Average Travel Time 18 minute normal drive time IV. ECONOMIC VALUE DeWavne Jones 1. Property Appraiser Taxable Value: 1 $149,624 2. Property Appraiser Just Value $145,935 3. Estimated City Ad Valorem Taxes: $846.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT DeWavne Jones 1. Within the 100-year Flood Plain: I No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 6 inch Water Main adjacent to the property line C Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: No 4. Location and Size of Nearest Force Main: N/A 5. Annexation Agreement Needed: No, Applicant will use on -site septic. C. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 VII. Applicant Name: Jeron Campfield Project Name: 524 3rd Street Annexation and Rezoning Case #: AX-09-11-32 / RZ-11-09-21 TRANSPORTATION DeWayne Jones 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 . PRELIMINARY CONCURRENCY EVALUATION DeWayne Jones At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: No impact fees will be assessed. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWayne Jones This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ITEM NUMBER IV. C. PUBLIC HEARING LUNA ANNEXATION & REZONING 520 3RD STREET Mayor S. Scott Vandergrift City Manager Robert Frank DATE: October 26, 2011 .__., ,..f r+_ _ . STAFF REPORT TO: The Planning & Zoning Commission FROM: DeWayne Jones, Planner I _D.7-V. SUBJECT: Luna Property — 520 3rd Street Annexation/Rezoning AX-09-11-31 & RZ-11-09-20 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning to R- 1A of 0.58 acres known as the Luna Property? BACKGROUND: General Location: The subject property is located on the north side of 3`d Street, west of Silver Star Road. Parcel Identification Numbers: 17-22-28-0000-00-054 Parcel Size: 0.58 +/-acres Actual land use and unique features of the subject properties: The parcel currently contains one (1) single-family residence. The future land use & requested initial zoning classification of the subject property CURRENT PROPOSED Jurisdiction/Future Land Use- Orange County / Low Density Residential City of Ocoee / Low Density Residential Joint Planning Area Land Use (@ Less than 4 dwelling units/acre) (@ Less than 4 dwelling units/acre) Classification Jurisdiction/Zoning Orange County / R-1 City of Ocoee / R-lA "Single -Family Classification "Single -Family Dwelling" Dwelling" City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the north and east boundaries. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-1A (Single -Family Dwelling). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: City staff has requested a City of Ocoee zoning designation of R-1A (Single -Family Dwelling), which is consistent with the zoning of the property on 3rd Street. According to the Land Development Code, the R-1A zoning designation is intended for areas shown on the Future Land Use Map as "Low Density Residential". The R-1A zoning designation is consistent with the adopted future land use designation of Low Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Because the property is an enclave in the City, it already benefits from City Police and Fire Rescue services via a joint "First Responder" Agreement with Orange County. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties (See Existing Zoning Map). DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 26, 2011, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC recommended approval of the annexation of the Luna Property. Page 2 of 3 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 annexation of the 520 3d Street known as the Luna Property, and rezoning to "R-1A" Single -Family Dwelling District. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report Aerial Page 3 of 3 Luna Location Map Nam._ I� a►i: C. a� ca co LL 0 ca a ca as ' C C a Co C `a) C Co v ass 0 0� 'uy CA c 'i s cis c� . c " = as 0 "" 0 W U as > u� i ra cu 0 `13 c Q . o a> 0 cu M ca U) m —r o 02 } . � w.<zv � . • «. � «. « ; \ \ � m � « < } 2 • ±m "Imm? ±«I l C CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-09-11-31 & RZ-11-09-20 APPLICANT NAME: Angel Luna PROJECT NAME: 520 3RD STREET ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT DeWayne Jones A. Applicant/Owner 1. Owner if different from Applicant): Angel Luna B. Property Location 1. General Location: Silver Star Road — West of Clarke Road and north on 3rd Street. 2. Parcel Identification Numbers: 17-22-28-0000-00-054 3. Street Addresses: 520 3` Street 4. Size of Parcels: .58 C. Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed Use: Single -Family Dwelling 3. Density/ Intensity: N/A 4. Projected Population: 2.99 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1A E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Chief Pete McNeil 1. Estimated Response Time: 4 1/2 Minutes 2. Distance to Property: Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles 3. Fire Flow Requirements: Fire flow is 1,000 gpm Ill. POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone / Grid / Area: Zone 1 / Grid 117 Hillside Heights 2. Estimated Response Time: 7 minutes 3. Distance to Property: Distance from Police Station is Approx. 4 miles. Page 1 of 3 IV Applicant Name: Angel Luna Project Name: 520 3rd Street Annexation and Rezoning Case #: AX-09-11-31 / RZ-11-09-20 4. Average Travel Time 18 minute normal drive time ECONOMIC VALUE DeWayne Jones 1. Property Appraiser Taxable Value: $147,915 2. Property Appraiser Just Value $147,915 3. Estimated City Ad Valorem Taxes: $858.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT DeWayne Jones 1. Within the 100-vear Flood Plain: No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 6 inch Water Main adjacent to the property line B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: No 4. Location and Size of Nearest Force Main: N/A 5. Annexation Agreement Needed: No, Applicant will use on -site septic. C. Other 1. Utility Easement Needed: Yes 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 VII. VIII Applicant Name: Angel Luna Project Name: 520 3rd Street Annexation and Rezoning Case #: AX-09-11-31 / RZ-11-09-20 TRANSPORTATION DeWayne Jones 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 . PRELIMINARY CONCURRENCY EVALUATION DeWayne Jones At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: No impact fees will be assessed. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWayne Jones This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ITEM NUMBER IV. D. PUBLIC HEARING MEDINA ANNEXATION & REZONING 521 2ND STREET Mayor S. Scott Vandergrift City Manager Robert Frank DATE: October 26, 2011 —_'rr'-_ , STAFF REPORT TO: The Planning & Zoning Commission FROM: DeWayne Jones, Planner I -P-T. SUBJECT: Medina Property - 521 2nd Street Annexation/Rezoning AX-10-11-33 & RZ-11-10-22 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning to R- 1A of 0.42 acres known as the Medina Property? BACKGROUND: General Location: The subject property is located on the north side of 2"d Street, west of Silver Star Road. Parcel Identification Numbers: 17-22-28-0000-00-096 Parcel Size: 0.42 +/-acres Actual land use and unique features of the subject properties: The parcel currently contains one (1) single-family residence. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Use- Orange County / Low Density Residential City of Ocoee / Low Density Residential Joint Planning Area Land Use ((aD Less than 4 dwelling units/acre) (a Less than 4 dwelling units/acre) Classification Jurisdiction/Zoning Orange County / R-1 City of Ocoee / R-lA "Single -Family Classification "Single -Family Dwelling" Dwelling" City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the north and east boundaries. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-1A (Single -Family Dwelling). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: City staff has requested a City of Ocoee zoning designation of R-1A (Single -Family Dwelling), which is consistent with the zoning of the property on 2nd Street. According to the Land Development Code, the R-1A zoning designation is intended for areas shown on the Future Land Use Map as "Low Density Residential". The R-1A zoning designation is consistent with the adopted future land use designation of Low Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Because the property is an enclave in the City, it already benefits from City Police and Fire Rescue services via a joint "First Responder" Agreement with Orange County. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties (See Existing Zoning Map). DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 26, 2011, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC recommended approval of the annexation of the Medina Property. Page 2 of 3 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 annexation of the 521 2"d Street known as the Medina Property, and rezoning to "R-1A" Single -Family Dwelling District. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report Aerial Page 3 of 3 Medina Location Map FTT� PaKwQaal I rl i o --T-FT U I O -3� re L . ih ar star STAR O �1LAKE OLYMPIA 1 irich = 400 feet 13065 0 130 260 390 Fee+ Printed: October 2011 OSubject Property Unincorporated Territory and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy industrial Conservation/Floodplains Recreation and Open Space Public Facilities/institutional Lakes and Water Bodies Medina Surrounding Future Land Use Map NEW D�rla,, F- I wo, �Ilh AP60tl EWa!i a a Medina Surrounding Zoning Map 0 Ocoee Community Development Department I inch = 400 feet 140 70 0 140 280 420 Feet ILA—ASEL--am Created: October2011 OSubject Property Unincorporated Territory Emand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-IA) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) MR General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General industrial (1-2) Commercial (PUD) Low Density (PLID) Medium Density (PUD) High Density (PUD.) Public Use (PUD) Unclassified Lakes and Water Bodies I f s� Sit � '� l „ r� A� ,fir +� � `� Lt �?;'� .. z a , �,3 iv 7V CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-10-11-33 & RZ-11-10-22 APPLICANT NAME: Francisco Medina PROJECT NAME: 521 2ND STREET. ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT DeWayne .tones A. Applicant/Owner 1. Owner (if different from Applicant): Francisco Medina B. Property Location 1. General Location: Silver Star Road — West of Clarke Road and north on 2"d Street. 2. Parcel Identification Numbers: 17-22-28-0000-00-096 3. Street Addresses: 521 2D Street 4. Size of Parcels: .42 C. Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed Use: Single -Family Dwelling 3. Density / Intensity: N/A 4. Projected Population: 2.99 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1A E. Consistencv 1. Joint Plannin Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Chief Pete McNeil 1. Estimated Response Time: 4'h Minutes 2. Distance to Property: Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles 3. Fire Flow Requirements: Fire flow is 1,000 gpm III. POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone / Grid / Area: Zone 1 / Grid 117 Hillside Heights 2. Estimated Response Time: 7 minutes 3. Distance to Property: Distance from Police Station is Approx. 4 miles. Page 1 of 3 Applicant Name: Francisco Medina Project Name: 521 2" Street Annexation and Rezoning Case #: AX-10-11-33 / RZ-11-10-22 4. Average Travel Time 8 minute normal drive time I IV. ECONOMIC VALUE DeWavne Jones 1. Property Appraiser Taxable Value: I $103,351 2. Property Appraiser Just Value $103,351 3. Estimated City Ad Valorem Taxes: $600.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT DeWavne Jones 1. Within the 100-year Flood Plain: I No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 6 inch Water Main adjacent to the property line B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: No 4. Location and Size of Nearest Force Main: N/A 5. Annexation Agreement Needed: No, Applicant will use on -site septic. C. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 VII. VII Applicant Name: Francisco Medina Project Name: 521 2" Street Annexation and Rezoning Case #: AX-10-11-331 RZ-11-10-22 TRANSPORTATION DeWayne Jones 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 I . PRELIMINARY CONCURRENCY EVALUATION DeWayne Jones At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: JNo impact fees will be assessed. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWayne Jones This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 I . PRELIMINARY CONCURRENCY EVALUATION DeWayne Jones At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: JNo impact fees will be assessed. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWayne Jones This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWayne Jones This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ITEM NUMBER IV. E. PUBLIC HEARING CAPITAL IMPROVEMENTS ELEMENT UPDATE Mayor S. Scott Vandergrift City Manager Robert Frank Center of Good Liw STAFF REPORT Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 DATE: November 07, 2011 TO: The Planning and Zoning Commission (LPA) FROM: Michael Rumer, City Planner SUBJECT: Capital Improvement Element - Amendment to the Capital Improvements Element ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of amending the Capital Improvements Element of the City of Ocoee Comprehensive Plan that includes: (i) update the table of Capital Improvement projects list for the Fiscal Year 2011/2012 — 2015/2016 Capital Improvements Program, (ii) text language for allocating priorities for scheduling and funding capital improvement needs through a ranking system? BACKGROUND: The Capital Improvement Element (CIE) of the City of Ocoee Comprehensive Plan is a requirement of Chapter 163, Florida Statutes (FS) and enables implementation of the Plan goals, objectives, and policies needing capital funding for a 5-20 year planning horizon. Each year, the table section of the CIE will be updated to ensure that the adopted list of capital projects in the CIE matches the City's newly adopted fiscal year budget and approved five year Capital Improvements Program (CIP). The City has initiated this amendment to the Comprehensive Plan in order to update the schedule of Capital Improvements and provide for a prioritization of projects based on a ranking system. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of an amendment to the Ocoee Comprehensive Plan in order to (i) update the table of Capital Improvement projects list for the Fiscal Year 2011/2012 — 2015/2016 Capital Improvements Program, and (ii) text language including text allocating priorities for scheduling and funding capital improvement needs through a ranking system. Attachments: Fiscal Year 2011/2012 — 2015/2016 Capital Improvements Program Text Amendments, Strike through and Underlined v D n o c 0 d c CD N m 0 1 On 3 � D7 v Er m � c C)0:3 C�C)� Om � O� co O Q n >>> C p j 3= C. N f0ii S y S2 f' O N=CD p0 N (3 O O l7 N 0 o N '=O ai 4b m vo 0 y ke _M Q. e co3< a VNi p>> n 3 NT 0 0 o = I� QF N S N Q W o 3 .� o 3 W =. 0 3 �_ 0 3 3 .n.. j K O S C (Q 3 y N fD N N Q N A N = M 'p y (D O p0 N 3 N D� 3 CD 0 0 2 0 Dl CD 0 •n-.. = O OQ Q 3 N O• U (D N fG ' 3 W O a C) CD to y N . 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W (ll O p O (B O N 40 N T { co VA N H N (J1 N G7 N O O O O O O O p O O W (A V T { V f7� N N N (Jt 47 N O p w O p A A O o 1 A o O In o J-n A Vn � W N N N N T � co W O O O O O p N O y "n D D D L L a I(D g � r 0 m 70 D cn r o -0 �O c� City of Ocoee Capital Improvement Element IV. GOALS, OBJECTIVES, AND POLICIES GOAL TO MANAGE THE PROVISIONS OF CITY INFRASTRUCTURE THROUGH SOUND FISCAL POLICIES SO AS TO MEET THE NEEDS OF EXISTING AND FUTURE RESIDENTS AND BUSINESSES AND TO IMPLEMENT THE COMPREHENSIVE PLAN. Objective 1 Based on the identification of facility needs and Level of Service (LOS) standards contained in the other elements of this plan, the city shall develop and annually review and revise a program of capital improvements designed to meet existing deficiencies, to meet the needs for future growth and to provide for replacement of obsolete or worn-out facilities. Policy 1.1 The following LOS standards identified in the other elements of this plan shall be used in implementing plans and programs for capital improvements and in coordinating land development with provision of adequate public facilities: A. Park and Recreation Facilities: 4 acres per 1,000 residents. B. Roads —Collectors, Arterials, Limited Access Facilities: LOS Standard D at peak hour. C. Sanitary Sewer: 270 gallons per day per equivalent residential unit (ERU). D. Solid Waste: 6.0 pounds per capita per day. E. Drainage: 100-year/24-hour duration storm event (with recovery within 14 days) that is consistent with Chapter 62-25, 62-302, and 40C-42 FAC, without exemptions. F. Potable Water: 300 gallons per day per ERU. Policy 1.2 The following criteria shall be used in evaluating proposed capital improvements: A. Does the improvement eliminate public hazards? B. Does the improvement eliminate existing infrastructure capacity deficiencies? C. Does the improvement accommodate need for facility capacity required by new development and redevelopment? D. Is the improvement located so as to support projected growth patterns? E. Is the improvement consistent with the plans of other agencies which provide facilities within the City? F. Will the facility be available concurrent with the demands generated by existing permitted development and projected new development? G. Will the financial impacts of the improvement (including both capital costs and recurring operating costs) be consistent with the City's ability to support the improvements? H. Will the improvement meet the standards of Policy 1.1? City of Ocoee Capital Improvement Element Policy 1.3 When allocating priorities for scheduling and funding capital improvement needs the City shall assign highest priority to capital improvement projects in the 5-Year Capital Improvement Program that are designed to correct existing deficiencies and maintain the adopted level of service standards for public facilities. Policy 1.4 The City Manager, or designee, shall have the authority and responsibility to evaluate and recommend a rank order of priority for each capital improvement that is proposed for inclusion in the 5-Year Capital Improvement Program. The City Commission shall retain its authority to adopt the recommendations of the Planning and Zoning Commission with or without modifications to the proposed 5-Year Capital Improvement Program. Policy 1.5 Proposed capital improvement projects shall be evaluated and ranked for each infrastructure type including those with dedicated funds, to determine funding priorities. The projects shall be prioritized according to the following guidelines: 1. Tier 1: Whether the project is needed to — • Protect public health and safety; • Fulfill the City's legal commitment to provide facilities and services• and/or • Preserve or achieve full use of existing facilities, whether through maintenance replacement, or renewal. 2. Tier 2: Whether the project accomplishes the following — • Increases the efficiency of existing facilities; • Prevents or reduces future improvement costs; and/or • Provides service to developed areas lacking full service or promotes infill development 3. Tier 3: Whether the proiect — • Represents a logical extension of facilities and services in a manner consistent with Future Land Use Element goals, obiectives and policies including the Future Land Use Map• and/or • Has been identified on the City's "Wish List" of capital improvements The applicable plans of state agencies, METROPLAN Orlando and the St Johns River Water Management District shall be part of the evaluation criteria for capital improvement projects City of Ocoee Capital Improvement Element jUFiSdiEtiE)A. . E. PFejeets which aFe paFt Of a EOMPFehensive expansion of all n ces, including these by the state and the wateF management districts, to pfe�% -Fewth consistent with this ATE is net adequately seFved by all 9theF necessaFy facilities. Policy 1_63 4 The City shall continue programs for necessary maintenance of facilities and for replacement and/or renewal of capital facilities to ensure that level of service standards do not deteriorate or that operating costs do not increase due to deterioration. Policy 1_744 The City shall continue, in the -conjunction with the annual process for preparation of the operating budget, to pfepafe¢update and adopt a five-year Capital Improvement Program (CIP), the first year of which shall be the annual capital portion of the adopted budget. The following criteria shall be followed in de„eleping aPA updating the CIP: A. The timetable for preparation shall be similar to that used for the preparation of the annual budget so that financial resources available for capital projects can be identified, and implications of planned capital projects on the operating budget can be reflected. B. The CIP (and the process for its update) shall conform to this Comprehensive Plan, including specifically, but not limited to, the level of service standards, the implementation of projects identified in the various elements, the criteria for evaluating projects, and the criteria for establishing project funding priorities. C. This Element shall be reviewed at least annually in conjunction with the update of the CIP and shall be updated as needed to remain consistent with new information. D. The limitation on the use of revenue bonds as a percentage of total debt. E. The maximum ratio of total debt service and outstanding capital indebtedness to total revenue and property tax base. The City of Ocoee will manage its outstanding debt by limiting outstanding capital debt to a 1:10 ratio of total annual debt service to total annual City revenues. Policy 1_81-.7 City of Ocoee Capital Improvement Element The City shall provide public facilities to development for which development orders were issued prior to the adoption of this comprehensive plan. The following tables, SuFnmaFy of Capital IMPFOvements and GeneFal Fund Five YeaF Reve PFE)jectien, shall be used te diFeet the adeptien of the CIP and annual budget. or �d Li.ee,_Ve,-.r Revenue Dre.Ce•n+L...l LV 200 2006 Policy 1.9 The City shall cooperate with the Orange County School Board by providing information on new developments and shall aid in the siting of school facilities. Policy 1.10 The City shall, based on relevant data and analysis, notify the St. Johns River Water Management District and other state agencies of the need for capital improvements within the City's jurisdiction. Notification shall occur annually as part of the City budget process. Objective 2 The City shall coordinate land use decisions with its financial capability to meet level of service standards LOS , manage the land development process so that facility needs created by permitted development do not exceed the financial ability of the City, and identify the extent to which future development will City of Ocoee Capital Improvement Element be required to contribute to its proportional cost of facilities necessary to meet LOS standards through the accomplishment of the following policies. Policy 2.1 The City shall maintain a Concurrency Management System (CMS) as part of the land development regulations. The CMS shall provide that no final permit for development be issued unless the facilities necessary to serve the development exist and meet the level of service standards set out in this plan, or that the permit is conditioned on the necessary facilities meeting level of service standards by the time demand for services results from the development. The CMS shall be implemented as follows: A. The facilities for which infrastructure capacity shall be evaluated shall include: roadways, potable water facilities, sanitary sewer facilities, schools, drainage facilities, solid waste facilities, and parks. B. A proposed map shall be prepared by July each year showing all areas within the City in which the infrastructure is inadequate to meet the adopted level of service standards. C. The map shall be reviewed annually (in conjunction with the annual update of the CIP) to determine if additional areas shall be added or to determine if areas on the map shall be deleted because they are no longer deficient with respect to level of service standards. D. In addition to annual review, the City shall maintain an ongoing summary of capacity and demand changes within the area served by each facility and shall review the map when it appears that a facility has reached 90 percent of capacity; and shall undertake periodic reviews on a quarterly basis rather than annually. E. The map may be reviewed more frequently upon a finding by the Board of City Commissioners that there is reason to suspect that areas shown as having adequate levels of service do not and/or that areas shown as having inadequate levels of service in fact are not deficient. F. The map shall be adopted prior to October 1 each year, and shall be effective for the subsequent fiscal year or until amended. G. The map shall be based on an evaluation of the total capacity of each relevant facility component and the total actual demand placed on that facility (total capacity of the facility shall include existing capacity as well as additional capacity from planned projects, subject to the limitations of Rule 9J-5.0055(2)(a) through (c), Florida Administrative Code; total demand shall include actual current use as well as the potential use of properties which have not been developed but which are considered as "vested" under the terms of the plan adoption ordinance. H. The following standards shall apply to the use of the infrastructure deficiency map in reviewing development: 1. All applications for change in zoning, preliminary subdivision approval, preliminary approval of any development shall be reviewed to determine if the facilities serving the City of Ocoee Capital Improvement Element area in which the development is located meet the level of service standards herein. The results of this review shall be presented to the applicant and, when applicable, to the Planning Commission and to the City Commission at the time of their consideration of the application for preliminary approval or rezoning. Where review by the Planning Commission and/or City Commission is not required, the results of the concurrency review shall be presented to the applicant and to the reviewing/approving authority at the time of review. The purpose of the concurrency review and report at the preliminary review stage shall be to explicitly place the applicant and (when applicable) the reviewing/approving authority on notice (1) as to the status of the proposed development vis-a-vis concurrency, and (2) as the restriction against final approval where the concurrency requirement is not met. 2. All applications for final approval (including any applications for final subdivision approval, final site plan approval which involves approval of density and intensity, any change of zoning where a specific enforceable plan of development is included, and/or a final development order for a development of regional impact) shall be reviewed to determine if the facilities serving the area in which the development is located meet the level of service standards herein. No such application may be approved unless the infrastructure is found to be adequate. 3. Where no change of zoning, subdivision approval, site plan approval, or other approval is required, the concurrency determination shall be made at the time of building permit review. No building permit shall be issued unless the facilities serving the area in which the development is located meet the level of service standards herein. I. In the event that the property in question is within an area in which the infrastructure is inadequate to meet the established level of service standards, approval may be issued conditioned on the provision of adequate infrastructure prior to any occupancy of the development (such conditional approval shall identify the specific facilities which are deficient and the specific actions which must be taken before the development may be occupied). Policy 2.2 The City shall use impact fees and other methods to assess new development it's pro rata share of costs in order to maintain level of service standards. ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. November Calendar Current Projects PROJECT NO. TYPE OF SUBMITTAL DATE REVIEW M UB-, RECEIVED ER NUMBER STATUS AX-09-11-32 & Annexation & 524 3rd Street - Scheduled for P & Z on Camptield Annexation & Rezoning RZ-11-09-21 Rezonny 917/2011 MR 1st 11/08/11 Annexation with initial Zoning & AX-07-10-24 Small Scale RZ-10-07-07 Comp plan Crawford (2100 West Roadl CPA-201 D-002 Amendment 07/15/10 MR 1st Staff Comments sent 7/26/10 Darren Center Annexaton & Rezoning to PUD AX-08-06-30 AX & RZ 03/25/11 AF 4th Staff Comments sent 4107111 Preliminary Subdivision Plan & Vested Tentatively scheduled for City Commission Eagle Creek of Ocoee LS-2009-002 Annex, 04/12/11 AF 3rd on 121pp0661y111�11GG�� East Crown Industrial AX-07-07-10 Rez & CPA 02Y25/08 MR 2nd CEP. Preliminary / CI h receipt of the Joinder& Cl F/X Warehouse Complex LS-2007-023 Final Site Plan 05/11/09 BH 4th Consent Forms Preliminary / Lexington Park at Ocoee LS-2011-002 Final Site Plan 07122I11 AF 3rd CII CommjS�SjPn 0ygd9M�Q An )p/Q4/�1 AX-09-11-31 & Annexation & 5 3rd Strb§t Sine u or on Luna Annexation & Rezoning RZ-11-09-20 Rezoning 09/07/11 MR 1st 11/08/11 Marshall Farms Business Center LS-2009-003 Final Site Plan 12/10/09 AF 2nd Staff Comments sent out 1111/10 Martinez Annexation & Rezoning (9051 A D AX-08-11.30 & Annexation & Mims Rd) RZ-11-08-19 Rezoning 08/01/11 AF let Staff comments sent out 08/17/11 (McCormick Woods Phase 3 Plat Review 08/29/11 AF 2nd Staff comments sent out 09/28/11 (Oaks Commerce Center SS-2007-005 Final Site Plan 09/19/11 AF 6th Staff comments sent out 09/28/11 Preliminary Subdivision Ocoee Town Center - RAM LS-2010-004 Plan 06/09/11 AF 3rd City Commission approved on 09/06/11 Final Subdivision Ocoee Town Center- RAM LS-2011-003 Plan 06/30/11 AF 2nd Scheduled for P & Z on 11/08/11 I Ocoee Town Center- RAM Plat Review 09/20/11 AF 1st Staff comments sent out 10/27/11 Current Project Status2.xls/Review 11/2/2011 1 of 2 Current Projects PROJECT NO. SUBMITTTAL I RECEIVED REER W I NUMBER STATUS (Lot 1, Ocoee Town Center) Roberson Road AX & RZ West Colonial Parcel (Walia) West Road Commercial Subdivision Whisper Winds Landscapina SS-2011-002 Final Site Plan 09/23/11 Annexation with AX-05-010-21 Initial Zoning of RZ-10-05-04 PLO 0W4110 Annexation, Rezoning, & AX-05-08-25 Large Scale RZ-08-09-06 Preliminary LS-07-021 Subdivision Plan 10/23/08 Plat Review 10/13/11 AX-07-10-26 Annexation & RZ-10-11-12 Rezonina 07/13/11 AF 2nd Staff comments sent out 10/17/11 AF 1st Staff comments sent out 6/17/10 ON HOLD - Development Agreement under BH 6th discussion AF 2nd Comments due 11/01/11 AF 4th Staff Comments sent out 08/03/11 Current Project Status2.xls/Review 11/2/2011 2 of 2 Sun Mon 6 7 I1/15 Agenda Items due to City Clerk 13 14s4 Parks & Recreation Advisory Board 6:00pm / Administrative n Office 2 28 I 1:J06 City AItems due IO City Clerk Tue Wed Thu Fri 1 2 General 3 4 5 City Commission Employees' Pension HRDB @ 7:00 pm / FOLMdgfg DW Founders Day Festival Meeting @7:15 pm / Board @ 10:00am / Comm. Chambers @ BIII Bre Comm. Chambers Comm. Chambers Police/Fire Pension Board 1:00 pm / Comm. Chambers 8 9 10 11 Veterans Dar 12 Planning and Zoning CACOFD @ 7:00 Ceremony Commission @ 7:00 p.m. / Fire Station 1 + pm / Comm. Chambers 11:00 am @ Bill Breeze Park 11115 Staff Reports due to Farmer's Markel / Movie m City Manager 11/15 Agenda Published the Park 15 16 17 18 19 City Commission Meeting @7:15 pm / Comm. Chambers Farmer's Market / Movie m PI FIB (as needed) the Park 22 23 24 Thanksgiving Day 25 26 Code Enforcement Board @ a T/ii5 pm / /'4 Comm. Chambers �a,' CityHall Closed —No City Hall Closed T.A oitk-un 29 30 az/oe sort Reparrs ane m City Manager 12M Agenda Published