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HomeMy WebLinkAbout07-08-2008 Agenda Packet--Ff--_ , Mayor S. Scott Vandergrift Citv Manaeer Robert Frank July 8, 2008 I. CALL TO ORDER PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) UPDATED AGENDA A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held May 13, 2008 B. Oak Trail Reserve 1. Final Subdivision Plan 2. Clarke Road Improvement Plans III. OLD BUSINESS IV. NEW BUSINESS A. Prestige Academy PUBLIC HEARING 1. Special Exception B. Citrus Oaks Center PUBLIC HEARING 1. Small Scale Comprehensive Plan Amendment 2. PUD Rezoning / Land Use Plan V. MISCELLANEOUS A. Project Status Report B. July Calendar VI. ADJOURNMENT O:\P & Z\Agendas\2008\July 8, 2008 P & Z Agenda.doc Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel Keller, District 4 7:00 PM Principal Planner Fabre Senior Planner Howell Senior Planner Howell NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us ITEM NUMBER Il. A. Minutes of the Planning and Zoning Commission Meeting held on May 13, 2008 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, MAY 13, 2008 CALL TO ORDER Chairman West called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman West, Vice Chair Golden, Members Campbell, Dillard, McKey, Morris, and Sills. Also present were City Attorney Palmer, Planning Director Wagner, Development Services Director Shadrix, Principal Planner Rumer, and Deputy City Clerk Sibbitt. ABSENT: Members Conkling and Rhodus were absent excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, March 11, 2008. Member Sills, seconded by Member Campbell, moved to accept the Minutes of the March 11. 2008, Planning and Zoning Commission meetina. Motion carried unanimouslv. ELECTION OF OFFICERS Chairman West announced that he would not be running for Chairman and would like for another member to have the opportunity to chair the meetings. Chairman West, seconded by Member Morris, moved to nominate Member Sills for Chairman. Vice Chair Golden moved to nominate Member McKey for Chairman. Vote carried 5-2 in favor of Member Sills for Chairman. Chairman West, seconded by Member Dillard, moved to nominate Member Morris for Vice Chairman. Member McKey moved to nominate Vice Chair Golden to remain as Vice Chair. Vote carried 4-3 in favor of Vice Chair Golden remaining as Vice Chair. Planning and Zoning Commission Regular Meeting May 13, 2008 OLD BUSINESS None NEW BUSINESS DEPAIVA PROPERTY — ANNEXATION AND REZONING, Principal Planner Rumer stated the subject property is located at 1388 Century Oaks Drive and has an existing residential home on the property. The property is surrounded by the City of Ocoee and is located in a subdivision within the City of Ocoee which has a PUD zoning designation. The applicant has requested a zoning designation of R-1A which is consistent with the adopted land use designation of Low Density Residential. The applicant has also sought water service from the City and is currently receiving that service. Member McKey inquired if the property was in the floodplain. Principal Planner Rumer explained that the property is consistent with all the other properties around the lake, and at such time that the owner may want to do any sort of development he would have to show that it would not be in the 100-year flood plain or encroach into the City wetlands. STAFF RECOMMENDATION Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 0.65 ± acres of land known as the Depaiva Property, and rezoning to "R-1A" Single -Family Dwelling District. DISCUSSION The Public Hearing was opened for the Depaiva Property — Annexation and Rezoning. Dwayne Depaiva, resident of the subject property, informed the board that he is within the 100-year flood plain and has flood insurance for the property. He has recently seen things on the internet that suggests they may be proposing a different floodplain and he is looking forward to this because with the change he will not need to carry flood insurance. Chairman West inquired as to why the annexation. Mr. Depaiva stated he recently had well issues which is why he decided to pursue the annexation for water services. The Public Hearing was closed for the Depaiva Property — Annexation and Rezoning. Planning and Zoning Commission Regular Meeting May 13, 2008 Member McKev, seconded by Member Campbell, moved to recommend approval of the annexation of the 0.65 ± acres of land known as the Depaiva Property, and rezoning to "R-IA" Single -Family Dwellina District to the Citv Commission. Motion carried unanimously. SCHOOL CONCURRENCY — LARGE SCALE COMPREHENSIVE PLAN AMENDMENT Planning Director Wagner stated in 2005 the State Legislature added School Concurrency as a requirement for local communities to implement to ensure that there are adequate facilities available related to the impacts of growth. He briefly explained that residential developers who had to get a capacity enhancement agreement before will also have to make sure they meet school concurrency. As part of the implementation process, local governments will have to amend their Comprehensive Plan and enter into an Interlocal Agreement with Orange County Public Schools. The Interlocal Agreement will ensure that school concurrency is uniformly implemented throughout the County and will address the minimum requirements for school concurrency. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee met on May 5, 2008, and voted unanimously to recommend approval of the addition of a Public Schools Facilities Element, and additions to the Capital Improvement and Intergovernmental Coordination Elements to the Comprehensive Plan for the purpose of Implementing school concurrency. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission/Local Planning Agency recommend approval of the 1) addition of a Public Schools Facilities Element (PSFE) to the Comprehensive Plan, and 2) additions to the Intergovernmental Coordination Element and Capital Improvements Element (CIE) for the purpose of implementing school concurrency. DISCUSSION The Public Hearing was opened for School Concurrency — Large Scale Comprehensive Plan Amendment. Julie Salvo, Representative from Orange County Public Schools, encouraged the board to vote for the School Concurrency proposal. She stated they have worked really hard with the City, Planners, and Attorney to put together a collaborative community effort and she believes it will be very beneficial for the County and the City of Ocoee. 3 Planning and Zoning Commission Regular Meeting May 13, 2008 Member McKey asked several questions regarding the charts provided in the PSFE which Ms. Salvo was able to answer. Vice Chair Golden inquired about FISH and how the portables were counted as a permanent housing of the school. Ms. Salvo stated that FISH is a state wide database and the total FISH represents all the student stations at a school including the portables. For School Concurrency purposes they are using permanent FISH, which means just the student stations in the brick and mortar buildings since their goal is to try to reduce portables. Ms. Salvo briefly explained the school zone versus jurisdictional lines and who is affected by the School Currency, which is in accordance with the Florida Statutes. The Public Hearing was closed for School Concurrency — Large Scale Comprehensive Plan Amendment. Member McKev, seconded by Vice Chair Golden, moved to recommend approval of the 1) addition of a Public Schools Facilities Element (PSFE) to the Comprehensive Plan, and 2) additions to the Interoovernmental Coordination Element and Capital Improvements Element (CIE) for the purpose of implementina school concurrencv. Motion carried unanimouslv. MISCELLANEOUS Planning Director Wagner introduced Development Services Director Craig Shadrix. Development Services Director Shadrix stated that was one of the smoothest recommendations of approval for a set of school elements that he has seen and commended the board for that. He further stated he is looking forward to working in this community and strongly believes in the comprehensive plan. He briefly announced some of the projects that would be coming before the board for approval. ADJOURNMENT The meeting adjourned at 7:32 p.m. Attest: Melanie Sibbitt, Deputy City Clerk E APPROVED: Milton West, Chairman ITEM NUMBER II. B. Oak Trail Reserve 1. Final Subdivision Plan 2. Clarke Road Improvement Plan Mayor S. Scott Vandergrift City Manazer Robert Frank STAFF REPORT DATE: July 1, 2008 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner SUBJECT: Oak Trail Reserve - Final Subdivision Plan Project # LS-2007-010 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan (FSP) for Oak Trail Reserve PUD? BACKGROUND: Oak Trail Reserve PUD is located on the northeast quadrant of the intersection of Clarke Road and Clarcona-Ocoee Road. The subject property is approximately 33.94 acres in size of which 3.1 acres are designated as conservation/wetlands. The PUD was officially approved by the City Commission on August 17, 2004 for a maximum of 140 dwelling units. The subject property is currently undeveloped and is partially covered with trees mostly on the south side of an isolated wetland and along the eastern boundary of the property. The remainder is open field. The surrounding land to the north has been developed as unincorporated large -lot single-family residential, zoned A-1; to the west is vacant undeveloped (mostly pine tree forest) land (Arden Park) zoned PUD; to the east is vacant partially treed land zoned R-1AA; and to the south is Clarke Road with vacant land in an unincorporated county enclave on the west side of the road zoned A-1 and on the east side of the road is Orchard Park Subdivision zoned R1-AA. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The surrounding future land use is "Low Density Residential" except for certain portions to the north and east which are designated as "Conservation/Floodplains". On November 7, 2006, the City Commission reviewed and approved the Preliminary Subdivision Plan (PSP) for Oak Trail Reserve. The plans originally indicated Townhomes on the southern portion of the site; however, due to the current market conditions and the SJRWMD requisites, the applicant has modified the plans to expand the single-family use onto the southern (townhome area) portion of the site. Accordingly, the Land Use Plan was Amended to reflect the Applicants' request. The Final Subdivision Plan as proposed is consistent with the Preliminary Subdivision Plan and Amended Land Use Plan. Oak Trail Reserve PSP July 8, 2008 Planning and Zoning Commission Meeting Page 2 DISCUSSION: The Final Subdivision Plan proposes 61 single-family residential lots with associated infrastructure. The approved PUD requires a minimum lot size of 75 feet by 125 feet. The minimum dwelling size for the single-family is 2,000 square feet. The maximum gross residential density is 3.6 dwelling units per acre. As shown in the Final Subdivision Plan, Oak Trail Reserve will be developed in one phase, and will include a recreational facility with a community clubhouse. There are approximately 3.1 acres designated as conservation/wetlands (Tract "D") which includes the corresponding 25-foot upland buffer area. The isolated wetland (Tract "C-1") to the south and center of the site is proposed to be used for an environmentally enhanced stormwater retention area consistent with the Annexation Agreement dated August 21, 2001. Use of the isolated wetland would also involve mitigation of all wetlands replaced within the tract and adjustment to the 100-year floodplain elevation. The St. Johns River Water Management District (SJRWMD) will review and permit for acceptability as it relates to water quantity and water quality. The FSP includes the extension of Clarke Road consistent with the City of Ocoee Comprehensive Plan and Orange County roadway improvements plans. The Development Agreement dated November 7, 2006 addressed the arrangement and implementation of the Clarke Road improvements. The scope of the Clarke Road Improvements consists of widening Clarke Road from two to four lanes from Orchard Park Drive to the main entrance of subject subdivision including intersection improvement with corresponding turn -lanes at Clarcona- Ocoee Road (See attached Clarke Road Improvements plans). The City has requested that the Developer/Owner to design, engineer and permit the western two lanes of the Clarke Road Extension and the southern improvements per the Development Agreement. The Developer will be obligated to construct the eastern two lanes of the Clarke Road Extension with this FSP Approval. Future utilization and improvements on the Clark Road extension and realignment improvements will be further facilitated by the Arden Park Subdivision developers. Oak Trail Reserve FSP will have two (2) access points into the site; one which is from the northward extension of Clarke Road near the wetland, and the second access approximately 600 feet north of the south access point. Access into the site will utilize the extended Clark Road roadway: Accordingly, the property owner will provide road right-of-way for the widening of Clarcona-Ocoee Road and West Orange Trail realignment (Tract "G" 0.668 acres and Tract "P" 0.166 acres), and the northward extension of Clarke Road (Tract "F" 2.144 acres; 110 feet wide). The extension of Clarke Road will also result in a remnant parcel (Tract "E") that will be dedicated to the City. This remnant parcel is triangular in shape and consists of approximately 1.6 acres of land. It is located between Hobson Road & Clarcona-Ocoee Road intersection and the northward extension of Clarke Road. This tract is programmed to serve as a mini trail -head park in the future. The Developer is to remove the abandoned Hobson Road pavement upon opening of the Clarke Road extension/realignment. Orange County will be providing the water and sewer service while solid waste and reuse water service will be provided by the City. Oak Trail Reserve PSP July 8, 2008 Planning and Zoning Commission Meeting Page 3 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the Oak Trail Reserve FSP on June 25, 2008. There were minor technical issues to be addressed from the Engineering Department and Planning Division that were identified in written staff comments and presented verbally. All of the issues were discussed and a few minor changes to the Plan were agreed upon. In addition, the applicant was made aware of the following issues: • The City will require a copy of the SJRWMD permit prior to construction; • CLOMR-F (Conditional Letter of Map Revision based on Fill) must be approved prior to construction. After discussion was completed, the DRC voted unanimously to recommend approval of the Oak Trail Reserve PUD Final Subdivision Plan, subject to the CLOMR-F requests been approved prior to construction and the changes discussed being made to the plans ahead of the Planning & Zoning Commission. After subsequent submittal and review, the Final Subdivision Plan for Oak Trail Reserve (date stamped June 9, 2008) addressed all remaining issues. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend Approval of the Final Subdivision Plan for Oak Trail Reserve PUD, as date stamped received by the City on June 9, 2008 subject to the CLOMR-F requests been approved prior to construction. Attachments: Location Map; Future Land Use Map; Zoning Map; Aerial Map; Oak Trail Reserve Final Subdivision Plan, date stamped June 9, 2008; Clarke Road Improvements, date stamped June 9, 2008. OAStaff Reports\2008\SR080037_AF_OakTrailReserve_FSP_P&Z.doc fie �gP a�� Res",. Oak � e anon �pG j 1 � ROUT LAK�\ `--L / T tROU;LAKE LAKF- SIMS eADw LAKE \ N J AOQAN /I e oeoee Commemy Development ,,ttment �1 tp m5<n�e3ppupa_iaL6m)fee 0alFeer Printed: June 2004 aSubject Property ®Unincorporated Territory and Other Municipakies 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 Road Right -of -Way Lakes and Water Bodies Oak Trail Reserve FSP Surrounding Future Land Use Map m 7_ I— � w W Y I W CC Z W ORCHARD PARK aDo M r, eL CASABA COVE ' T-FT-TTI W e aaee Community De-bpnern DepYlmenl 1 quel15Nf" ieo 90 0 IN S 50Fan PrintedJuly 2008 QSubject Property Unincorporated Territory and Other Municipalbes Zoning Classification' General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Sngle-Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (Pi Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Oak Trail Reserve Surrounding Zoning Map Sims PUD-LD ROUT��LAK Tl TROUT LAKE B� WT_ Y N U - Q) — Orchard Park w^ o (D (0 d6 C — o% R-1 AA - !, It 4 -!�-4 PARCEL I mo 33=21=28=0000=00=021m022m 9 9 PARCEL ID: 04=22=28=0000=00=013 PLANNE UNIT EVELOPMENT TOTAL GROSS ACREAGE f33.94 ACRES WETLANDS f3.10 ACRES NET ACREAGE ±30.84 ACRES EXISTING ZONING PLANNED UNIT DEVELOPMENT (PUD) EXISTING FUTURE LAND USE DESIGNATION LOW -DENSITY RESIDENTIAL (MAX. 4 DU/AC) PHASING ONE PHASE DWELLING UNITS 61 MAXIMUM DWELLING UNITS 140 APPROVED PER PUD ZONING MAXIMUM GROSS DENSITY 3.6 DU/AC OPEN SPACE 30% * (ACRES + BUFFERS) BUFFERS 0,984 AC POND 4.379 AC CONSERVATION 3.197 AC TOTAL 8.560 AC A COMMUNITY MEETING ROOM AND RECREATIONAL AMENITIES WILL BE PROVIDED TO MEET THE CITY OF OCOEE'S LAND DEVELOPMENT CODE. UTILITIES WATER SERVICE ORANGE COUNTY RECLAIMED WATER CITY OF OCOEE FIRE FLOW (500 GPM) AVG. DAILY USE (61 X 300 GAL)= 18,300 GPD PUBLIC ACCESS ROADS THROUGHOUT PARKING SINGLE FAMILY MINIMUM OF 2 SPACES PER UNIT - 8 SPACES (2 HOCP) + 2/DU(61)= 130 MINIMUM LOT SIZES FOR 75' X 125' SINGLE FAMILY RESIDENCES MINIMUM DWELLING SIZE OF UNITS SINGLE FAMILY 2,000 SQ-FT BUILDING SETBACKS (MEASURED TO THE WALL OF BUILDINGS) SINGLE FAMILY FRONT 25' REAR 30' SIDE 7.5' SIDE ADJACENT TO ROW 25' MAXIMUM BUILDING HEIGHT 35' BUFFER REQUIREMENTS: MIN. WIDTH BUFFER TYPE: CLARKE RD. / HOBSON RD. 10' PLANTING WITH 6' BRICK WALL TROUT LAKE ROAD 10, PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL WEST ORANGE TRAIL 10' PLANTING WITH 6' VINYL FENCE OR 6' BRICK WALL NOTE& 1. ONE COMMUNITY MEETING ROOM WILL BE PROVIDED FOR THE PROJECT (740 SF). 2. RECREATION AREAS TO BE WITHIN TRACT '0' AND OPEN SPACE AREAS: TRACT '0' WILL INCLUDE A SWIMMING POOL, AND TENNIS COURT OPEN SPACE AREAS WILL INCLUDE PEDESTRIAN TRAILS, ATHLETIC FIELDS AND BOARDWALKS AND PICNIC AREAS. 3. PEDESTRIAN TRAILS, BOARDWALKS, AND STORMWATER RETENTION SHALL BE ALLOWED WITHIN THE 100 YR. FLOOD PLAIN FOR RECREATIONAL PURPOSES. 4. STORMWATER MANAGEMENT CRITERIA SHALL CONSIST OF AN ON -SITE RETENTION POND WHICH WILL COMPLY WITH THE CITY OF OCOEE, THE WATER MANAGEMENT DISTRICT AND THE CITY OF OCOEE ANNEXATION AGREEMENT. 5. FEMA CLOMR APPLICATION PENDING. AREAS TO BE REMOVED FROM 100YR FLOOD PLAIN: LOTS 1-3, 33-43, 46-48, 60, 61 TRACT S AND TRACT 0. 6. GOPHER TORTOISES SHALL BE RELOCATED IN ACCORDANCE WITH FFWCC STATE REGULATIONS. OCOEE, FLORI A 0 0 REVISED . JUNE 069 200j o L N.T.S. W. KEENE ROAD 9 a LAKEaQ z MEADOW PEE 3 ee�i I \ F") �' keliq p L, A a I Ed i OWNER SURVEYOR CENTER LAKE PROPERTIES TINKLEPAUGH SURVEYING SERVICES, INC. 102 W. PINELOCH AVE, SUITE 10 379 W. MICHIGAN STREET, SUITE 208 ORLANDO, FLORIDA 32806-6133 ORLANDO. FL 32806 PHONE: 407-859-3550 PHONE: 407-422-0957 FAX: 407-650-0303 FAX: 407-422-6915 PRESIDENT: JIM CARUSO CONTACT: RICHARD GONZALEZ APPLICANT GEOTECHNICAL ENGINEER PINELOCH MANAGEMENT CORPORATION, YOVAISH ENGINEERING SCIENCES, INC. THE OWNER'S CORPORATE GENERAL PARTNER 953 SUNSHINE LANE 102 W. PINELOCH STREET, SUITE 10 ALTAMONTE SPRINGS, FLORIDA 32714 ORLANDO, FLORIDA 32806-6133 PHONE: 407-774-9383 PHONE: 407-859-3550 FAX: 407-774-7438 FAX: 407-650-0303 PRESIDENT. JIM CARUSO CONTACT: RICHARD GONZALEZ CIVIL ENGINEER ENVIRONMENTAL CONSULTANT PROFESSIONAL DESIGN ASSOCIATES, INC. MODICA AND ASSOCIATES, INC. 3191 MAGUIRE BLVD. SUITE 190 302 MOHAWK ROAD ORLANDO, FL 32803 MINNEOLA, FLORIDA 34715 PHONE: 407-898-1530 PHONE: 352-394-2000 FAX: 407-898-2644 FAX: 352-394-1159 11111111111611114 t 2 CONDITIONS OF APPROVAL 3 GENERAL NOTES 4 MASTER SITE PLAN 5mlO UTILITY 11=14 DRAINAGE AND GRADING 15=23 PLAN AND PROFILES 24=26 TRACT LAYOUT 27 SIGNING .. PAVEMENT PLAN 28m29 STORMWATER POLLUTION PREVENTION PLAN 30 WATER DETAILS 31 REUSE WATER DETAILS 32 SANITARY SEWER DETAILS 33 LIFT STATION DETAILS 34=36 GENERAL DETAILS 37 LIGHTING PLAN Tl=T4 TREE REMOVAL PLAN E CLl=L2 MASTER LANDSCAPE PLAN JUN 9 E I E 11 7-3=1.13 LANDSCAPE DETAILS ClW OF OCOEE' Sl WALL DETAILS I BOUNDARY & TOPO SURVEY 00 O O \ O rel Lli Lli Of J Q Of Y Q O John P. Smith, PE #63423 1151] � 1 11111 k 11*11 .... 1, ... 11:2:1 i� 1. THE PROJECT WILL BE DEVELOPED IN ONE PHASE. 2. ALL COMMON AREAS WILL BE OWNED AND MAINTAINED BY ONE MASTER HOMEOWNERS ASSOCIATION. 3. WATER AND SEWER SERVICE WILL BE PROVIDED BY ORANGE COUNTY. AT THE TIME OF PLATTING, EASEMENTS WILL BE PLACED OVER SERVICE LINES AND DEDICATED TO ORANGE COUNTY. 4. A MASTER REUSE WATER SYSTEM WILL BE INSTALLED FOR IRRIGATING COMMON AREAS AND RESIDENTIAL HOMES. PLEASE NOTE THAT THIS ONLY APPLIES FOR THE TOWNHOMES. SINGLE FAMILY HOMES SHOULD EACH HAVE A REUSE METER. 5. PROPOSED ROADWAYS WILL BE PUBLICLY DEDICATED. * 6. THE STORMWATER SYSTEM WILL BE DESIGNED IN CONFORMANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. ALL STORMWATER PIPES, INLETS, MANHOLES AND STRUCTURES WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF OCOEE. ALL STORMWATER POND TRACTS, INCLUDING LANDSCAPING WITHIN TIME TRACTS, WILL BE OWNED, OPERATED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE CITY WILL HAVE A STORMWATER DRAINAGE EASEMENT ACROSS THE STORMWATER POND TRACTS. SIDE SLOPES WILL ADHERE TO THE CITY OF OCOEE LAND DEVELOPMENT CODE. 7. SOIL INFORMATION IS PROVIDED BY ORANGE COUNTY SCS. 8. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 9. ALL LANDSCAPED AREAS WILL BE IRRIGATED AND HAVE AN AUTOMATIC RAIN SENSOR. 10. NO RV OR BOAT PARKING WILL BE PROVIDED WITHIN THE SUBDIVISION. 11. DELETED 12. ALL ON SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV, AND TELEPHONE SHALL BE PLACED BELOW GROUND. 13. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 14. A HOMEOWNERS ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS AND FACILITIES, UNLESS OTHERWISE NOTED. 15. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 RELATING TO COMMUNITY MEETING ROOMS. 16. BUILDING SETBACKS FROM RETENTION AREAS SHALL BE 15 FEET FROM THE TOP OF BANK TO THE SINGLE FAMILY DEVELOPED HOME. 17. EXCEPT WHERE OTHERWISE PROVIDED, THE DEVELOPMENT STANDARDS IN R1-AA ZONING WILL APPLY WITHIN THIS SUBDIVISION 18. NOTWITHSTANDING THE CONVEYANCE OF THE STORMWATER RETENTION POND TO THE HOMEOWNER'S ASSOCIATION OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECTS STORMWATER MANAGEMENT SYSTEM (SWMS), INCLUDING ALL STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (i) THE ENTIRE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (11) THE STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE HOMEOWNER'S ASSOCIATION. (III) THE HOMEOWNER'S ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD, AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD. (iv) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (v) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE HOMEOWNER'S ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 19. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE SUBDIVISION (THE -DECLARATION") SHALL CONTAIN A PROVISION ALLOWING THE CITY OF OCOEE THE OPPORTUNITY TO LEVY, COLLECT, AND ENFORCE ASSESSMENTS FOR MAINTENANCE OF THE COMMON AREAS SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO DO SO OR SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO COLLECT ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE OF THE COMMON AREAS. 20. THE DECLARATION SHALL CONTAIN A PROVISION GRANTING THE CITY OF OCOEE THE RIGHT , BUT NOT THE OBLIGATION. TO MAINTAIN AND REPAIR THE STORMWATER SYSTEM SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO DO SO AND SEEK REIMBURSEMENT FROM THE HOMEOWNER'S ASSOCIATION. OR FROM THE DEVELOPER IF (I) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED. OR (ii) IF THE DEVELOPER IS STILL RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER SYSTEM. 21. THE DECLARATION SHALL PROVIDE THAT THE HOMEOWNER'S ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. 22. THE DECLARATION SHALL CONTAIN A PROVISION THAT AT THE 11ME OF TURNOVER OF CONTROL OF THE HOMEOWNER'S ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE STORMWATER SYSTEM ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE STORMWATER SYSTEM IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED, THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANTS EXPENSE AND TO POST A CASH BOND WITH THE HOMEOWNER'S ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 23. THE DECLARATION SHALL CONTAIN A PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY OF OCOEE REQUIRES THE CONSENT OF THE CITY OF OCOEE IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 24. THE DECLARATION SHALL CONTAIN A PROVISION PROVIDING THAT THE STORMWATER SYSTEM WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION AND MAINTENANCE EN11TY ACCEPTABLE TO THE CITY OF OCOEE IN THE EVENT OF DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY OF OCOEE MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE HOMEOWNER'S ASSOCIATION. 25. THE DECLARATION SHALL SPECIFICALLY PROVIDE THAT NO PROPERTY OWNED BY THE CITY OF OCOEE OR ANY OTHER GOVERNMENTAL ENTITY WITHIN THE SUBDIVISION SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE HOMEOWNER'S ASSOCIATION. 26. PROPOSED FACILITIES WITHIN THE RECREATION AREA WITHIN TRACT '0' SHALL INCLUDE A COMMUNITY MEETING ROOM AND A SWIMMING POOL, AND A TOT LOT. THE COMMUNITY MEETING ROOM SHALL BE A PERMANENT STRUCTURE HAVING A MINIMUM OF 740 SQUARE FEET OF MEETING SPACE. 27. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE CONSTRUCTION RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEEL CHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ('ADA') REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WITH ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 28. ALL SCREEN WALLS. LANDSCAPE BUFFERS, ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, ALL COMMON AREA LANDSCAPE IMPROVEMENTS AND SIDEWALKS ALONG CLARCONA-OCOEE RD., CLARKE RD. AND HOBSON RD. ALONG ALL OTHER PERIMETER PROPERTY LINES AND ALL TRACTS TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIA11ON SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 29. DELETED 30. UNDERGROUND UTILITIES SHALL COMPLY WITH ORDINANCE NO. 95-17, WHICH REQUIRES PEDESTAL -MOUNTED U11UTY BOXES TO BE PLACED BACK OFF THE STREET, NO MORE THAN 5 FEET FORWARD OF THE FRONT BUILDING SETBACK LINE, ON ALL RESIDENTIAL LOTS WHICH ARE LESS THAN 70 FEET IN WIDTH WHERE THE LOT ABUTS THE STREET RIGHT-OF-WAY LINE. 31. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO HOMEOWNER'S ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATION. BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. 32. ALL SITE LIGHTING, INCLUDING PARKING LOT AND COMMON AREAS WILL COMPLY WITH THE LIGHTING STANDARDS IN SECTION 6-14 OF THE LAND DEVELOPMENT CODE. NOT TO EXCEED THE FOLLOWING ILLUMINANCE LEVELS - AVERAGE ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 2 ; THE MAXIMUM LEVEL OF ILLUMINANCE IN FOOT CANDLES ON THE GROUND: 7. 33. THE DEED RESTRICTIONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING ALL LOTS WITH FENCING TO HAVE A GATED ENTRANCE ALONG THE REAR LOT LINE. 34. THE DEED RESTRICTIONS FOR THE SUBDIVISION WILL INCLUDE LANGUAGE REQUIRING LIMITATIONS ON THE SIZE AND PLACEMENT OF ACCESSORY STRUCTURES AND PRIVACY FENCES IN CERTAIN REAR YARDS. THE SPECIFIC REAR YARDS AFFECTED BY THESE LIMITATIONS WILL BE DETERMINED IN THE FINAL SUBDIVISION PLAN APPROVAL PROCESS. 35. IF ANY WETLANDS ARE REMOVED BY RAISING THE 100 YEAR FLOOD ELEVATION WITHIN TRACT 'C-1', THEN THEY SHALL BE REPLACED WITHIN THE NEW POND DESIGN. 36. IN THE EVENT ANY RESIDENTIAL PORTION OF THE PROPERTY IS GATED, ONE OR MORE MANDATORY ASSOCIATIONS SHALL BE CREATED TO OWN ALL COMMON AREAS. PRIOR TO, OR AT THE TIME OF PLATTING, AN EASEMENT SHALL BE GRANTED TO ALL U11UTY SUPPLIERS FOR INGRESS AND EGRESS TO THE PRIVATE TRACTS FOR ACCESS AND MAINTENANCE OF THEIR UTILITIES, AND TO THE CITY ENFORCEMENT AND EMERGENCY PERSONNEL FOR INGRESS AND EGRESS TO THE PROPERTY. 37. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 38. ANY DAMAGE CAUSED TO ANY PUBLIC ROAD AND/OR THE WEST ORANGE TRAIL AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 39. AN OVERALL SUBDIVISION PLAN SHALL BE AVAILABLE FOR REVIEW BY PROSPECTIVE BUYERS IN ALL RESIDENTIAL SALES OFFICES. 40. APPROPRIATE SIGNAGE WILL BE PROVIDED ON NON -SINGLE FAMILY RESIDENTIAL PARCELS AS NOTIFICATION TO FUTURE SINGLE-FAMILY LOT PURCHASERS OF THE INTENDED USE OF THE PARCELS. SIGNAGE WILL BE A MINIMUM OF 32 SQ FT AND PLACED IN LOCATIONS APPROVED BY THE CITY OF OCOEE. 41. THE DEVELOPER SHALL COMPLY WITH ORDINANCE NO. 2001-19 WHICH REQUIRES THE INCLUSION OF COMMUNITY MEETING ROOMS AS AN AMENITY FOR RESIDENTIAL SUBDIVISIONS. 42. EACH PHASE OF DEVELOPMENT SHALL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). * 43. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY WILL BE CONVEYED AT 11ME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 15' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 44. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER AT THE DEVELOPERS SOLE COST AND EXPENSE PRIOR TO CERTIFICATE OF COMPLETION BEING ISSUED AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 45. PURSUANT TO ORDINANCE NO. 2001-18 ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 46. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES 163 CONCERNING MORATORIA ON .THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 47. AN EMERGENCY ACCESS EASEMENT TO ALL RETEN1ION PONDS AND ALL DRAINAGE EASEMENTS WITHIN THE PROJECT SHALL BE GRANTED TO THE CITY OF OCOEE FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION. BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY OF OCOEE, TO ENTER UPON THE SUBJECT PROPERTY OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM EXCEPT FOR THE PORTION OF THE DRAINAGE SYSTEM OWNED BY THE CITY AS SETFORTH IN COND17ION OF APPROVAL 6 ABOVE. * 48. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE AND ORANGE COUNTY UTILITIES AND OTHER APPLICABLE AUTHORITIES ACCESS AND MAINTENANCE OF UTILITIES FOR LAW ENFORCEMENT, FIRE, AND OTHER EMERGENCY SERVICES. 49. ALL ACCESS RIGHTS TO CLARKE ROAD, CLARCONA OCOEE ROAD, HOBSON ROAD, TROUT LAKE ROAD. THE WEST ORANGE TRAIL AND PUBLIC ROADS WITHIN THE PROJECT, SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE 11ME OF PLATTING EXCEPT AT APPROVED LOCATIONS. 50. DELETED 51. DELETED 52. DELETED 53. DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THAT CERTAIN ANNEXATION AGREEMENT DATED AUGUST 21, 2001 AND RECORDED IN OFFICIAL RECORDS BOOK 6332, PAGE 3000, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. NOTHING HEREIN SHALL BE CONSTRUED AS AN AMENDMENT TO THE ANNEXATION AGREEMENT. THE ANNEXATION AGREEMENT SHALL CONTROL IN THE EVENT OF A CONFLICT BETWEEN THIS PLAN AND THE ANNEXATION AGREEMENT. 54. TRACT 'C-1' SHALL BE DESIGNATED AS A WET BOTTOM POND, TO RETAIN THE 100 YEAR FLOOD VOLUME WITHIN THE POND AREA AND SHALL SERVE THE STORMWATER NEEDS FOR THIS DEVELOPMENT, THE CLARKE ROAD-HOBSON ROAD EETENTION, THE WIDENING OF CLARCONA-OCOEE ROAD AND THE PARCEL CONVEYED TO THE CITY NORTH OF CLARCONA-OCOEE ROAD AND WEST OF THE FUTURE CLARKE-HOBSON ROAD EXTENSION. 55. THE CITY MAY REQUIRE AT THE TIME A FINAL SUBDIVISION PLAN IS APPROVED FOR THE PROPERTY, THAT ONE OR MORE TURN LANES BE CONSTRUCTED BY THE DEVELOPER. 56. THE DEVELOPER SHALL CONSTRUCT A 6' HIGH BRICK WALL ALONG CLARCONA OCOEE ROAD, AND THE CLARKE ROAD-HOBSON ROAD EXTEN11ON AND ALONG THE ENTIRE WESTERN BOUNDARY OF THE PROPERTY, WITHIN THE 10' WALL AND LANDSCAPE TRACT SHOWN HEREIN. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE WALL AND LANDSCAPING WITHIN THE 10' WALL AND LANDSCAPE TRACT EXCEPT THAT GRASS AND LANDSCAPING ON THE INTERIOR OF THE WALL MAINTAINED BY THE ADJACENT LOT OWNER. 57. THE DEVELOPER SHALL CONSTRUCT A VINYL FENCE ACCEPTABLE TO THE CITY ALONG THE NORTHERN PROPERTY BOUNDARY OF THE PROPERTY AND ALONG THE WEST ORANGE TRAIL, WITHIN THE 10' BUFFER SHOWN HEREON. A HOMEOWNERS ASSOCIATION SHALL OWN AND MAINTAIN THE FENCE AND ANY GRASS OR LANDSCAPING ALONG THE FENCE EXCEPT THAT GRASS AND LANDSCAPING ON THE INTERIOR OF THE FENCE MAINTAINED BY THE ADJACENT LOT OWNER. 'Q O 58. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACTS 'G' AND 'P' (CLARCONA -OCOEE ROAD/WEST ORANGE TRAIL TRACTS) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. Z 59. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'F' (CLARKE ROAD-HOBSON ROAD TRACT) WITHIN SIXTY DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER W V THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. Q 60. THE DEVELOPER SHALL DEDICATE AND CONVEY TO THE CITY TRACT 'E' (CONVEYANCE TRACT) WITHIN SIXTY (60) DAYS FOLLOWING RECEIPT OF WRITTEN NOTICE FROM THE CITY REQUESTING THE SAME, BUT IN NO EVENT LATER Z O THAN THE DATE OF APPROVAL OF A FINAL SITE PLAN OR PLAT FOR ALL OR A PORTION OF THE PROPERTY. 61. WITHIN THIRTY DAYS OF RECEIPT OF THE WRITTEN REQUEST FOR ANY CONVEYANCE OF LAND SET FORTH HEREIN TO THE CITY, THE DEVELOPER SHALL PROVIDE THE CITY WITH A METES AND BOUNDS LEGAL DESCRIPTION AND SKETCH OF THE DESCRIPTION FOR THE LAND TO BE CONVEYED, SAID DESCRIPTION AND SKETCH BEING CERTIFIED TO THE CITY AND SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. THE LAND SHALL BE DEDICATED AND W CONVEYED BY THE OWNER TO THE CITY BY WARRANTY DEED FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS ACCEPTABLE TO THE CITY. THE FORM OF THE WARRANTY DEED SHALL BE m m m oo Z SUBJECT TO THE APPROVAL OF THE CITY. THE OWNER SHALL, CONTEMPORANEOUSLY WITH THE DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY, PROVIDE THE CITY, A CURRENT ATTORNEYS OPINION OF TITLE, OR A W 0 W W CURRENT TITLE COMMITMENT, TO BE FOLLOWED BY A POLICY OF TITLE INSURANCE. EVIDENCING THAT FEE SIMPLE TITLE TO THE LAND IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS Z 3 Y O ACCEPTABLE TO THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION TO THE LAND, INCLUDING THE COST OF THE TITLE WORK, SHALL BE BORNE SOLELY BY THE OWNER. REAL PROPERTY TAXES N W a SHALL BE PRORATED AS OF THE DAY BEFORE THE CITYS ACCEPTANCE OF THE DEDICATION AND CONVEYANCE OF THE SAME, AND THE PRORATED AMOUNT OF SUCH REAL PROPERTY TAXES ATTRIIBUTABLE TO THE OWNER SHALL p U O Q 0 BE PAID AND ESCROWED BY THE OWNER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 196.295, FLORIDA STATUTES. NOTWITHSTANDING THE FOREGOING, IF THE CONVEYANCE OF THE LAND OCCURS BETWEEN NOVEMBER 1 U AND DECEMBER 31, THEN OWNER SHALL PAY ALL REAL PROPERTY TAXES FOR THE ENTIRE YEAR. NEITHER THE OWNER NOR ANY OTHER PERSON OR ENTITY SHALL BE ENTITLED TO ANY ROAD IMPACT FEE CREDITS OR OTHER _ COMPENSATION OF ANY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED DEDICATION AND CONVEYANCE OF THE LAND TO THE CITY. m 62. STREET TREES SHALL BE PROVIDED WITHIN THE SINGLE FAMILY SUBDIVISION PER CODE REQUIREMENTS, AND WITHIN THE TOWNHOME SUBDIVISION BY THE HOME BUILDER AT A RATE OF ONE TREE PER TOWNHOME UNIT PRIOR TO CERTIFICATE OF OCCUPANCY FOR EACH BUILDING. AT LEAST HALF OF THESE STREET TREES SHALL BE SHADE TREES, A MINIMUM OF 2 INCHES DBH AND 10 FEET TALL AT THE TIME OF PLANTING. THE REMAINING STREET TREES y SHALL BE UNDERSTORY TREES AS DEFINED IN THE LAND DEVELOPMENT CODE. j 63. THE DEVELOPER SHALL COORDINATE THE DEVELOPMENT OF HIS PROJECT WITH THE WEST ORANGE TRAIL AND MAKE REVISIONS AS REQUIRED WHEN CONSTRUCTING CLARKE ROAD-HOBSON ROAD. W 64. DELETED 65. THE HOBSON ROAD RIGHT-OF-WAY AND PAVEMENT WILL NEED TO BE VACATED FROM CLARCONA-OCOEE ROAD TO THE POINT NORTH WHERE CLARKE ROAD-HOBSON ROAD EXTENSON WILL INTERSECT WITH THE HOBSON ROAD RIGHT-OF-WAY. 66. DELETED 67. DELETED 68. THE FOUNDATION (FINISHED FLOOR ELEVATION) FOR EACH SINGLE FAMILY RESIDENTIAL DWELLING UNIT TO BE CONSTRUCTED ON THE PROPERTY SHALL HAVE AN ELEVATION WHICH EXCEEDS THE APPLICABLE 100-YEAR FLOOD ELEVATION BY A MINIMUM OF TWO (2) FEET. 69. THE FINAL SITE PLAN APPROVAL WILL BE SUBJECT TO FORMAL APPROVAL. BY FEMA, A CONDITIONAL LETTER OF MAP REVISION FOR THE PROPOSED 100-YEAR FLOOD LIMITS. Z O MODIFIED DUE TO SITE REDESIGN REQURRMENTS AND MITIGATION. at THE FOLLOWING CONDITIONS ARE ADDED PER STAFF COMMENTS o 0 A. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY ONES WILL BE PRESERVED IF U- O L#_ O AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. B. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING t� U PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. a a C. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SITE PLAN OR FINAL SUBDIVISION PLAN, AS o ^o APPLICABLE, FOR THE PROJECT. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME OF SITE PLAN REVIEW FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. to o ~ D. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO � 0 o ANY TREE REMOVAL NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. E. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES `mil TO PRESERVE THE TREES ON SITE. , W F. BEFORE ANY CLEARING OR GRUBBING PERMITS ARE ISSUED BY THE BUILDING DEPARTMENT, THE DEVELOPER MUST SCHEDULE A WALK THROUGH WITH THE STAFF FORESTER OR HIS DESIGNEE, TO S IDENTIFY TREES TO BE PROTECTED. x rr r a v Is O fON � CI �t C E O L6 J IL C a J C C 10 , IL !� d 0 W W y " will m� yM � IL C r MO J Q 0 C JLjj Lij r �vJ Z Q� 0 O 0 Z 0 V Q Q J • • V.. 0 1 AC John P. Smith, PE #63423 GENERAL NOTES 1. WATER AND WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY. THE WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION SYSTEM SHOWN ON THESE PLANS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL CONFORM TO ORANGE COUNTY STANDARDS. 2. ALL CONSTRUCTION OTHER THAN THE WATER DISTRIBU11ON AND WASTEWATER COLLECTION SYSTEMS TO CONFORM WITH THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE WAIVED BY THE CITY OF OCOEE. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE THE NECESSARY RIGHT-OF-WAY PERMIT(S) AND PROVIDE FOR THE SAFETY AND CONTROL OF LOCAL TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR WILL PROVIDE 24 HOUR NOTICE OF ANY LANE CLOSURES. ADDITIONAL INFORMATION MAY BE REQUIRED IF LANE CLOSURE DURATION'S ARE LONGER THEN DAYTIME OPERATIONS. 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING ANY CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING AND RE -VERIFYING, INCLUDING OCU UTILITIES THAT HAVE BEEN FIELD VERIFIED DURING DESIGN AS SHOWN ON PLANS, (HORIZONTALLY & VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL OUC UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE CONTRACTOR IN COORDINATION WITH OUC'S FIELD INSPECTIOR. ALL OTHER UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CALL 1-800-432-4770 TO HAVE EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PER F,S, 556 AND SSOCOF. SSOFOC FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOFOC 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET. ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SECTION 553.62, FLORIDA STATUTES. 6. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN PROVIDED BY THE PROJECT SURVEYOR FROM THE BEST AVAILABLE INFORMATION AND FIELD VERIFIED AT ALL POINTS OF CONNEC11ON AND AREAS OF CONFLICT WITH OCU MAINS AS NOTED ON PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR INACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 8. ALL DISTURBED AREAS NOT DESIGNED TO BE LANDSCAPED OR SODDED SHALL BE SEEDED AND MULCH AS DIRECTED BY THE ENGINEER. 9. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE, OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SEC11ONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS. 10. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE REASONABLY CLOSE IN CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 11. THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (CURRENT EDITION) TO BE USED FOR DRAINAGE STRUCTURES. STATION OFFSETS ARE TO THE CENTERLINE OF THE INLET OR MANHOLE TOP. 12. FINISH FLOOR ELEVATIONS SHOULD BE AT LEAST 2 FEET ABOVE THE 100 YEAR ELEVATION OF THE ADJACENT STORM WATER POND OR WATER BODY. 13. UTILITY CROSSINGS: SEE WATER DETAIL SHEET 29 FOR TABLE OF MINIMUM HORIZONTAL SEPARATION REQUIREMENTS WATER, WASTEWATER AND RECLAIMED WATER MAINS FIGURE A116. 14. -WATER MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER LESS THAN FOUR (4) INCHES WILL BE SDR 21 (200 PSI), SCH 40 OR SCH. 80. ALL PVC OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE C905 AND HAVE APPROPRIATE (DR) DESIGNATION. B. DUCTILE IRON PIPE FOR WATER MAIN FOR PIPE SIZES OF FOUR (4) THROUGH FIFTY (50) INCHES SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED FOR ALL SIZES OF PIPE UNLESS REQUIRED BY ORANGE COUNTY. C. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. D. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. E. ALL SERVICE LINES SHALL BE 1' OR 2' POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C800 AND AWWA C901. F. CORPORATION STOPS SHALL BE 1" OR 2" BRASS, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE POLYETHYLENE TUBING AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. G. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901, WITH COMPATIBLE POLYETHYLENE TUBING CONNECTIONS. H. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM THICKNESS OF CLASS 50 PER ANSI/AWWA SHALL BE SUPPLIED. I. ALL WATER MAIN FITTINGS, VALVES, RESTRAINTS, COUPLINGS, PIPE, AND IN GENERAL THOSE MATERIALS REQUIRED FOR INSTALLING THE WATER SUPPLY SYSTEM, SHALL COMPLY WITH MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED BY-QBANGF. COUNTY. J. INSTALL VALVE BOXES WITH ALL VALVES. VALVE BOXES UNDER THE PAVEMENT SHALL HAVE TRAFFIC BEARINGS COVERS. K. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. L. ALL TESTING SHALL BE IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. M. ALL WATER MAINS AND APPURTENANCES SHALL CONFORM WITH AWWA SPECS. AND STANDARDS. N. BACTERIOLOGICAL SAMPLE POINTS ARE TO BE PER THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER DISTRIBUTION SYSTEM PERMIT CONDITIONS. 0. THE WATER DISTRIBUTION SYSTEM IS SHOWN GRAPHICALLY ON THE CONSTRUCTION PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY FITTINGS TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. P. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651 - "DISINFECTING WATER MAINS'. 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE SOIL ENGINEER'S REPORT FOR THIS PROJECT FROM PROFESSIONAL DESIGN ASSOCIATES, INC. (PDA) AND MEET THE SOIL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE CONTRACTOR'S SOILS ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND PAVEMENT CONSTRUCTION TO PDA GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF PDA. PDA HAS RELIED ON THE REFERENCED GEOTECHNICAL REPORT IN THE PREPARATION OF THESE PLANS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE PLANS SHALL BE REPORTED TO THE ENGINEER/OWNER. PDA ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF THE GEOTECHNICAL INFORMATION. WHEN THE PLANS AND/OR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT CONSTRUE SUCH DATA AS A GUARANTEE OF THE DEPTH, EXTENT OF CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ANY NECESSARY EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED IN THE PLANS TO INFORM HIMSELF OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. 16. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS III. 17. SANITARY PIPE MATERIALS A. PVC GRAVITY SEWER PIPE (4'-15"), ASTM D3034, SDR 35. UNIFORM MINIMUM 'PIPE STIFFNESS' AT FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE INTEGRAL BELL ELASTOMERIC GASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM D3212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS UNI-B-4. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL. THE MINIMUM STANDARD LENGTH OF THE PIPE SHALL BE THIRTEEN (13) FEET. B. ALL PIPE SHALL HAVE A HOMING MARK ON THE SPIGOT PROVIDED BY THE MANUFACTURER. ON FIELD CUT PIPE, CONTRACTOR SHALL PROVIDE HOMING MARK ON THE SPIGOT IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. REINFORCED CONCRETE PIPE SHALL HAVE MARKINGS INDICATING THE MINOR AXIS OF THE ELLIPTICAL REINFORCEMENT. C. PVC SEWER PIPE JOINTS SHALL BE FLEXIBLE ELASTOMERIC SEALS PER ASTM D3212. 18. WASTEWATER FORCE MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE AWWA STANDARD C905 AND HAVE AN APPROPRIATE (DR) RATION. B. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139. JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE PUSH -ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11/C111, UNLESS OTHERWISE CALLED ON THE DRAWINGS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B16.1-125 LB. RESTRAINED JOINTS SHALL CONFORM TO SECTIONS 34.3 OR 34.4. C. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. 19. REUSE WATER MAINS A. REUSE WATER WILL BE PROVIDED BY THE CITY OF OCOEE. ALL DESIGN, INSTALLATION AND LABELING SHALL CONFORM TO THE CITY OF OCOEE SPECIFICATIONS. B. ALL REUSE LINES TO CONFORM TO AWWA STANDARDS (C-900), FOR DESIGN, TESTING, COLOR AND LABELING. REUSE SYSTEM PIPING TO BE LABELED AS SHOWN IN REUSE PIPE IDENTIFICATION DETAIL ON SHEET. C. RECLAIMED WATER SERVICE SHALL BE PROVIDED BY THE CITY OF OCOEE. ORANGE COUNTY UTILITIES WILL NOT OPERATE OR MAINTAIN THE RECLAIMED WATER DISTRIBUTION SYSTEM OR SERVICES. D. BECAUSE REUSE WATER IS AVAILABLE A DOUBLE CHECK VALVE ASSEMBLY SHALL BE PROVIDED AT THE HOUSE SIDE OF EACH POTABLE WATER METER. 20. MINIMUM 3' OF COVER TO BE PROVIDED OVER GRAVITY SEWER MAINS, REUSE WATER MAINS FORCE MAINS, ANT) WATER MAINS. 21. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS, RETENT ON AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE. OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL_ CONDITION. 23. THE CONTRACTOR SHALL COMPLY WITH THE LEGAL LOAD RESTRICTIONS IN HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE. MOVING OF MATERIAL AND EQUIPMENT. 24. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILIY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. 25. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATEQUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER AS TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM THE SITE. 26. EAVEMENT MARKING & SIGNNE A. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THERMOPLASTIC TRAFFIC MARKINGS SHALL. NOT BE APPLIED TO ASPHALT PAVEMENTS WITHIN 30 DAYS OF THE PLACEMENT OF ASPHALT PAVEMENT. B. STOP SIGNS TO BE PROVIDED AT ALL INTERSECTIONS PER FDOT INDEX No. 600 & 17302. C. FOR ALL SIGN DETAILS, REFER TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINSIRATTON, (LATEST EDITION) (ANSI No. D6.1 - 1983). D. ALL SIGNS TO BE SINGLE MOUNTED IN ACCORDANCE WITH FDOT INDEX No. 11862 (70 MPH WINO LOADING) AND FDOT INDEX No. 17302. 27. CONTRACTOR TO 1 NSURE DEPTH OF SANITARY SERVICE FOR LOTS WITH TYPE 'C' DRAINAGE. 28. ALL CONCRETE PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH F.D.O T. INDEX NO. 280 29. EARTHWORK CON;31DERATI,QNS (PER YOVAISH ENGINEERING SCIENCES, INC. REPORT DATED NOVEMBER 4, 2004) SITE PREPARATIOd; PRIOR TO ONSTRUCTION, THE BUILDING AND PAVEMENT AREAS SHOULD BE CLEARED AND STRIP ED OF THE EXISTING VEGETATION (WHERE ENCOUNTERED) TO A MINIMUM MARGIN OF 5 FEET BEYOND THE LIMITS OF THE PROPOSED CONSTRUCTION. THE LINSUITAB MATERIAL GENERATED DURING THE SITE PREPARATION SHOULD BE DISPOSED OF AS DIRECTED BY THE OWNER OR HIS DESIGNATED REPRESENTATIVE. ORGANIC SOIL REMOVE,; SURFICIAL AND BURIED ORGANIC SOIL WERE ENCOUNTERED AT THE LOCATIONS OF RB-7 AND RB-4 DEPICTED ON FIGURE 1 SEE NOVEMBER 4, 2004 REPORT. THE HORIZONTAL EXTENT OF THE BURIED ORGANIC SOIL LAYER SHOULD BE FURTHER DETERMINED. THE EXTENT MAY BE DETERMINED AT THE 11ME OF CONSTRUCTION AND BY PERFORMING TEST PITS. THE TEST PIT OPERATION SHOULD BE PERFORMED UNDER THE DIREC11ON OF A REPRESENTATIVE OF YOVAISH ENGINEERING SCIENCES, INC. UNSUITABLE ORGANIC SOILS ENCOUNTERED BELOW THE BUILDING AND PAVEMENT AREAS SHOULD BE REMOVED IN THEIR ENTIRETY AND BE REPLACED WITH COMPACTED AND APPROVED STRUCTURAL FILL PROVIDED THAT THE EXISTING FILL CAN BE EXCAVATED AND STOCK -PILED SEPARATELY FROM THE ORGANIC SOILS, THE EXISTING FILL MAY BE USED AS BACKFILL. COMPACTION REQUIREMENTS: FOLLOWING THE REMOVAL OF THE EXISTING VEGETATION, TOPSOIL AND/OR BURIED ORGANIC SOILS (STRATA 1 AND 2), THE PREPARED SUBGRADE SHOULD BE LEVELED, COMPACTED AND TESTED (FOR A DEPTH OF 1.0 FOOT WITHIN THE CONSTRUCTION LIMITS) PRIOR TO THE PLACEMENT OF ANY FILL COMPACTION SHOULD CONTINUE UNTIL A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. STRUCTURAL FILL: STRUCTURAL FILL REQUIRED TO ATTAIN FINAL SITE GRADES SHOULD COMPRISE CLEAN SAND WITH LESS THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FILL SHOULD BE PLACED IN MAXIMUM 12-INCH THICK LOOSE LIFTS AND COMPACTED TO THE DENSITY DESCRIBED ABOVE. PAVEMENT AREAS WITH THE EXCEP11ON OF THE TOPSOIL AND BURIED ORGANIC SOIL (STRATA 1 AND 2), THE SUBSOILS ENCOUNTERED WITHIN THE PROPOSED PAVEMENT AREA ARE CONSIDERED SUITABLE FOR SUPPORT OF EITHER A FLEXIBLE OR SEMI -FLEXIBLE PAVEMENT SECTION. IN CONSIDERATION OF THE POTENTIALLY HIGH GROUNDWATER LEVEL CONDITIONS WITHIN THE SITE, WE RECOMMEND THAT SOIL -CEMENT BE SELECTED AS THE PAVEMENT BASE MATERIAL SINCE IT IS LESS SUSCEPTIBLE TO GROUNDWATER RELATED DAMAGE THAN ITS LIMEROCK ALTERNATIVE. FURTHERMORE, WE RECOMMEND THAT THE PAVEMENT BE DESIGNED SUCH THAT A MINIMUM SEPARATION OF 12 INCHES IS PROVIDED BETWEEN THE SEASONAL HIGH GROUNDWATER LEVEL AND THE BOTTOM OF THE PAVEMENT BASE COURSE OR BOTTOM OF RIGID PAVEMENTS. WHERE THIS SEPARATION IS NOT PROVIDED, UNDERDRAINS MAY BE INSTALLED TO PROTECT THE PAVEMENT FROM GROUNDWATER RELATED DAMAGE. O� o 2 30. SUPPLEMENTAL SUBSOIL AND GROUNDWATER LEVEL INVESTIGATION AND EVALUATIONS FOR W I EXCAVATING AND SITE GRADING, THE OAK TRAIL RESERVE DEVELOPMENT, CITY OF OCOEE, FLORIDA Z o (PER YOVAIS14 ENGINEERING SCIENCES, INC. REPORT DATED JULY 31, 2007) SITE CUT GRADING BASED UPON REVIEW OF THE PROPOSED GRADING PLAN PREPARED BY PDA, THE L' PROPOSED ROADWAY RIGHT-OF-WAY AND LOT AREAS WILL BE GRADED AS MUCH AS m m m Q z 8 TO 10 FEET BELOW THE EXISTING GRADE. THE PROPOSED FINAL GRADES ARE m W DEPICTED ADJACENT TO THE SOIL PROFILES ON FIGURE 2, ATTACHED. AS DEPICTED z W > Lu ON THE SOIL PROFILES, THE ESTIMATED PERCHED GROUNDWATER TABLE AND LOW Q v o LL PERMEABLE SOILS WILL BE ENCOUNTERED AT THE PROPOSED SITE GRADES WITHIN y W ( p THE NORTH HALF OF THE SITE. o v Q Q U IN ORDER TO PREVENT ADVERSE AFFECTS OF THE PERCHED GROUNDWATER TABLE ON THE PROPOSED LOT AND ROADWAY AREAS, WE RECOMMEND THAT THE LOW m PERMEABILITY SOILS WITHIN 4 FEET OF THE FINAL GRADES OF THE PLANNED CUT o AREA (SEE HATCHED AREA ON FIGURE 3) BE REMOVED TO A DEPTH OF 4.0 FEET. THE AFFECTED AREA SHOULD BE BACKFILLED WITH CLEAN FINE SANDS WITH LESS W THAN 5 PERCENT PASSING THE US NO. 200 SIEVE. THE FINE SANDS COMPRISING o: STRATA 3 AND 4 SHOULD BE SUITABLE AS BACKFILL THE FILL SOILS WITHIN THE ROADWAY AND BUILDING PAD AREAS SHOULD BE COMPACTED TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOILS MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557). FILL AREAS BASED UPON REVIEW OF THE SOIL BORINGS, A SIGNIFICANT PORTION OF THE BORROW MATERIALS WILL COMPRISE SILTY FINE SANDS (STRATA 5 AND 6) AND CLAYEY FINE SAND (STRATA 7). IN CONSIDERATION OF THE LOW PERMEABILITY OF THESE SOILS, WE RECOMMEND THAT A 2 FOOT CAP OF CLEAN FINE SANDS BE PROVIDED WITHIN THE AFFECTED AREAS. THE LIMITS OF THE AFFECTED RESIDENTIAL LOT AREAS ARE DEPICTED BY THE SHADED AREA ON FIGURE 4. THE FINE SANDS COMPRISING STRATA 3 AND 4 SHOULD BE SUITABLE FOR USE AS THE SAND CAP. UNDERDRAIN REQUIREMENTS ROADWAY; PROVIDED THAT THE LOW PERMEABLE SOILS ARE REMOVED FROM BELOW THE CUT AREAS AS PRESENTED HEREIN, IT IS OUR OPINION THAT UNDERDRAINS WILL NOT BE REQUIRED WITHIN THE ROADWAY AREAS. LOT AREAS: WITH THE EXCEPTION OF THE OFF -SITE BOUNDARY LOCATED NEAR THE NORTHERN SITE ENTRANCE AND PROVIDED THE LOW PERMEABLE SOILS ARE REMOVED FROM BELOW THE CUT AREAS AS PRESENTED HEREIN, IT IS OUR OPINION THAT THE POST -DEVELOPMENT PERCHED WATER TABLE WILL NOT ADVERSELY AFFECT THE LOTS. BASED UPON REVIEW OF TOPOGRAPHIC INFORMATION PRESENTED ON THE VICINITY MAP ON PLATE 1 AND THE PROPOSED SITE GRADING PLAN, IT IS OUR OPINION THAT A PORTION OF THE CUT GRADES ALONG THE WEST SITE BOUNDARY MAY INTERCEPT PERCHED GROUNDWATER. IN ORDER TO MITIGATE THE PERCHED GROUNDWATER TABLE WITHIN THE AFFECTED AREA, WE RECOMMEND THAT AN UNDERDRAIN BE INSTALLED. THE RECOMMENDED LOCATION AND ELEVATION OF THE UNDERDRAIN IS PRESENTED ON FIGURE 3, ATTACHED. A TYPICAL CROSS-SECTION DEPICTING THE PROPOSED LOT GRADES AND UNDERDRAIN PLACEMENT WITHIN THE AFFECTED AREA IS PRESENTED ON FIGURE 4. UTILITY PROVIDER& POTABLE WATER SERVICE PROVIDED BY ORANGE COUNTY UTILITIES, 9150 CURRY FORD ROAD, ORLANDO, FL, 32825, (407) 254-9900 RE -USE WATER SERVICE PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100 SANITARY SERVICE PROVIDED BY ORANGE COUNTY UTILITIES, 9150 CURRY FORD ROAD, ORLANDO, FL, 32825, (407) 254-9900 FIRE PROTECTION PROVIDED BY CITY OF OCOEE, 150 N. LAKESHORE DR., OCOEE, FL, 34761 (407) 905-3100. NATURAL GAS SERVICE PROVIDED BY LAKE APOPKA NATURAL GAS, 38 N. PARK AVE., APOPKA, FL, 32703-4216, (407) 886-1177 ELECTRIC SERVICE PROVIDED BY PROGRESS ENERGY FLORIDA, INC., 452 E. CROWN POINT RD., WINTER GARDEN, FL 34787, (407) 905-3302 CABLE SERVICE PROVIDED BY BRIGHT HOUSE, 844 MAGUIRE ROAD, OCOEE, FL 34761, (407) 291-2500 TELEPHONE SERVICE PROVIDED BY BELLSOUTH, 1227 DIVISION STREET, ORLANDO, FL 32805, (407) 245-3068 PLTY PF OCOEE AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. ORANGE COUNTY AS -BUILT INFORMATION (ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL) A. RECORD DRAWINGS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. 2. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3. DRAWINGS SHALL SHOW LOCATION OF ALL UNDERGROUND AND ABOVE GROUND WATER, WASTEWATER AND RECLAIMED WATER PIPING AND RELATED APPURTENANCES, BASED UPON RECORD SURVEY INFORMATION. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS AND ROAD RIGHTS -OF -WAY. DRAWINGS SHALL ALSO IDENTIFY ACTUAL INSTALLED PIPE, VALVES, FITTINGS, HYDRANTS AND OTHER ASSETS. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL CHAPTER 3 CONSTRUCTION SPECIFICATIONS SECTION 3111: PROJECT RECORD DOCUMENTS AND SUBMITTALS APRIL 15, 2007 SECTION 3111 4 OF 6 THESE ASSETS SHALL BE ATTRIBUTED WITH MATERIALS, CLASS, PRESSURE RATING, SPECIFICATIONS, ETC. 4. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 5. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 6. DRAWINGS SHALL CLEARLY SHOW THE ACTUAL HORIZONTAL LOCATIONS, DISTANCES, AND VERTICAL ELEVATIONS OF THE U11UTY ASSETS. STATE PLANE COORDINATES SHALL BE UTILIZED FOR HORIZONTAL LOCATIONS. 7. DIMENSIONS BETWEEN ALL MANHOLES, SLOPE OF GRAVITY MAINS, INVERT AND TOP ELEVATIONS SHALL BE SHOWN. 8. THE RECORD DRAWINGS SHALL INCLUDE THE LICENSEE NAME AND CERTIFICATION NUMBER OF THE CONTRACTOR. B. AS -BUILT COORDINATE ASSET TABLE 1. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF UTILITY ASSETS AND INFRASTRUCTURAL FEATURES INCLUDING, BUT NOT LIMITED TO ASSETS LISTED IN TABLE 3111-1. "MINIMUM RECORD DRAWING ACCURACIES PER ASSET (WATER, WASTEWATER, RECLAIMED WATER AND EXISTING)'; SHALL BE PROVIDED IN A COORDINATE ATTRIBUTE TABLE. 2. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS SHALL BE BASED UPON THE DATUMS SPECIFIED IN SECTION 2111 'PROJECT DOCUMENTS AND SUBMITTALS': UTILITY ASSETS AND INFRASTRUCTURAL FEATURES SHALL BE PROVIDED WITH UNIQUE IDENTIFICATION NUMBERS IN ORDER TO CREATE A LINK BETWEEN THE PLANS AND THE ATTRIBUTE DATA. ASSET COORDINATES SHALL BE SHOWN IN A TABLE WITH AN ASSET NUMBER CORRESPONDING TO THE PLANS. 3. A SURVEYOR SHALL CERTIFY THE STATE PLANE COORDINATES AND PROVIDE THE COORDINATE ATTRIBUTE TABLES IN AN ELECTRONIC DATABASE SUBMITTAL. 0 li 5: � Z W lu o CD 0 az O U a a v o CD la 0 0 v W(b J m a �0 s x k' H d I^ - c E 0 {i j $ C c J � a� � c � i d w d � $ C r W N i s 0. vW w �_ V. c cq O Q� 0 W W (� J O � W J Q� W W W 0 V V 50 h► V n O N N M O �1 I 00 � o W O Z W WO J o X John P. Smith, PE #63423 LEGEND — - SANITARY MANHOLE y I SANITARY SERVICES (SE00 SANITARY MANHOLE NUMBER =ff— STORM WATER & CURB INLET I DS-00 DRAINAGE STRUCTURE NUMBER , '�, \ �it, " \ \ 'vI" ,,;.,,'% \ " ..,. I'll \ \ _WM— POTABLE WATER k "k \ ""_/ x , '. , _ \ —RW— REUSE WATER , , , 11% I - * —FM FORCE MAIN I. V0, I k, -I"At% 104 e GATE VALVE & BLOWOFF VALVE i ,ll ,% \ s"g. ,,.,,,c � ,�_ .,� �� , '.., , . 1, � , '. 't , ,�, ..'k., ,,� Y — FIRE HYDRANT ASSEMBLY ,�, ��, -,,, ,_ ,g-�, 1� . p� 1.1;�. % y POTABLE WATER SERVICES I "I I I , [_j I REUSE WATER SERVICES B`**,­"-'2`l':*,',R � ., ., , , I :.1, I .. l­:";"Ai`­._­_` I ". ... "(.,, "'D /..",.; "..", N""t- I - R ..... ,; ­­ A e,`-% , 0, \ " :RN\l ` I 1� ".. —1 ,X, j 1.. , ORANGE COUNTY Ill,.I�-_, \I " "I"1" �1 I . I.I 11, -I " . " ,6 %....1.. .." ' I.- - 1.,. SCS SOILS LEGEND 1. \`_ I'll ."I"', � \ , , '7," \,0 , V s ..'� .,., 'Ill, '7 � 's : A .... .., , NO. TYPE /..,..,.;N; ... ., �­,. ­ ; \`3�1,�,0 '11111,. , ..... �.;. l.".'/ ."ll ", 11111. , x '..­. ­-­.,;.,;.,. 3 BASINGER FINE SAND D � ''. 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I , , , . , . ...... .1 , 25' UPLAD ., ... � % ' - � I " I , _ I/ .1 \ -11"UFFER -2" BLOW -OFF "(a AND GATE VALVE FUTURE REUSE MAIN TO BE (WMBO-08) CONSTRUCTED BY OTHERS 2" BLOW -OFF— TRACT 'R' -8"X8"X6" WM TEE NOT INCLUDED NTH THIS PROJECT --FUTURE RIGHT-OF-WAY LINE (WMBO-04) LANDSCAPED MEDIAN 2-8" WM GATE VALVES (WMGV-02, WMGV-0,3) 8X8"X6" WM TEE 1-6" WM GATE VALVES (WMGV-04) FUTURE CLARKE ROAD TO BE TRACT IMF 2-8" WM GATE VALVES (WMGV-20, WMGV-22) 16"X16"X8" RW TEE 1-6" WM GATE VALVES(WMGV-21) CONSTRUCTED,BY OTHERS 10' LANDSCAPE TRACT NTH PLANTINGS 1-16" RW GATE VALVES NOT INCLUDED NTH THIS PROJECT .... .. ... 1-6" RW GATE VALVE DS-101 'IT AND 6' HIGH BRICK WALL .... .. ....... ........ .... . . ....... TRACT 'N' 2-6" FM 45* ELBOWS--,. ... ........ . ..... . . .. . .. . ... ....... ...... ....... ...... . .. .... .... ....... .. .... ....... ....... ....... ....... ....... ....... ... ... ....... ....... ....... ....... ....... ....... > EXISTINGEDGE . ..... .... . ............ ............ ............ ............ ....... ......... ............ ............ ............ 11,1108SON R, D ............ ............. .............. .... . ................ ........ 10' LANDSCAPE TRACT NTH PLANTINGS ...... ........ . ........ . ............. ... . ........ ............. . .... ...... ............. .......... OF PAVEMENT .... ...... V --S ........... .. .............. .. .. ...... . .. .. .. ...... ............. ...... ...... ............. ............. .......... C­RW GATE .......VAL. FE LU AND6' HIGH BRICK WALL . . . . . . . . . . . . . . 6! --R*-GATt VALVES., ............ 10, ............ . ................ ........... 0 Ft K/,� "D==i EA$ T ................ . ....... ....... ........... ..... .. ................... ....... ... ..... - .................... ........ . . ............. . ... ........... . ............. ............... ............. . . . . . . . . . . . . . . . . . . I . . . ....... . ... ........ .... . . .... Ca ........ . . . . . . . ....................... ....... ASPHALT TO BE ING . . ....... .. ......... ............. .. ............. ............. ............. ........... . .............. ............. .................. ............ ... ........... .......... .......... ASPHALT OF CLARKE-HOBSON ROAD - BY DEVELOPER. LLJ LLj LAI LLJ . .............. ..... . ... . ....... ............. ............. ..... ..... ... .......... . ......... . .... . ....... ............................ ................................................. ................... it; ,�; - ; .......... ......... . ....... . - — — - ------- ......... . ................ ... . ..... // ILL. -- - - ---- ---­--­---- - I........... . ........... . . ......... ............. .... ....... 7: ........... tCx EL C:k .... .... ... 4, . . ..... ... ­ ... . .... . ..EDGE OF PAVEMENT — RIGHT -OF -WAY LINE TRACT 'E' .......... Q Cj ........... .......... .................... . .. I....... ........... .... ..... . ....... ............ .... .. . . ...... .. ........ . .... . . .... .......... ...... ..... EXISTIN'G**­: ...... ............ WITH GATE ............... I....... . . ....... . . . . . . . . . RIGHT-OF-WAY . ......... ............... ....... Ca I..... ....... .......... .............. ............. ....... FIRE HY .............. . . . . . .. .. ORANT .............. ............... I-0 (WMFH ) FIRE HYDRANT FIRE HYDRANT (WMFH-05) (WMFH-01) CITY OF OCOEE EASEM LLI 5 7 10 8 cit 2- M ENT 3 TRACT V\ 6� F 5�---EI_gows 2 4 6 9 . . ................... . ........ RIGHT OF WAY I DS-1 21 ST ORANGE TRAIL x SS x O' 16"W WM t 6"Xd": 6" WM TE DS-23 0 6 ........... 6"X6"X6" WM 1 TEE DS-251 3-6" WM GATE VALVES 3-6 MM I�ATE VALVE .......... ........ .............. .......... ............. �2-3-; 4� WMGV­2 F6 fl i(-WMGV-1--3 M­GV: -::l 4;-i WMGV-+5) ........... -11-111,111, ; ............... .............. ..... ...... ............. WM� 3-6`�­WW GAIE; VALVES- W -WMGV V 5 G VALVE TO BE INSTALLED VERTICALLY, AND DS-26 2 % DS-21 WMGV-05, WM 06, WMGV-07) ITA ING VALVE TO BE INSTALLED HORIZONTALLY SS-0 60 (FMPV-O' AND 13ANDONED IN OPEN' ,��ON 12: ............... T . ....... ........ wCw i—ET .. ........ .. 6%`.X6X6" WM ­Tfft DS-201 -01 STR I59 ?W GAT I(WMGV-08, WM 09, WMGV-10) tl,i��",Z-,>,f,,�--:-,--�-,-,,��--,,-.,-..--,.-.-.-� ... ....... ..................................... ....... . ........ I................................... . . ............ I ...................... - ­ ­­ ------- - - ...... t.......... ....... (n Cn 58 ............ III w II DS-241 DS '1 DS-221 I DS-27*1--­-.�: ..................... I "', ?, i r I= 6"XCX6"­­R TEE C IUj ­­ ...... C - ­­ ...... F Ot .................................. ............................. . . .................. t..... ........ RW GATE VALVES 13i x0 RW TEE- DS-48 6"6"X6 1-d" R W GATE �ALVES HYDRAN I 1.,� "I .. *� " 2- 7 -02 to w Z Z 0 :3 'C' -1000 IFIRE T (WMFH 45 . ...... 25 20 0 0 0 --E--: . . . .......... 56 VWX' RW E 0 0 0 U_ w w AGE ....... .... 0 a a Z Z ....... ....... ..... ............. ....... ....... EASEMENT. 2 RW GATE VALVES JDS�431 I)Lr' UKAIN -6 IIDs<-`/ ........ ........ .. ........ . ... .. ... ox I HAIL a > III... ... .. .. ...... ET,,,,,T, A P/­ 0 F ............ .1 .. . .. ... -EgISTING 20"WM PROVIDE 8" GATE IVALVE (WMGV-01) EXISTING 20"WM CROWN ELEV. 95.61 GRADE ELEV. 100.81 I8" WM AIR RELEASE VAL STA 121+49.3-3, 49'R (WMAR-01) TRAO...." FLF 10' LANDSCAPE TRACT NTH P NGS AND 6' HIGH BRIC ALL DS-131 ............ ............ ............. ....... ... .... ............. t-41 141 OS 3 1,.DS-5 III w w -371 AN i a BLOW- OFF I DS`�-511 ....... .... ....... .... 31 1100- RACTi'S' b\GATE VALVE IDS a. It T LIFT STA11ON WMGV— 1 2) .................. 44 26 21 54 47 P I CO 0 a C.0 IDS-36 IDS- to ....... ..... ....... ............. ............. ........ ........ . ... DS-54 . .................................. ........... . ................................. ............ . .. . . . ------------ ....................... I ................ I DS,7- 441 67"RW -AND LIMITS WETL ....... ....... . . ......................................... 15 V 2-6 RW-'G,M VALVES (BY MODICA & ASSOC.) .......... ! 12 Ap LOC6TED QN I51 -29-2007 05 435 PS-441 I DS I43 22 27 E: *d DS-141 52 48 A . ...... ... . ......... ........... ....... ............. ........... ....... ........ . . ..... . .... 1 RW ELBOWJ 1 DS 31 4 90 it............. . ........ .............................. co I... .......... L C . ............. ........ a) ....... ....... 6 -0 S ............... ............... C* x ............ ........... FIRE HYDRANT I DS-341 (WMFH-OE -171 . . . . . . . . . . . DS 9 R IFF .. ...... .. AND G#TE A�/V'E 53 . .. ..... ... 50 .. .... ..... . A I67/94"X4" RW TEE RW GATE VALVES . . .... 1 -!�6 RW GATE VA�Y-E . . . .. . ... ", . . . ...... . I DS-1 61 jar! W ITRACT 49 10' LANDSCAPE TRACT WITH ......... .... . . . ......... 2" BLOW -OF . AND GATE VALV PLANTINGS AND 6' HIGH BRICK WALL (WMb&.,­.01, WMGV-1/1)./ Utilities I.D. ASSET TYPE UTIUT1 ES Assert Coordinates ....... . .. ... . ..... . Number Asset Number Northerly Easterly Elevation ..... ..... ............ ... .. ..... Bench Marks . Horizontal Control ... ... . Ck Depth WATER MAIN SYSTEM WMGV-01 wMUV`_U2 iSystem Gate Valves 0\ WMUV—U,5 ;A 7 0 % WMGV—U4 0 0% wMUV_U0 WMGV-06 IWMUV—U/ 0 7 0 WMGV-09 :A C) WMGV— 1 0 0 WMGV_1 1 WMGV— 1 2 % WMGV-13 WMGV-14 I7- WMGV-15 0 WMGV-1 6 UN- WMGV— 1 7 II WMGV— 1 8 IWMGV-19 I I I WMGV-20 I I I WMGV-211 I I I WMGV-221 I I :P I WMGV-2,3 I I WMGV-241 I I WMGV-251 I I I Located at point of ConnecrioN sydam Blow --off Valves I WM ()—Ol I I I IWMBO-021 IWMRO—wii I IIWMBO-041 ILocated at point of Connscrion! 11 Hydrants I WMFH-01 II WKAFw—n,) I WMFH-031 I WEAFH-04 I WMEH-0 IwmFH—n -ocated at point of Connection! NOTE: ,FORCE MAIN SYSTEM I WATER `ANQ SANITARY SERVICE PROMDED System Pluo Valves I FMPV-01 BY ORANGE COUNTY UTILITIES. I Death -ocated at point of Connection! Top Invert Elevations SANITARY MANHOLES I I Elevaiion I N NE E SE S Sw w NW Uft station SS-04 I IIIqq—n7 I1 n SS-11 I SS-12 I STORM INLET/MH/MES I I 4 ... .... ....... CT 'C,!-I';,, 2 tw a C qq C E 0 IW6 ....... ............. gr . . .............. ....... .................... IL ....................... ........................................ ....... ............. ........ . .................. ........ .................. . .. . ...... ..... C ......... . . 23' DRAINAG 17 RW TE FIRE t(WMFH-04) HYDRANT EASEMEN 6"X6 6 I2-6" R,VV GATE VALVES 24 '32 I 29 C ...................... I S,� > ID :18 i41 ........ .... DS CL I.. .............. ...... . ....... ....... IDS-391 18 -46 ..... ............ .......................... ................ . ... . . ... .......... . ................. .......... C C" IC 4 0 .. . .......... it23' DRAINAG A6EME DS-311 /> > /> 39 19 ............ ............. ............. i ...... ............. ............. ........ . .. .......... x IDS-54 > > > U. 11 DS-401 Cn I DS-301 < C /> ..................... I31 I> > /> 30 ............ . ................ > > < < 32 ............ . ... /> 38 67AN15" WM TEE! 1 I DS-411 ............. > > > > > > 6-! WM GATE VALVES 1> 3. ............ WM."V. 16, WMGV-74.7,1: WMGV:,7,18,) I .... ....... ............ > > > S-1 . ......... INC:( 33 ... . .. .... C, . ........ . ..... ...................... . ...... > > > ....... ......... ............. ....... > > > > . ... . .... . ....... . ...... ..... . . > > .......................... .................. itCL cc ... ... ...... . /> > > > ............. .............. ................... ......... . > ....... .......... ................. ...... .... .......... . .............. . ... .. .. .. . 34 .. . ..... DS-55 TRACT 'A-2' n IDS-421 ........... BLOW-OFF� .... .... tD G ...... ... ... 37 ATE VALVE, LLJ . .... ........ -/O F DS-29 2" BL 7 \A ............ (WM��O�/ MGV-19 35 WALL EASEMENT "AND GA L 10 RETAINING Ck: ... ..... TRACT '1' " ...... . ............... 36 ....... ..... 10' LANDSCAPE TRACT NTH IC),: ....... . ... . IA . ... .... . TRACT OWNERSHIP & MAINTENANCE I DS-461 ........ ...... -571 . ....... . I DS I TRACT DESCRIPTION ACREAGE (AC) OWNERSHIP MAINTENANCE 0 IW N OPEN SPACE A-1 0.395 HownwNF-R's ASSOCIATION HOME ER'S ASSOCIATION .......... A-2 ...... ..... RETENTION OPEN SPACE 1.741 . . . . . . . . HOMEQWNE A!3.$OCIA7I9N HOMEOWNER'S ASSOCIA11ON LLJ 13 DELETED PLANTINGS AND 6 VINA-ELkE . ..... TRACT V HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION WETLANDS/STORM RETENITION/REC 0.760 C UPLAND BUFFER C-1 LAKE RETENTION / OPEN SPACE 4.640 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION T 'A-1 ........ ........... . .... CONSERVATION/RETENTION UPLAND CONSERVATION 3.197 CITY OF OCOEE CITY OF OCOEE ......... CITY OP,.,OCOEE CONVEYANCE 1.699 CITY OF OCOEE CITY OF OCOEE CLARKE 'ROAD CONVEYANCE 2.144 CITY OF OCOEE CITY OF 0= G WEST ORANGE TRAIL CONVEYANCE 0.668 CITY OF OCOEE CITY OF OCOEE H LANDSCAPE AND FENCE BUFFER 0.118 HOMEOWNER'S ASSOCIATION HOMEOWNER*S ASSOCIATION 1 LANDSCAPE AND FENCE BUFFER 0,191 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIAION i LANDSCAPE AND FENCE BUFFER 0.247 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON K OPEN SPACE / WETLANDS BUFFER 1.370 ZMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION IL LANDSCAPE AND WALL BUFFER 0.045 1HOMEOWNER'S ASSOCIATION HOMEOWINER'S ASSOCIATION M LANDSCAPE AND WALL BUFFER 0.198 !HOMEOWNER'S ASSOCIA11ON HOMEOWNER'S ASSOCIA11ON N LANDSCAPE AND WALL BUFFER 0.171 !HOMEOWNER'S ASSOCIATION HOMEOWINER'S ASSOCIATION 0 RECREATION AREA 0.520 iHOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION P WEST ORANGE TRAIL CONVEYANCE 0.166 [CITY OF OCOEE I CITY OF OCOEE N I Q LANDSCAPE AND WALL BUFFER 0.032 1 HOMEOWNER'S ASSOCIATION I HOMEOWNER*S ASSOCIATION Cal I R ENTRY MEDIAN / ROW 0.009 1 HOMEOWNER'S ASSOCIAT10N I HOMEOWNER'S ASSOCIATION I I S LIFT STATION 0.039 IORANGE COUNTY i ORANGE COUNTY TOTAL 19.273 % 1 411 LU I— ALL RIGHT—OF—WAYS IN DEVELOPMENT TO BE OWNED BY THE CITY OF OCOEE. John P. Smith, PE #63423 TRACT '0'--/ COMMUN11Y RECREATION AREA TRACT X� OPENSPACE NOTE: 'AMNON' WATIM AND SANITARY SERVICE PROVIDED BY ORANGE COUNTY UIUTIES. CL 16"Xl 6"X6" RW TEE ZI 1-16" RW GATE VALVES 1 —6" RW GATE VALVE 'R* — — — — — — — — — — — — — — — — — — 4& --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 162RW .... ..... 16"XIS."X6, R . . ............ ............ ..... .. .............. .............. ............. ............. .......... HOBSON R, D .............. ... .. .............. RW GATE VALWES. ...... .... LU ........... ... ..... .... .... .............. ..... . ... . .. ... .... . -VALVES' .. .. ....... . ...... ==c" I(` =R X 0AW7 .............. . .... I .............. .............. — CTN . . . . . . ......... . . . . . . . . ........... .... . ....... ... ..... ca ....... ............ 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(L ..................... .......... ........................ ........... ..................... ......... ........................................ .. ............................... .. .... — --- — ----- .......... ........... . .... ....... . ... . . .............. ....... . . ..... ...... ............ . . . . ....... . ... ... ............. 4__ QW ............. . . . ... .. .... NTH GATE .................... L ... ............ .. ....... .... ..... ......... ........ . ......... ........ . . ..... ca I........... .............. ............. ............... .............. ............ . ............... .............. ............. ............... .............. ..... ... ............... .............. -- ---------- I ............ ............. ............ I -T, A) PAVEMEN 6 LF OF 6" D:IP CLASS 50 RW IN ARE LU 2 7 10 ....... cc VALVE 4 5 6 3 r6l ........ ............ .......... ............... .............. ........... ............... ..... ... .............. ............. ........ .......... ............. ...... ....... .............. . .......... ............. lip ............. .. . ......... ..... ............ 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I f . . . . . . . . . . . . . . . . . . . . . . ........ .... 12: ............ ...... ....... ............. ... . . ........................ . ......... - ---- - - -- --- ......... . ......... STREET 'C' 59 .......... ....... .......... ,05 3"RW' SORW IrRW .............. . . ......................... o elk I . , 100, ............... 5a I%....... ............. ............. . .. . ........ ........ ... oo I1 3 6 RW CATE VALVES ................................. ................................. 6 X6-,'.X6 RW MEEE -XV RW TE . . ... ...... ....... . ................ 1-6" RW GATE �ALVES I2 vo 57 w 0 .......... gn 25 45 0 I0 ....... ..... ...... ............. .......... .. 56 7,0 t —6" RW GATE VALVES 2 .. . ... ....... . ........ ............ .................................................... .......... .............................. ............ ..... . .. . ....... .... . ...... . . ................. ........ ....... 46 . ..... 55 ........ ............. .... 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LLJ OL --ftj . . . .. . 35 . . ... ..... .. 36LZ Lij V) . . .. . ...... . .... ............ " . .. .. ... LLJ iLLJ cr ..... . ... . ........... Lij . . . . . . . . . . . . . . . LQ .......... ... .. . . ... LLJ C) ... . . ..... ............. . . .. .......... . .. ....... ............. ....... ............. .. .... ...... .... ..... .. ...... .. r*94 fn Iva) John P. Smith, PE #63423 ........ PROJECT 04-063 UTILITY P LA N DATE 0210912007 OAK T RA I L SCALE 1 RESERVE "-30' SHEET 07 OF 37 CITY OF OCOEE �I o D 0 E zv "� z ( �-0 a CA ON a z0 -1m -D � c,, D� p to a) Cr - E .� (0- D� 0 - r 14 \ m // ....... ... kk ................... 1 4 v \, yy \\ 1i , AF-4kk ' \ \ ` , FOR CONTINUATION SEE SHEET NO. 08 DATE / ewir/it Axwerhafcq, Arne. Engineers, Planners and Landscape Architects Certificate of Authorization Number. 7107 3191 Maguire Blvd, Suite 190 Phone: (407) 898.1530 FLORIDA Orlando, Fl. 32803 Fax: (407) 898-2644 DESIGNED BY DRAWN BY 06-06-08 PER CITY OF OCOEE CHECKED BY 05-16-08 PER ORANGE COUNTY UTILITIES APPROVED BY DATE REVISION REVISED BY,CADD FILE NAME NAME 07-MASTER UTIL.dwg 16"X16"X6" RW TEE 1-16" RW GATE VALVES 1-6" RW GATE VALVE 2" BLOW -OFF f WITH GATE VALVE : : : : : I ; � : � � Z cv) i I � . - - - - - - - - - - - - - - - � 00 0I� . .­,.....­..... ...­,� ..._....1..1..1..1.-.1....,.;.;..,­.-..�-.., ..-....I;.. ....-.. ..- ...........l....l.... l........... .-..........._ .............................1.. .-1. 1 -.,.- ,. .:',l'l-.,...- ,..�.....P1....... .,, ....'.,......._.,. �,-*.- -.-E.- .-.-.-.--.".,-..-...........-...-K....-..,.-.D...-..,...2........,..,.�,...�._.',:�.',- __._",...'l.,."...,...*�..*...,/..*..-.,-., -:.�.- ............,.,.,.--=lZ -11.11....-­-_ .....-,.-..".."..,.,.,- ,.,.-".."..,.�.:.- -................-......­..1.1...;-...-,..�.....=.... .- ...... ._.,,`.--...'_'.._._..-. ­..-....._..._ ...- ­....­.... ...-..............- .1.1.-..1. .I'.11......... .........",=':...... :::....�"',,­,..).,.,,..'..� ...................�......................................�.................................. � ... ._..." .. :.:.,.,.. 1,-1 . ... . ....�.'....�...........__......... 11-1.1 / ......�.....I " I, �/ : -:�............_ ... ff� ­....._..... ...._... _­.­.......�� :=.. , :.. ,.., -,.� -_..,-,-*-:_..:..........,.".......x... ... ,........... ....,.�'..._'.­.�.�:_.._.�'­. __- .1 ......... 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I L7 . � \' .�\ I !i :i � :i u I-.-- .• . : - .... � I­2a i � 7 �! i :i � CI NC:l 23' DRAINAGE FOR CONTINUATION 1 � n I % n. C4 ",\' . i� - EASEMENT SEE SHEET NO. qk R 411 0 . 611'_"�l I- LLS %­ 20 6 // / /#,? a �-- lw_ j i� , a 8 ai John P. Smith, P.E. #63423 � ............. ............. .... ........ a . ........ • /// ... ......... MIS -w-E-S" Idiom... ..... ...... bx- ........... . . TRACT V EXISTING BARBED WIRE FENCE (TYP.) 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TROUT LAKE ROAD .. .... .. .. .. .. . . ... .. . . . . . . . . . . . . . . .. . . . ............... . . . . . . . .rr„r.................. ........... .......... . . . . . . . . . . . . .......................... 110/111P 11, 1 ............ ...... . .... .................................... .... ............. . ...........T"­"­'.'.'.­"'t'�....................... . ............... .......... . .... . .. . ........ . ............................ ............ ....... ........ ........... ...................... ... ............................... ................... . ............ r ... ........... %7 o ........... . .... ...... ......... .............f. ........... ............... ............. . .......................... ..../ . ......... ............... ..... ................. ............. .. . ........ . . ........... . . ...... ............ .......... .......... ............. ............ .......... —1 F .............. . ............ . ............. . ........ . ........ .......... —1 F .... .......... ........ ... ................... .............. ................. ..... .......... .. ................. ................................... ........ ... . .... 14 .......... . . .... . ......................... ..... ... ....... 15 1 1 1 ........... tA 12 1 % � 1 '.1 < 11 1 16 17 ... ............. 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Smith, P.E. #63423 rnrn rn zx m� �z OO C13 C13 m D ;0 CD rno o* v rrn 40 n O rrnri m ` M c n `. rtn ;0 X *z a 40 ^ O `♦ �m MM T z O z 1- 0 0 a T 0 z 0 zr O's a m 0 1 CD Ln FOR CONTINUATION SEE SHEET NO. 09 0 I Cn vs....... U) 10 Z N 00> R14 OR* iA z D CA N O n v .._.. MO MM zltz 0) W N GI PROJECT if 04-063 U TI L 1 T Y PLAN DATE 0210,912007 OA K T RA 1 T I SCALE 1 RESERVE '-30' SHEET 10 OF 37 CITY OF OCOEE FLORIDA Engineers, Planners and Landscape Architects Certificate of Authorization Number. 7107 3191 Maguire Blvd, Suite 190 Phone: (407) 898.1530 05-04-07 PER CITY OF OCOEE Orlando, Fl. 32803 Fax: (407) 898.2644 L nATE REVISION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CADD FILE NAME NAME DATE 1 10-MASTER UTIL.dwg j . .......... "I�11-1111-11-111-111,11-11-111,111,111I ........... .. ........ . ......... N. k 11 k N11 k % " 'k ...... 4", "N N,N, ' k 'k, N N, NN A. k, N, - - — ------- N. 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U) 0 CD > 0 > 0 N C1 > z z D 0 UiD 00 U -;ZA ) 30 3 wo G) C= U) z 04 (A PROJECT 04-063 GRADING & DRAINAGE PLAN (SOUTHWEST) DATE 02-09-2007 OAK TRAIL IMPA Profevivional Devirpat Ammorhotes, Inn. 06-06-08 PER CITY OF OCOEE SCALE I Engineers, Planners and Landscape Architects I �=30 , RESERVE Certificate of Authorization Number; 7107 05-04-07 PER SJRWMD SHEET OF 3191 Maguire Blvd, Suite 190 Phone: (407) 898-1530 05-04-07 PER CITY OF OCOEE 11 37 CITY OF OCOEE FLORIDA, Orlando, Fl. 32803 Fax: (407) 898-2644 DATF REVISION WOZ N .1-4 NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY By REVISED CADD FILE NAME 11 —MASTER GRD. dwg . T�Z � I , I I — — — — — .® — — — — — — : ." .. 27 - , - ­­ � - : . : q - . . . . $ 1 . -A , - -c ,I : : . I . . -, .. . . , i : . A � .. . N ­__ . . .1., .f , " : - " * " -I .. � I f . . : - ­_� - * . , . . : �� I . ., .": ziN; ,.::'I:. Y * . � * . . z - :., .* ..,......1....`1.._..1... 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"F1 1, / I I 11 / .". / / i I , / "I , ..... . / "11 " y 11 I 11 I I 11 . , / � I I , : // 11 / / I 11 11 . , I ; 11 ; � I , � I ", � I I / / I of ! $ / / 11 I I I I I I I . ­`X, ............ AL AL ',�>/J'l / /// ",", ............ . . (' /""I"", 11 r RECOMMENDATIONS FOR CONSTRUCTION OF POND BERMS THE OAK TRAIL RESERVE SUBDIVISION CITY OF OCOEE, FLORIDA (PN-05—E0774.08) RECOMMENDED CONSTRUCTION ELATED SITE WORK FOR THE RETENTION POND BERMS ARE PRESENTED AS FOLLOWS: 1. THE ENTIRE CONSTRUCTION AREA(S), INCLUDING A MINIMUM MARGIN OF 3 FEET BEYOND THE PERIMETER OF THE BERM SHOULD BE RED AND STRIPPED; REMOVING ALL EXISTING VEGETATION, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 2. UPON APPROVAL BY GEOTECHNICAL ENGINEER, THE PROOF -ROLLED SURFACE MAY BE FILLED WITH RELATIVELY CLEAN GRANULAR SANDS (LESS THAN 15 PERCENT FINES PASSING THE U.S. No. 200 SIEVE). THE FILL SHALL BE FREE OF ROOTS AND OTHER DELETERIOUS MATERIAL AND PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSEAND COMPACTED AS OUTLINED BELOW. AL , . . /.., . ", , .... � ` ` , . ... ..... , ...... ,15: 1 .../ - i ' ,,... , I I I DS""4351 . , . . , I I , , � I . , , - I . \ .. � I - \1 5- 1",tr , \ , .. ... I 3. A SUFFICIENT NUMBER OF OVERLAPPING PASSES SHOULD BE MADE BY THE COMPACTION EQUIPMENT ACROSS THE AREA IN ORDER TO COMPACT THE FILL SOIL TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM -1557). 4. ONCE THE BERM HAS BEEN FILLED AND COMPACTED TO ITS DESIGN ELEVATION/GRADES, APPROPRIATE EROSION CONTROL SHALL BE PROVIDED. 5. A GEOTECHNICAL ENGINEER FROM YOVAISH ENGINEERING SCIENCES, INC., OR HIS DESIGNATED REPRESENTATIVE RETAINED TO INSPECT AND TEST ALL SURFACESCOMPACTED TO DETERMINE THAT THE IN -PLACE NATURAL AND FILL SOILS ARE PROPERLY DENSIFIED AND DOCUMENTATION OF THE REQUIRED MINIMUM COMPACTION CRITERIA CAN BE PROVIDED. 21 `0 lw_ Q 9 I NZ PC �Q_ (n w � Z I �: 04 Lu co Q Q Q wj - uj S! Lu I - o 2 EL Q Q X Q_ Q — Q CJ 1c;( -q 0 >_ ca Q �i 3: uj Q: , , - I — I � I a _,%� r— I I : � " I % , , t . k% � I � ; ".. L&j _..j 1. � l, , , t I . - ` . 1. I t Ll.. I 11 . � I I I . I , . t t � 27 : S i , , I .1 I , " . t I t ,I t � . � . F-� F. 8 4`4 30 , 1, " . . t t I : : t : - ` i \1 GARA , GE = �',,. 8 3. 8 0; q%., a t z 1%( I . : : t : I1,I 1t, .....1. II; l%t ,,.. � : I ; ,-1 I � I:t t � I . - .--I C-,-D __ 0Cj w— . w I— -.WZCo./t�I�,— I`7� - I'j \ %~ u 01 DS�-3311 Z(DS-34 - A <W 283;,� I - t0 F.F.,84.�3 0 r.) - Ljj LLJ -1-7 83It i G�ARAGE..80 4d a FOR CONTINUATION Z uCIUM QUICIMT hit% IA 0 "ft.. 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A ....... ............ . . . ...... 13 15 A"rr ........ ......... .......... A ................. *I A A ... ... 12 91.50 ............ 16 1 17 1 1 F.F. 94.30 18 ... ...... . .... . 14 ­FJF. 90.25 ................... . ..... .. . ..... .... - .... ...... .............. ....... . ...... 94.50 F.F. 90.20 F­ F. 10 F.F. 90.20..................................... 89. - - --- . .................... ....... .... ..... .. ...... ..... .... ........................ ........ . . ........ ... .... ...... .... . ... I ..... ..... ............ . .... ....... I..... ..... ........... .......... ........... ............. .......... . . ...... . ............ . ........ - - -­- --­­------­-----­-----­ ...... ............ ............ .... ......... V�, "1-, 1 V CA DS-361 V, DS-381 ................ ........... . . 12+00 323 ....... . ... .. ... 00 ............. ........... . 32 Cli+ 321+00 +oo STREET !W- 324+00 3 2 6 0 0 325+00 �j toD 6 Ln �p tNO LEA, LT 0 '/RIM 96.3 IN LEVI 8 71. 25 N O� SN, 05' 06 00 opo co /8 00 -371 IDS it iiJ /7- -, ... ........ F I M KIKI ^E" CC tA EMIT ......... ......... .. .... . .......... . .................. ............ A A A A A 1,14II f 10 , ; F.F. 92.30 21 2( 23 "GARAGE 91.8 0 F.F. &8.80 F. F. i;l 0 F. F. 89- 0 F.F.,.".89..30 ............ ...... . ........ . ......................... PRO LOT;;'' PO ... ......... ........................ ViND (DETAIL T 3W JI I �/ L .................... ................... • TRACT 1W F 6" 61 A. FULLY 248 LF 0 JK PERFORATED SMOOTH WALL ........... .................. .......... .... . ............... A.D.S. PIPE WITH FABRICS K A I/ I :.J :: ; S/e .. 4y. CO .......... z "'x . . ........ FxP. 90.80 -23 .................... Co . . .............. GARAGE 90.30 'j,"fDS ............... CO ......... . ..... .......... ............ .... ....... /7 4*� .......... .................... �...........................0_Q -o l"'i A ..A.......... ........... i v" 27 ............ F.F. 84.30 28 ....... .. GARAGE =._8-l'80 ........... 25 26 .......... ................ . ....................... i i dr In Ad" F.F. 85.50 F. F. 84.3 -RAGI 83. f -5.00 A F.F. GARAGE ............. A W. .... .. GARAGE 86.30 ........ G PAR' Y y M, v 8 ..... . c", ......... F,F,,.,,-- 9.30 ............... ...... ......I I..... 'X ............ GARAGE 88.8Q,, Z7, AINAGE1 dLEANbUT �'7 I ..... ..... I. o.Dq-,-311 Rlkf 92. -"-""'EASEMENT ........... ........... INV. 'ELEV.'.g . . .... \ • !; ...... ";77 .. ... . .................. it. s ............ CLEANOUT 3 RIM 85.5 4 +00 cb 422+,0, 412, 1+ 0"' 42-34L 0 0 NV. ELEV. 8101 H H A Ln DS-24.,., ............. 8L 6�; co . ............... . ......... C6 .......... 7 88. CO Ilk 2 ....... n LOCATION MAP r] ............ .......... :> .............. Q CD r U�j Lu ca >. ca co cl Eil Luj L_Qj Z lue a rz Of cl U cn Q Lu 1% Ll \ % 0- C) LAJ c1c CD :,POND 2 A SEE DETAIL SHEET 33 TRACT rAw2 /VS-421STA. 326+71.96. 150.0-L If, I 118n MES W/ANV 76.00-18- RCP M low cl co 6 DO-411 v c c M a W = 50 4,F/6F 18- RCP M c a -i c c A DS-401 If c / C oft IL c c" c to OD A( F.F// 86..20 cn LL c co) 0 ... . .... RETAINING 10' Q i"J WALL EASEMENT .............. A/ C) .......... .......... ........................... 31 F.F.//86.20 4z LLJ .......... . LLJ c V) 32 F.F. 8�,50 ct Q LLJ 00 LLJ Q U.. 00 GARAGE = 87.70 144 LF OF 6" DIA. SMOOTH FOR CONTINUATION FOR CONTINUATION WALL A.D.S. PIPE SEE SHEET NO.12 SEE SHEET NO, 14 I DS-341 o � 4. V Q cl �11 Lu John P. Smith, P.E. #63423 30. All; ic A. ..... t 29t, F.F. 84.30 ;,GARAGE.,,`= 83.80 10' RETAINING WALL EASEMENT TRACT V CONSTRUCT 279 LF OF RETAINING WALL. CONSTRUCT 279 LF OF PVC FENCE ON TOP OF WALL ►PPROXIMATE 00 YR FLOOD ELEV. 76.0) _, cl low Q :E me ccl 0 N 'Z BE c M c .,a IL c 0 c 0 in mN cn c oo Iq Q C) L4j La� � t , Q , CL . .LLJ I . . ... ... .. . ... F-F-1 ........ . . F] Or. LOCATION MAP 0 RIM ELEV 79.00 S INV ELEV 74.77-18" RCP N INV ELEV 74.77-18" RCP 0 r0 0V k //d Z�Y/ John P. Smith, P.E. #63423 98.................... .......... ......._.......... _.. _......................................................................................._. 96............................................................................................................................................................................ ......................... ............................................................................................................................................................................ 78 76 74 72 70 68 66 64 62 60 IDS-121STA. 120+58.50, 23.41 F.D.O.T. TYPE P7 MANHOLE RIM ELEV 79.69 SW INV ELEV 73.47-36" RCP NW INV ELEV 74.67-18" RCP E INV ELEV 73.47-36" RCP 8"X8"X6" WM TEE 2-8 WM GATE VALVES 1-6" WM GATE VALVES IDS-10 I TRACT 'R' 16"X16"X8" RW TEE 1-16" RW GATE VALVES 1-6" RW GATE VALVE 6"X6"X6" WM TEE 3-6" WM GATE VALVES FIRE HYDRANT 129 LF OF 36" RCP IDS-221STA. 121+87.91. 28.9'L ® 0.46% F.D.O.T. TYPE J7 MANHOLE RIM ELEV 79.87 FOR NTIN TION FOR CO INUATION W INV ELEV 72.88-36" RCP SEE SH T N 23 $EE $ ET NO. 16 S INV ELEV 72.16-30" RCP I� f r N INV ELEV 72.16-42" RCP J f; '' � s ' f r `•/.... ,• is STREET •A` !U ..f N; 6"X6"X6" RW TEE 2-6" RW GATE VALVES FOR CONTINUATION 61 FOR CO 4TINUATION SEE SHEET NO. 23 SEE SHEET NO. 20 —265 LF OF 6" DIP CLASS 50 RW (IN PAVEMENT AREA) .............................. ... ..M.1h........A.?.MA...... .... . ....................................... .............. .........................................................,................................................... ...............:........................................ .... ................ ..... .......... ...... ... ................. .............................. .... ............... .�� ................................-.................................../................................................ ........................................................................................................................................................................................................................................................................................................... sr ZttAAaN....... .12 MIN _.,.......................................................,.....................................,...................... ,........ ...... 8».............................................................................. ............ ............... n............................................................................................................................................................................................................................. .... ....W1. ................. ...................................................... 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A - d ............................................................................................................................................................................. 96 c ............................................................................................................................................................................ W H ..................................................................... d ................................................................................................................................................................... 94 o R .......... .................. ................................ ............................... ........................................... .......................................... .......... ........ 92 '� N.� V _ I LLJ IDS-22 90 LF OF 30" RCP----, 00.09% IDS-21 ISTA. 225+60.85, 14.4' L F.D.O.T. TYPE P2 INLET INLET ELEV 80.29 S INV ELEV 72.24-30" RCP N INV ELEV 72.24-30" RCP 00 + cm cm C*A IF -- UA co) ou LU Ar U3 Z 3 co .J UJ ui b IDS-521STA. 225+20.00, 6.0-L F.D.O.T. TYPE P7 MANHOLE RIM ELEV 80.68 S INV ELEV 75.69-18" RCP E INV ELEV 74.78-18" RCP IDS-241STA. 232+19.17, 6.0' L Lu F.D.O.T. TYPE P7 MANHOLE RIM ELEV 84.59 N INV ELEV 78.22-18" RCP IDS-261STA. 228+30.42, 14.5' L IDS-251STA. 229+93.04, 14.5- L S INV ELEV 78.22-18" RCP DS-231STA. 233+13.81, 14.5' L Lu F.D.O.T. TYPE J2 INLET F.D.O.T. TYPE Pl INLET UNDERDRAIN INV. 80.27-6"A.D.S. :x INLET ELEV 79.53 F.D.O.T. TYPE Pl INLET >- co ca %c N INV ELEV 74.62-18" RCP INLET ELEV 81.56 INLET ELEV 86.19 cn N INV ELEV 76.82-18" RCP S INV ELEV 72.05-42" RCP S INV ELEV 80.44-18" RCP u-j Lu S INV ELEV 76.32-18" RCP nXBn :-� E INV ELEV 72.05-42" RCP 6"X4 TEE Q x Q 229 LF OF 18" RCP 92 LF OF 18" RCP FOR CONTINUATION FOR CONTINUATION FIRE HYDRANT- 00.61% 02.41% SEE SHEET NO.17 >- SEE SHEET NO.15 cn 2 ac .... .... . . "A s: 6 7 9 10 ... ........ . .... ... ... /r L -183 LF OF 42" RCP '�7 R-PP b U LF- OF 18" .7 try J, ...... . ........ L 6"X6"X6" TEE 1. 06 %, 0.06 s LF 42" R TREET? WM 64 4\0 0 12 ".L&A k 7- 22i4:�-00 228' '0 229-� .......... 230+00 231 +00 e- H 2,53+00. 234+00 235,�)& 22,rc)+ Ss -�6 L65F 4:i'� RCP cn ss-0 w 16"RW o/ F: S: 77 6"RW 6"R �c. U. UZ) AUAV F= cliz ......... .. . . .......... WI; 6"X6"X6" TEE z w :3 0 0 C.) w LL- , % 13 W ��* ... ........ POND 1 a 0 45 FOR CONTINUATION 25 WETLAND 20 FOR CONTINUATION w w IDS-281STA. 227+85.45, 71.5' R SEE SHEET NO. 19 SEESHEETNO. 17 (L (L �-o TRACT 'S' F.D.O.T. TYPE 42" M.E.S. S-0 W INV ELEV 72.00-42" RCP coo 110, LIFT STATION DS-271STA. 228+30.42, 14.5' R a 0 F.D.O.T. TYPE J2 INLET INLET ELEV 79.53 W INV ELEV 72.03-42" RCP E INV ELEV 72.03-42" RCP Zv a) a) ;6 g C 16 44 c J IL LOCATION MAP rq ..... ....... - ........... . . .... . . - - - - -------- . .... . .......... .... ............ ...................... ... 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I .............. ............................... .. ........................... .... . . . . .................. .............................. ............................... .............................. .............................. . . .. . ............ ................... ..................... .......... I . . ..... .................. .. .................... .... .............................. ....... ............... .. . ........ .. .......... ................. .......... .......... ........ .................. Fill I'll, ............. ....... - 4, d) V I'll, 111,11-11- ............. -11.111,11111,11,11,11-1-1- 11-1.11-1-11-11,11-111, Z,-, r- -1111,11,11,111,11-11-1 .... ...................... . ..... z (a ......... .. . .. ... ........ ..... ........ . ..... . ..... .................. ..... . . . ........ .................. ............................. ............... . . . ......... .............. ........... ..... ............ ................... ........... ......................... . .. ... .......... . . . .. ..... . ............... .. ............................. ...... .................. ..................... ...... . ................. .............. ............... .............................. .............................. ............................... ............................ . .............................. ...... ....................... ............................... .... ........ ............ ... .......................... ...... ............. -1.1e ...................... .. ...... . ...................... ...... . - ................... .............................. I ...... .............. ................... ....... -, ................... .. - .......................... ... .......................... .............................. .............................. .............................. ........... ...... ................. ................. 0 . ....................... .................... ......... ..................... . .. -­ W .................. ............. ....................... .......... * ................... ...... **'****"* .............. ........................... *'*'******** .... ....................... 1-1 .. ........................... 90 . ............... .............................. ......... . .............. cmn .............. .......... -- .............. ................... .. -- .... .............................. .............................. .............................. ........................ ........... . . . ....... . ........ . .......... . .... - - ----- - -------- ... . .... .............................. ........... 36,-ij ..... ...... ....................... ............................... .............................. .............................. ....... ........... .......... .................. ......................... ...... ... ........ ........ . .............. . ........... ............ ... ............................. .............................. .......... ................. .... . .. .................... ................... ............................. .... ....................... ........................ ... . ............................. ............ ................. .............................. .............................. - ....... . .... I ............. ................... . ......... ............................. ............... .............. ........................ - ............................. ........................ .... .................. .............................. ................ ............. .............................. ..................... . . ... ....... . . .................... .... ......................... .............................. .............................. .. .. ............... ............... ..... .............................. ... ... .................... ........................... ............................ ......... ........................ ******"**'*** ....................... ....... ***'* .................. ..................... ......................... I ........... ............... ..... ............... . . . . . . . ............................ . . . . .......... ............ ......... . . ..... . . . . ................ .............. .............................. .............................. ............. ............ .............. ....................... ........................... ............... ................. ...................... ....... .... . .. . ........ . ........................... .... ...... ....................... .............................. ...... ................ .... . .. ..................... ....... ................... --- ....................... ......... ........... ............. ....... ........ ............................. F . ... ......... .............. ........... . ............ ................. ....... .................. . ........................... .............................. ...................... ...... ... .............................. .......... I .................... ............................ ........................... .............................. ............................ oa > ......................... ..... ........... 0_--o ............................................................. .............................. .............................. ......................... . .. .... .............. ................. .......... . ............. ............................ ............................... .............................. .............................. .............................. ...... I ........................ ................... ......... 88 .................. ..................... ...... . . ...... . ...... .... ........... ................ ..... ..................... . . .............. .......... - .... ................... .................. ........ .. ............ . .................. ------ - - - - --- .. . .. . ............. .. . ... . ........ - - - - - --------------- - .... . ................ I ...... . ............................... ............................ Lil ul Lij, : . ........ .... ...... .............................. ..... .............................. ............................... .............................. ... ..... . ....... ........... .......... .. ................ ............................... .............................. .............................. .................. . . .. . .......................... .......................... .................... I .................. .......... ............................... ............................ : . ........ ...... ......................... ......................... ..... ................... ......... .................... ................ . . . ................ . . - . ..... .............................. ........................... 3D 'o, jm, -;44 ............... .............................. ....................... -- .. ................ ............ ............... .......... ........ ... . ... . .... -1-11-11, --- 0.11,11", ............... .11,111,11.1111-1 . ... . ...... . ....... .............................. ........ >,,>,-> - ::o' . . .... oe -1 .................... .......... ........................... .......................... ........................... ........... . . .............. ... ............ ............... t4u .......... . ......................... ......................... .... .............................. ............ ......... ..... . .. ........................... .............................. ............................... ........................ . . . ...... ..... ................. . , ... ..... ....................... .............................. ............................... ............... .. . .......... .............................. .............................. ............................... .............................. .............................. .... ... . .................... ............................... ............ .............. .............................. ............. ........ ................. .. . .................. - . ........... .............. ............ . ......... . . . ..................... .... ............................... - zz .................... ....................... . .... ... ... .............................. ........ ........... . ....................... z 86 ........... ............... ...... ...... . .......... ...... . ...... ........... ...... ................... .... .. ........ .............................. ....................... ... ... .................... ............................... ........................... ..................... ............................. ............. .. .......... ............................ PROPOSED GRADE ...... ................ ........... ..... . ............ . . -1111,111,11, ............... . ..... ....................... .............................. ............................... .... . .. .................... .............................. .............................. ............................... .............................. .......................... .......... ... .. .... .. .. ........ .............................. .. ................... ...... ........... ......... ............... 111-11,11-1111,1111,11,11, ...... ......... ................ .. . ... . .... ......... ...................... ..... ............................. . . ........... .................... .................... . . ...... ............................... . ................... 65.1.1.20 ........................ ... ..................... .... ............................. .............. --- . .. . ... .............................. .............................. ............ .. . .............. ......................... . ... .......... ........... IDS 27-1 ............. ......... .... --j 12"Mit. I .................. ....................... .............................. ............................... .............................. ...... ....................... ...... .. .... . ........ .............................. ..... ....................... .............................. ......... ..................... .. ....... . .................. ...... ............................... ............... .............. .............................. .............................. .... de ............. ....... ......................... . . . ... ......... .. ............................. ............................. .............................. .............. .. ... ...... ............................... .............................. .............................. .... . . . ................... ... ................... ".- .......... . . ......... ... ........... . i4 � 4 ........................ .. 211 .......... .. ...... . ... ... .................... .............................. ........................... .................... ... . ................... ..... ............................... ....................... ...... ......... ................... ... ...................... ........... ................. ........... .... .............. I.DS .................. . . . .......... .. ........... wwi 84 . .................. ........................... ... . ....................... .. . .. . ........... 00, 'AM Ill-1.1-11,1111,16 "I'll", I'll .. ... ... ...... ......... .... ....... . ...... . ... .... .. ........................... . ....... - ............. .......... ........ -,RW ..... ....... ................ . ............. . 11,1111,11,11,11-11.111- 1-1, - I . . ..... . ..... 5.ml> ......... ... .................... . ............................ ... ... .... . .. ................... .............................. .............................. .............. .............................. .............................. ............................. .............................. .................. ........... ................ ... ... ................. " . .............................. ........................... . ................... .................. .................. . .............................. ............................... .................... ......... .. . .... .. . .......... ............... ............. ..... .... .................. ... . . ... . .... .... ............................ ......... ........ . ......... .. ..................... ............................ ........... ........ .................. ....... .................. .... . .......... .............................. .............................. ..... ........................ ... . ......................... .............................. ..... ...... I ................ .. t.- - w . .11,111,111,11, .......... .. .......... . ............... ................. . ....... ............... . ...... 0 . ..................... .. ........... .............................. ................. ............ ................... - - .... .............................. ........................ .............................. ............................... .... ......................... .. . .. - . . . ................ ... ... .................... .............................. ............ . ........... ........... .............................. ..... .................. .................... ......... .............................. .............................. ..................... - ..... ............. ... ............................. ............................ . ... ... .......... ... .. .... . ................... ............................. .............................. .............. ...... .... ......................... ........................... ... .......... ................... .......... ............... ................... ...... ...... .. ........ . .. ..................... ...... .............................. ........... . ............. ................ . .. ...................... .... .................. .......... ............................... .............................. .............................. ............................... .............................. ...... ............. 82 ................... .............................. ............. .......... .......... :Z. ol . . ........... ........ ...... .. . .... .............................. ........ ... . ................ . .......... . . . . . . ..... ....... ........ . . . ............ .1-1.11,11,111, ... . .. . ... ..... rj"Rw ................. ... . ......... .. .......... ....................... ...... ..................... . ....... .............................. .............. ............... ........................ ........................ ..... ............ ................ ... ... .................... ............................... ........................... .. ...................... ....... . ... .............................. .............................. ...................... .. . ..... ........ . ...... . . ....... .. .................. .. ............. .......... . ........... . . ................. .... ............... ........... . . . . �,.R-.qPGS-E-,D- GRAD- E ........................ ... .................. .............................. ........... ... .......... .................... 4 - .. ......................... .... ........................... .............................. .............. . ..... ....................... .......... ...... ................. .................... ...... ......... . .. ..... ................ ..... .............................. .............................. ;;;,� ................. ...... .............................. ............................... ..................... .......... ......... . .......... . ............... ..... ......... ............ .................. . * . ..... .............................. .............................. ............................... .............................. .. ... .......... .... ... .... .... . . ..................... ..... ........................ ..... ........... .............................. ............................... .................. ........... ....... .......... . ..... .............................. .................. ............... --l-Vt R- CT ...... ......... .......... .......... ........... .............................. .............................. ............................. ...... . . ..................... .............................. ........... ................. ... ... .................... ............................... ........................... . . .................... .... . ............ -2 +7 ..................... ....... .... ... v)--W . .................. . .. .............................. ......... ... ............................ ....... .............. .................. ........................... . . .............. .......... . . ..... . .. ..................... ...... .. ........... .. ............... ................... ....... ..... ....................... .. . ..... . ..... .............................. . 80 ......... . .. . . . . . ..... . ... . ........... . ......... . . ... -------- .. . ............ .... ............... . .. . .... . ............. .... . .................... .. .............. ..... . .. .... . ..... . . . ........... ..... ................ . .................... .... . . . .... . .... . ... ............... . .. . ........ ;,w . ......................... .............................. ...... . . ......... . ....... ..... . .............. ........ .............................. .... . . . . . ....... .............................. . .................... ... ................. ........................... .................... .................. .... ........ .. ................... .............................. ........ .. .. ................ ......... .................... .. ............ .. ............ . ....... .............................. .............................. ............ .. .. . .. . .............................. .......... . . . .. ...... . ...... .................. ....................... ...... .............................. .............. ***"* .......... ........ . .............................. ... ........................... * ...... .......................... .......... .............. ........ .... .. ...... . . . ... .... . ............... . ... ........ .. ... . . . ....... . ... . ......... .. . . ................. ...... . .......... . .............. ... ... . ........... . .... R-W ... ........ .. .............. ... . ......................... ... -y-6 WN ....................... .. ........................ ........... ............... .............................. ......................... .... ........... .......................... ? ..... . ..... ­7 ....... ....... ....... -, ............................... ... .. ........ ....... .... . ........... ............. 6'*WM . ... .......... .. ........ 7-6 RW ...... . ............................ .............................. .............................. .............................. .................. ... .. .... ];;; . . . ................... ........................... . . ..... ....................... ............................... ...................... ................... . ......... ....................... ................. ............ I- ........................... .............................. .... . .... . . . ...... .............................. .............................. .............................. .............................. ... .................... . ............................. ........................... .............................. .............................. ......... , . ............. .................. ....... ..... .... ........................ - . ............ .............................. .............................. ... ... .................... .. ... ... -1 78 .................. . .................. ... ...... ........... ................. ................... ....... */ .................... .......... ............... . ....... F . ..... ......................... .............................. ............ . R RC It - -.00l . .............. .... . .. . ..... ............ .. . ....... -- - - - - -------- . ..... . ... ........... 1. . . . . .............................. ... ............ ... ......... ........ ool .. ........................ ............................ ... ... .. . . . .......... ............................... ..................... ........ .... ......................... .............................. ............................... ............ ........... ................. ....... .............................. ...................... .......... ........ . ................ . .... .. . ........ . ....... . ..... .............................. .............................. .............................. .............................. ........................... ............................ ................ ............................. ........ ..................... ......... . ........... ........ .............................. .............. ............... ... ... .................... ............... ...... .......... . ................... ......... . ................... ............ . . ............... .............................. .. .. . . ... . ...... . ............ .............................. .............................. ...................... .......... .............................. . . . . . . . . . .............. - - - ---------- 1-11,1111.1111, .... ... ... ... .... .......... .............................. .............................. ............... ................ ... ............................... .............................. ................... . ... .. . ............ ............ ............. ............. . . . ... .............................. ................. ............. .............................. .............................. ..................... ........ ......... ..................... .............................. .............................. ... ... .. ... .......... ......... . ..... .. L � ................... . 4' ..... ........ .... ................ ...... . . .......................... ...... ......................... ... . .............. .............................. ............................. ............................... ........................... . . . . .. .. .. . .... . ............. . ..... ................. .................. .................. -- ....... ............. .00 r-'---OF f F. C. ........... ......... ......... ................. .......... .............................. .............................. le',"ACP ............. - 9 ----- - . ......... . ............... .. . .......... . ..... . ......... . . . - --- -- - - --------- v ........... ...... ... .................. .......................... ............ ................. ................ ............. ...... 76 . ...... . .. .............. .............................. .. ........................... ......... ..... ........................ .............................. .......... .......... ................... .. . ............... . ...... ............... ..... . ... . .................. . ............. " ............. ....... ............. ...... . ......... ........ . .......... . . . .... ...... . .... . ............... ............... .............. . - .......................... 7 �. 7 : .............................. ... .......................... ......................... ... ... .. . .......... .............................. .............................. .............................. .............................. ......... ..................... .............................. .............................. .............................. ....................... .............................. .............................. ..................... ........... .................. ........................... .................... .............................. I ........... . . . ............. ....... . . ................... .. ............. ... .............................. ...... I . .. .............. ......... ................ .............................. ....... I .................. .. . ................. .... ........................ .............................. ............................. ................ I ............. .............................. ... ... .................... .. . ..................... ................ . . ......... ......... .... ............ . ................ ........................... - . ........ . .. . . ... . ........ .. . . . ................. . ..... ......... ..... .............. ...................... ............... .. .......... -11,11-1-1-1- .......... ....... . ....................... . ......... ........... .......... . .. ................ . . . ...... . ... ... ... ........ .. .................. ....... ....... . ................... .............................. ............................... .............................. ............................ ..... .......... .............................. ........................... .. .......... . ... . ........ .. ........ ..................... ... ......... M ............ ...... ........ .................... ................. . ........... ................... .. .............................. ........ ... .............. . ..... . ..... .. . . . ............. .............................. ........................... ...... ............ . .............................. ........... .......... I ............... ..... .............................. ... ... ......... I ........... .. ... ;w . . ............... .............................. .............................. ....... .................. ............. . ............... ................ ............. ............................. .............................. .................... .......... ... ................... . . .......................... ... ... ... ... .......... ............................... .............................. .............................. ............................ . - ........................... .............................. ......... 74 . . . . ...... ................. a ............. ............................ ........ ** lo-� ............ . .. "I-,,,,,,, . ..... --- . ..... . ........ . .......... --, I-- ............... 4r R-C-P ...... ......... . .......... R 411, .... ......... I ............ .......... ..... .. ...... - ........................... ... ... .................... .......... ............................. - ............................ ....... .ol ............ . ............................ .............................. .............................. .............................. .............................. .............................. .............................. ................. ...... ............................... ... .................... .............................. ... ... ... ... ....... - .............................. ........ ............. ............ ....................... .......................... ......................... .................... ............................ .. ­ ......................... .............................. ...... ....... ....... * .......... -41 .......... V CP= ....... . . .... ........ ........... I ..... . ................... I ............... .................. . .............. .............................. ....................... . . ..., ..... . cp, 11-1- ..... . . ..... . ............... .. .. ................. . ...... .............................. ........................ ................. ............................. .............................. .................... 1.8!t.--RCP-: I ........... ............. . . ......................... .............................. ............................... .............................. ....... ... ....... ...................... ............................... ........................... .................. ................ ............ ................ . .. . ........ .................. ........... . . ......................... .............................. ........ .. ........ ............... ... . ... . ... ...................... .............................. ................ ... .................... ... . ..................... .............................. ............. ....................... .............................. .............................. .... I ......................... .................... ---- . . ............................ .............................. ......................... .... ....................... - .......... ............. .............................. .............................. ... ... ... .......... .............................. . ............ - - ....................... .............................. .................... ...... .................. . . ... .................................... . ................. ... ......................... ..................... . ..... -- . . ....... ..... .......... . . ..... . . .... . . ...... .............................. ... 72 ............... . . .......... ............................ . ........... ........................ 12- - - - ------- V -IRW ..................... I .............................. ................ ...... ................. .......... . .......... . . . ... . .. 717 .......... ............ . . . .... . .... .. ............. -- ........... r-;;�--61, - ............. . ..... ........ ......... ............................... .................... .............................. .... ............ ............................... ..................... .. . .. ..................... .............. ................ .............................. ...... ............. .......... ................. ............. .............................. .............................. ...... ....................... ......... ..................... .............................. .............................. .... I ......................... .................. .............................. .............................. .............................. ............................... ........................... .......... ­­­­ ...... ........ .... .............................. .............................. .............................. ..... ........................ ..... ............... .................. .. ............ ........ ... - .................... ...... .................. I .. ... . ................ ...... .... ...... .......... . .............. . ... ..... ........ . . ..... . .................. . . . .. ............ .. .............. ... .................... . ................. .......................... .............................. .............................. ......................... ......................... .............................. ...................... ....... ........ .......... .......... .............................. ............... ..... . . . ............ . ..... .......... . .................. .................. . ......... .................... ................ .. ................ ........ .......... i .............................. .............................. .............................. ................. ............. ........................... ** .. ............. ................ .................. . ................ .. .............................. .............................. .............................. ..... ................... ... ... . ............... ......................... ........ .... ............... V .............. ... ........................... .............. ............... ............. . ... ... ..... ;i� . . . .............. .................. ........... . . . ....... ................ .............................. .............................. ............................. ........................ .... ................ ........................ .. . . ......................... ............................... ................ ........... 70 . ................. ....... ............... ....... .............................. ............................... ............ ................. .............................. . .. . . . . ....... .. ....................... ...... .. . ............ ...... .. ............ . ..... ... ............................ ....... ............... "I'll 1111,11-11,11,11,11,11- E-fROP S-T RUCTURE-J .......... . .... ..... . ......... . . .... - - - ----- . .. ........ y --, - 1-11,11, . ...................... ..... ........................ .......... . .................. .............................. ........ .................. .............................. ............................... .............................. .............................. ...................... . .. . ................. ........................... ................. . ............................ .............. .... . . .... LF OF- -8-" PVC .............. ............. ... ................... ...................... ....... .................... .......... ........................... ............ . . .................... .. ........... . ...... ............. ............................. .............................. ........... ...... .. . ............... . .. ....... . ........... ... . .... . . . .... ...................... .. ......... - ............... ............................ . ...... ................ . ... ........ ............. .... ....... ......... .......................... ....... ..... . ................ ............. .............................. ............................. ..... . .... . ....... .............................. .............................. .............................. r ---- ............. .............................. .............................. ................... 40U I ....... ............. . ...... ........... ............................... .............................. .................... . . . .. . .............................. ................. . .......... 0 ow.3.0% .............................. ...... . .... .............. ............................... .............................. .............................. .............................. ...................... ............... .............................. ........... ........... ...... ................. . ...... ..... ................... . ......... . ............................ ........... . . . . . ..... ........ .................... ..... .......... .......................... ........ ................ .......... .................... . .......................... . ........................... .............................. ......................... ................... .............................. .............................. ............................. ............................. .................... ... .............................. .......... 68 ..................... . ........... �i ............................. ........................ ......... ........................... .. ........... ............... .......... ............ . . . ......... ... ...................................... ......... . ... . . .............. .......................... . . -11,11,11,11-1-1 ......... ...... ......... . ............................. .................... ......... ................... .............................. ... . . .............................. ... ............................... .............................. . I.I.I.I.I.I.I.I.I.--.1.1-1.1-1.1-1.1-1.1-1.l..-.,.I ... .............................. ........... ................... ........................... ................. ........... .................... ..... .............. . .......... ............................ ...... . . . .................. .............................. .............. ............... .............................. ............. ......... ................. ............. ........................... ........ .1-1-1-1-----, ------------- I.I.I.I.I.--.,.--...,,-,-,-,-,-,-,-,-,-,-,-,-,-,-,.,.,.,.,.,.,.,.I.I.I.I.I.I.I.I . .............................. ... .. ........... .......... ......................... I ............................. ....... 1-l"'I"I"'I"', .............. ............................ .............................. ............... .......................... ............. ......... .............................. ........... ............. . *'********'* ................. .............................. .............................. ... .................. ... I ............... t .11,111,111,111,11, 11:1 --'I'll I ...... . . ......... .. . .. ........... ....... .. .. . .......... . ..... ... . ........ ----- --- .............. ............... . . . ......... .... ...... 1111,11-11,", .... .. ......... .... ..... ------ ............... --'I'll-, .......... ............ . ........... I .................. .................... I ......... .. ........................... ............. . . . ........... ................. I EXISI-iN-G GR .................... ...... ................... .......... .............................. ........... . ................ .............................. .... -- ................... ............... .... ... . ...... . ............ .............................. ............................. .............................. ....... ....................... ......... I .................... .............................. ........................... .. ............................... .............................. .............................. .............................. ............................... .............................. ........................ 1- .. .............................. I .............................. ......... - .................. ............... ........ .............................. .............................. .............................. .............................. .............................. .............................. ........................... 66 .................. ......... .. A DE-------O"�� .......... 0F 821L RW .......... ................. .................. ............... 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I ................. 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 La 74 .................... ..... ........... ...... ..... DS-36 ISTA. 322+73.6,3. 14.5' L F.D.O.T. TYPE P2 INLET INLET ELEV 86.47 S INV ELEV 81.97-18" RCP 6"X6"X6" TEE /-27 LF OF 18" RCP 00.19% .... . ............ 14 16 .......... 'qrkAdf, 17- 15 ............ .. . .. ...... -FIRE HYDRANT L J L J L J L L FIRE HYD "ANT ......... ... . ........... . ....... ........... ... ............. .. ri . ..... 'W -7 e�' RW S11JB OUT 4/ i� S. NTH \6n GATE., VE YqM.9 KM.0 KM,9--, ... .. . .... . . .......... 10 111\" 320+ I 2+c 321+OC 7/323+00 STREEI '13' 324+00 325+ C 10 ss 6" WM 4TU6-OU ........... WITH 9"­"G`XfE VALVE IN, C14 (p M8 .9 MN.9 MN.0 ... ........... . .... 7.,.7.7.7.7.7. 7.7.7.7.7 _-9- .... ............ 'S /e :4 C 6"X6"X6" T�EE FOR CONTINU ATION 10' DRAINAGE 10 SEE SHEET NO. 16 20 21 22 \2 23 2 EASEMENT 364 LF OF 18" RCP IDS-371STA. 322+73.63, 14.5' R 00.21% F.D.O.T. TYPE P2 INLET INLET ELEV 86.47 N INV ELEV 81.92-18" RCP W INV ELEV 81.92-18" RCP VIEO / OF 4,t0j,401,:0 DS-381STA. 326+35.88. 6.0' L F.D.O.T. TYPE J7 MANHOLE INLET ELEV 85.65 W INV ELEV 81.15-18" RCP SE INV ELEV 81.15-18" RCP ...... ........ . ............ ....... ........ ... . .. . ............ .. . . ..... . ..... . .. .................... . .... ..... .................. ..... ................. . .................. ........... .............................. .................... ..... ............. ............................ .............................. .............................. .............................. ....................... ...... .............................. .............................. ............................ . ...... ............ ....... ...................... .............................. .............................. ............................... .............................. ........ ... .............. .............................. ............................... .............................. .............................. .............................. ... 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Vc ............. ............................... .............................. .............................. ........... . .. . ......... ....... . . . . . ...... . ...... ...... .. . ........ . . ............... . . ....... 30- .111, -1-11--.1-11-1-1 .......... ....... ...... .11 00 v . ......... .. ............................... min . ..... i - -m-nn-1 . ..... .............................. .............................. ............ . C­ ... ....... .......... ........... .............................. .............................. .............................. .............................. .................. ............... ... ............. I ......... ...... a . ...... .............. .................... . .............................. I ................. ...... . ..... . ... ................ .............................. ............................... ................ ........... ..... ........................ .......... Pp[NT -;Tjk . 7r, . ............. . . ..... . .... . ... ....... .............. .............. ............. ........... .......... . ..... MiD-PbINT'-PVI ELEV �6.4& ........ ............ ..... ........... -L--OW­­Pb1N-T ..... .................. .............................. .......... . . ................ ............................... ......................... ............. ........................... .............................. . ........................ ..... .............................. .............................. .. ..... . .................... .............................. .............................. ..... .............. ......... . .............................. .................... 0 ...................... ............. . PV� �STTA 326+00­00 .......... . .... . ..... . . . .......... . . . . ........... ...... < _". ..... ....................... (P­­LGW­,PQN­T, PV1 ELE Vw B6,492 . ....... . . ..... . . . .... . ..................... .......................... .............................. .......... ............... ...... ................ 0 ... ....................... ....................... I ..................... n . .............................. .............................. ........................... .. .. ................... . .............................. .............................. ....... . ... ............ .............................. .............................. .. I ....................... .1 .................. n . ...... ............................. .............................. .................. I ........... ....... .................... .............................. ........... .................. .. .............. ............ ........................ 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TYPE J7 MANHOLE INLET ELEV 86.11 NW INV ELEV 81.05-18" RCP SW INV ELEV 79.03-18" RCP E INV ELEV 78.53-24" RCP �___:__444�� r, W a :x I Z °0 A W m W 0 W o >, m Z 3 o m W 0 = v ryW W 0LIZ Q Z C.) U ,_ m W W m o_ . . , . w : rx W Q O 0 lu Ir W a �-_ . i I 1'f.....f..M11j..._ _ -I I, o Q, . , — I Gi _ _I o I a � 0 O 1 ; 0 2 0 co �% J ti g 0 k c s .,, LOCATION MAP x 0 ... o IL 2„ , ............... 7+4.2:43 "" ........ ........................................ ............................... .,,,,,,,. .................................................................................................................................................................................................................................................................. 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Smith, PE #03423 -- DS-14 ISTA. 220+41.52. 22.31 F.D.O.T. TYPE P7 MANHOLE RIM ELEV 88.45 C! WILI C"I C*%1 CA zr. 4 a" oir-m DS-15 ISTA. 221+91.70, 13.21 F.D.O.T. TYPE P1 INLET INLET ELEV 84.81 2" BLOWOFF AND 4" GATE VALVE N INV ELEV 84.35-18" RCP S INV ELEV 80.40-18" RCP N INV ELEV 80.28-18" RCP DS-19 ISTA. 222+97.22, 17.0' L F.D.O.T. TYPE P7 MANHOLE 118 LF OF 18" RCP RIM ELEV 82.22 @ 0.18% S INV ELEV 77.18-18" RCP E INV ELEV 73.42-24" RCP -156 LF OF 18" RCP -111 LF OF 18" RCP N INV ELEV 72.48-30" RCP 119 LF OF 30" RCP 02.53% @ 2.79% FIRE HYDRANT 6"X6"X6" TEE @ 0.09% ......... .... .... ....... 5 5,1 9 6 GY 54 __Z1 L e0k X/6 Or ,:: ....... . . .. .. j T7 6"Wk 6"WM IL 224+00 ?flu uj 5- c" uj 6" 6"RW ca -7 7 F v %% 7` 6 C" A, 51 4 52 IDS-171STA. 522+89.92, 39.4! L F.D.O.T. TYPE P2 INLET INLET ELEV 78.53 LLJ LLJ Lu S INV ELEV 74.00-18 RCP 54 LF OF 18" RCP co 00.19% JDS-18 ISTA. 522+50.99, 6.0' R La F.D.O.T. TYPE P7 MANHOLE 0 LC 04 RIM ELEV 81.51 Q. S INV ELEV 73.94-18n RCP Q. 2" BLOWOFF AND N INV ELEV 73.94-18n RCP W INV ELEV 73.90-24" RCP >_ S-0 S-0 4" GATE VALVE cn ,,,----35 LF OF 18" RCP @ 0.17% 01 ............ 1.1"j ...... Lai ...................... 8 ................. ............... .......... . ..... ..... . ... ....... .. .. ....... ........ . . ... .............. .......... . /A .... ...... ........................ ............. ... /y ................. F= 7 /1 DS-51 /\6- Or "o Y 9 z I f 0 c) Z 0000 ....................... ... % 53 % DS-501STA. 220+75.95, 3.511 tSb:i_u3 FOR CONTINJA-ION S-0 F.D.O.T. TYPE P7 MANHOLE 6"X6"X6* TEE SEE THIS SHEET DS-201STA. 224+15.89, 13.7' RIM ELEV 87.92 IDS-51 ISTA. 223+31.48, 6.0' F.D.O.T. TYPE P1 INLET RIM ELEV 81.98 6"WW' TEE S INV ELEV 82.63-18" RCP looll,\ N INV ELEV 76.15-18" RCP -256 LF OF 18" RCP F.D.O.T. TYPE P7 MANHOLE S INV ELEV 72.37-30" RCP 02.53% RIM ELEV 84.02 N INV ELEV 72.37-30" RCP W INV ELEV 76.15-18" RCP N INV ELEV 76.15-18" RCP FOR CONTINUATION DS-491STA. 119+98.89, 67.8' L SEE THIS SHEET C r% f% T TVDC 0-7 kif AKIUnl C IDS-191 RIM ELEV 92.00 W INV ELEV 82.84-18" RCP N INV ELEV 82.84-18" RCP LOCATION MAP 01 w z /* X y ui f (L ji 00 Nc m-0 /Z (0 '16 XB'�6" TEE <1oo, 51 7S7 e- 268 LF OF 24" RCP DS-16 ISTA. 522+58.72, 41.0' R 00.18% F.D.O.T. TYPE P2 INLET INLET ELEV 78.58 ;6 N INV ELEV 74.00-18" RCP .......... . . . ....... . ..... ............... . ...... ...... . . .............. .............. ........ . ....... . .... . .. . .. . ............ ............. .................... ........... . .... . . . ..... .... IDS::::4Z .. ........... ........................ .............................. .............................. ............................. ................ I . ........... .. .......... 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y�'u� �^��/~ O�� ' � � � � _ r John P' 3rnith, PE �0�4�3 ������ �� � % On A/ Pr v . . .. . 1/op ifs ' pw/ ? %�� -A .................................... ........... . A"", . . ..... . ............. ASPHALT .... .... . .. 0:10/h/b/ y TRACT 'E' CITY OF OCOEE mrsEww—p— ... ................. . .................... ............. . ........ �_ Q O 131 .00 ........................ Zia 0 cm N5 . ................... Lai OZ zu Lm 0 O Cc cri >- cn C13 U) au LAJ cc :�j -4 uj 0 LL. LL CO) (n L-Li C.1c , X IVA in 10 S �C AP�. W LANTINGS M&- AND H K WALL cn t4 Z 0 6 0 cm 7%. cs Z 59 STREET wCw Z Lu 0 Is? CO 58�.�., .�-; ......... ........................... :, IR IDSCNpED STATION LL. CO T1 W 57 w w 0 0 0 56 w 55 46 54 47 30' DRAINAGE 9 EASEMENT C, :E cb elk F. P v ..................... PP, 000 .0 o®r/�R!", X 01 ..... ,- aoe- 50 C to L16 Mc 40 A L 4 c 48 Ql/akll c 52 . . . . . . . . . . . . . . . . . 1100, s % c LOCATION MAP ,..H P 10'LANDSCARE TRACT * �;T PLANTING TRACT PKP wp 4, c 0 PASSIVE AND 6 144 G H BRIC'"ALL (TYP. (A :,,' T ,� RECREATION %:, "„ `""°' .,, -' �� ' /> AREA .... .... 53 T cl) /a LL 50 % D X., I ...... .... . "". c % c) 0 % \Z ,` ... ...... . %Nwl In Q 101 NO' TRACT H % 10DISCAPE TRACT A FH es %\ PLANTIM HIGH BRICK WA-L' 49 -ev N I Q► \-P��, ST ORANGE �6,N G f TRAIL" A qg LQ J TRACT POP C) 0 0 w P COMMUNITY % .... ............. ............. RECREATION AREA LLJ INV "J" 1. \ . ... ..... . V) 15- 0 . \ K., //`` ,f Q) 0A\ AO Q- 0 0 Ld cl . .......... % LLJ 0 Awl ..... . ..... . 0 Alf V tp Q, . .. . . .......... .. ... P.,31T % • .................... .......... . .......... -1.1, .. ......... % 1, ............... . TRACT:•:..... 10' LANDSCAPE TRACT WITH % 0- PLANTINGS AND 6' VINYL FENCE LL. .. ... ... .... . .. ...... .. .. . ALONG THE WEST ORANGE TRAIL t John P. Smith, PE #63423 TRACT 'M' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) Z CLARKE ROAD O cm10' DRAINAGE H EASEMENT OC 0 • 1'c.. 1 [ - i 1) [i 1 1 LI .. •[l. tl :.a la a :'l. •ll [ '.r • :g ~ 11 'i 4Y a ... { .... LI _. . .. t . .• :� . •. . a. :.- , _ rrl .... a. i _ - .... - .. r .. .. 1 .. . 1 ... . [ yr ..• 1 .1`' .. . /: �I � • .. ': •1:.'< 1 ••� . i.. Z_ , ... •.fr. <: .�I• �.r . RI 1 .. .. ! ! t[ [, n.. ,;f.. a: � - .._ . _ .. .. a(''4` - :..�:1' .. ... •1' � .: s % •[It{ _ fin... • . + ' I— W T Zuj --. _ 0 LIJ CCLl. 0 Cc -1 F -1 F -1 F -1 F -1 F -1 F -1 F Us—] I— •?4 4:1 , 1 I I 2 I I 3 I I 4 I I 5 I I 6 I I 7 I I 8 I I 9 I I 10 I -� TRACT 'Q' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) J L_ -I z O N <r: rAl 15' DRAINAGE EASEMENT a O I 12 I Z lu z Luu STREET °C" LU .�.r� TRACT 'K' 1 I I I I I i I I I <5 I 1 I 42 I \ I 5c �23' DRAINAGE I \ EASEMENT I 5t L _ J \\ I 2.1 41 I .Go 23' DRAINAGE / \ EASEMENT 39 38 i 33 \ FOR CONTINUATION SEE SHEET NO. 28 STREET •C' ---] F---7 F ' — — —1 N 32 I 31 1 1 30 ' TRACT 'A-2' POND 2 TRACT V 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' VINYL FENCE W Z J a x 0 ~LLJ J V W O W LOCATION MAP 0 O 0 U O N O o W John P. Smith, PE #63423 �a 10r TY AREA FOR CONTINUATION SEE SHEET NO. 25 A 29 ( � i \ L- - cc y / 23' DRAINAGE \ \/ / / \ \ EASEMENT 39 38 \ / / 33 i TRACT 'C' \ / \ \/ 6�` 10 RETAINING 37 \ \ \ WALL EASEMENT qs35 ON q S/ ('E 36 TRACT 'D' I UPLAND BUFFER TRACT '1' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' VINYL FENCE zk CONSERVATION/RETENTION f : M WALL ALONG THE WEST ORANGE -',� , ' ` "f,r ..f/ mil, '"':�� %'`r,,, i� TRAIL. ;4 ....... i( r` ,f TRACT OWNERSHIP & MAINTENANCE I TRACT DESCRIPTION ACREAGE (AC) OWNERSHIP MAINTENANCE I A-1 OPEN SPACE 0.395 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION A-2 RETEN11ON / OPEN SPACE 1.741 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION B DELETED C WETLANDS/STORM RETEN;lION/REC 0.760 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON C-1 LAKE RETENTION / OPEN SPACE 4.640 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON D UPLAND CONSERVATION 3.197 CITY OF OCOEE CITY OF OCOEE E CITY OF OCOEE CONVEYANCE 1.699 CITY OF OCOEE CITY OF OCOEE F CLARKE ROAD CONVEYANCE 2.144 CITY OF OCOEE CITY OF OCOEE G WEST ORANGE TRAIL CONVEYANCE 0.668 CITY OF OCOEE CITY OF OCOEE H LANDSCAPE AND FENCE BUFFER 0.118 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON I LANDSCAPE AND , FENCE BUFFER 0.191 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION J LANDSCAPE AND FENCE BUFFER 0.247 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION K OPEN SPACE / WETLANDS BUFFER 1.370 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION L LANDSCAPE AND WALL BUFFER 0.045 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON M LANDSCAPE ;AND WALL BUFFER 0.198 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION N LANDSCAPE/ AND WALL BUFFER 0.171 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON 0 RECREATION AREA 0.520 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIATION P WEST ORANGE TRAIL CONVEYANCE 0.166 CITY OF OCOEE CITY OF OCOEE Q LANDSCAPE AND WALL BUFFER 0.032 HOMEOWNER'S ASSOCIATION HOMEOWNER'S ASSOCIA11ON .R....... ............. ............. EN.1RY....MEDIAN ../....... ROW ..... ............. ............ .............0..0.0.9 ............. HOMEOWNER.. S ASSOCIATION., .HOMEO.WNER.'..S ...ASSOCIA11ON ............ ........ S LIFT STATION 0.039 ORANGE COUNTY ORANGE COUNTY TOTAL 19.273 ALL RIGHT-OF-WAYS IN DEVELOPMENT TO BE OWNED BY THE CITY OF OCOEE. LOCATION MAP RACT 'Aml' PASSIVE RECREATION AREA 24 L — /'... 30 I FOR CONTINUATION SEE SHEET N0. 25 L 19 i �— . M All&. TRACT V 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' VINYL FENCE RI = a 3 � O v W Z N w mmm0°z W Z W LLJ W QQ J v WLu 0 W W v 0 0 U W a n 0 4 0 � o �! do r i cl co qj �'. E O Lf. M A C Y r a x CIm O r s N i 13 m� _' r O � i MO — •i Q Q oC O LL J � 0 Q 1-. V) Q �. C) �+.! Li! if ,. O 0 f V � N N W John P. Smith, PE #63423 TYPICAL CROSSWALK MARKING PER INDEX 17346, SHEETS 2 AND 3. 41 12"X8' WHITE CROSSWALK 6' WIDTH Q 3 STRIPE 3' O.C. 2: Q a Lu.:.: ::...... ....,.. »,. » . »»»».,.,r,,,, Q A .... , r..,.: ^..LARK E.....R.^..A D....... : ,... ,,,,r„ , ,,,,, , ,,,,,,,,,,,,,.,. .............. _...... ............. ............. ............. ......,...... C �V ,,,,,,,,ff,,,,,,f N ... .............. .............. ............. ............. ............. ff,,ff,ff,,,, :•,f,,,,,r,,,,.,fff,f .,.,»,»:»,.»»,»:,.f,,,,,,f„»,,,,»»:»»»»,»»,»»,»»»»»»,,,.»»:::,::»,:,..,..:»:»::::»:»:».:,:»:::::,::»,»,»,»,»»,»,»,».»,,,,,.,,»,.,,,f,,,,,,,,, .... .. _ ,,.•• ... .... ... ...... ........................., /' `:. �.• ' �'//'� � - •. +•vtl�:.ii.. r !!r' . ,... J. . .. ,..11r �2.y Ww r• ;•:Y' ..�' <�'•:i: •. /• tF :` t:l•'`!' • ,^.a 4• .�SI"f' .....•.+... ......... , .1i,^• / ,.....f...,......c..... Lu •.J <.i•"' .. STOP SIGN LO f 11ON (TYP.) m o p►��� 24" WHITE STO BAR WLu V Oin Li PER FDOT INDEX: I lo. 600 & 11860 � Q Y 10 G'� 1 2 3 4 5 6 7 8 Q 1c"STOP" SIGN LOCATION (TYP.) a 24" W AITE STOP BAR o PER FDOT INDEX Nc. 600 & 11860Lu N ST SIGN LOCATIO (TYP.) _ a \ 1 12 c1c 1 24" WHITE ST BAR PER FDOT I DEX No. 600 & 1186 STREET •C• T STREET •C• � ♦•Y' � w - -.,. '� n • .fir • , 7 0i ;., .n •T`: j.•: <«: ... .... .. i y.•b«.4'..• •• .. Ate'« r.• 1 ICAL CROSSWAL MA P �.,. , : "` `� —r='� :;; •.h'• u..77 •�a NDEX 17346, SH 3. >• •• .. \ � � / ••—� ' r: 6' WIDTH 13 57 56 f=f%.... 45 r« 20 Z f . o 55 P D r r r r r i :f: 46 :. .,: 14 o .:. m / ! r r r r r r TYPICA CROSSWALK MARKING PER .. I IND 7346, SHEETS 2 AND 3< ~ o • ., 44 26 216 , WIDTH W ( O o • ` i i r r r r r r 0 � o uj cc 15 51 Go 00 4327 22 48IL -1i 52 f:::,... :• aft .6 Aft o � o 16 Aft aa �..:;% 42 �� 23 y...'/. H \ f . �" 28 o l cb 53 ` / x 9'120TYP 17 ' r ARKING SPACE/ '/ SIGN LOCATION (TYP.) — _ TYPICAL CROSSWALK AR <ING PER �� h h �; :,.... "' ''` 24" WHITE STOP BAR 3. J 20 �.' ///'':.• INDEX 17346 SHEETS12 MND INN\,`..:r•., / f 4.1 OT INDEX No. 600 & 11860 6 WIDTH 29 o i �,. !y 24 x H d ,ff - 41 _ ►L ,,, , i c c d .0 r. C 4.1 f` n ,r, r i / r r r r �` C //,. fl: '�` 49 =� 20' DRIVE A SL .�i ////� , 1840 x i r 1 `s i i t r r r ; G e+ \ "��/ € C f... f r i ilki ilk r r r / / a /� / ♦be 39 is H : r r 19 % � i / d Ak > f� % : ' � .ram•' :/ / .f ' �"`'`� s H 30 TA ' i 38 °°� • mod, Ai Xx U. cp 33 "OF 37 p O '0,-211(TYP) "(TYP) w � m � 12' MIN NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY", AND A "FINE SIGN". ALL HANDICAP SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. 2. BOTTOM OF SIGN TO BE POSTED 84" ABOVE PAVEMENT. 3. MAX. 2% CROSS AND RUNNING SLOPE ON ALL HANDICAP PARKING SPACES AND ACCESS AISLES. HANDICAP PARKING STRIPING PAVEMENT MARKING NOTES 1. SEE FDOT INDEX No. 17346 FOR ALL PAVEMENT MARKING DIMENSIONS AND DETAILS. 2. ALL PAVEMENT MARKINGS IN RIGHT OF WAYS TO BE THERMOPLASTIC. RECREATION AREA PARKING LOT MAY BE PAINTED. r Q CL. ~ J CL Q rWr^^ v! `rd Q o� � W ? o Z V � O O V O N M �• O coo � � O N III W O W '' N -r W H t=i1 John P. Smith, PE #63423 LVL CONSMUC71ON POLLUTION PREVEN71ON PLAN WASTE DISPOSAL, INVENMRY FOR POLU.M0N PREVEN71ON PLAN DESMIP71ONi NO WASTE MATERIAL 15 EXPECTED ON-37E. THE MATERIALS OR SUBSTANCES USIED BELOW ARE EXPECTED M 13E PRESENT ON-STE DURING THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF A S7ORMWA7ER RETENTION POND. sTORmWATER .. ............ COLLECTION SYSTEM. WATER. SEWER AND REUSE SYSTEM. GRADING. PAVEMENT AND SIDEWALK. CONSTRUCTION: Z LEGEND AZAM MALIMIAL Z�'Iti,14_1,, I/ Q SOL DISTURBING ACTIVITIES WILL INCLUDE, CLEARING AND GRUBBING: EROSION AND SEDIMENT 1. CONCRETE IT IS NOT AN71CIPAIM THAT HAZARDOUS MATERIALS WILL BE ON-SrrE DURING CONSTRUCTION. IF ANY ...... ...... TION FOR THE SMRMWA7ER POND; S7ORMWA7ER SEVER 2. CONCRETE PIPE CONTROLS: GRADING; EXCAVA PIPE. WATERMAN. 3. FER71UZERS SANITARY SEWER AND REUSE LINE INSTALLATION AND SOODING AND SEEDING. HAZARDOUS MATERIALS ARE LOCATED ON-97E IT WILL BE THE RESPONSIBILITY OF CONIRATOR OR HIS DESIGNATED 37E MANAGER TO INSURE THE PROPER HANDLING OF THE MATERIALS AND COMPLIANCE WITH . .. ......... . . ..... 4. PETROLEUM BASED PRODUCTS TRUCKS a: EQUIPMENT) Q STATE AND LOCAL REQUIREMENTS. SITE FENCE 3. wow . ......... . .. . .. 6. MASONRY BLOCK .......... SANITARY WASTE ........... . . ........ THE TOTAL 37E AREA IS 33.94 ACRES OF WHICH 25.05 ACRES WILL BE DISTURBED BY CONSTRUCTION. LQ IX, LAJ . , . ....... 7. PVC PIPE .......... . .. .... . L ASPHALT SEQUENCE OF ACMM71M ON -SITE PORTABLE UNITS FOR THE COLLECTION OF SANITARY WASTE SHALL BE MAINTAINED 70 MEET .... . ....... M D THAT 00 ................ . ........... LOCAL REQUIREMENTS. THE CONTRACTOR SHALL INSURE THAT LOCAL REGULATIONS ARE Er AN . ......... .... THE ORDER OF ACTIVITIES WILL 13E AS FOLLOWS: SPILL PREYEN71ON WASTE IS COLLECIIED BY A QUALIFIED WASTE MANAGEMENT FIRM. . .. . ...... I .......... SPILL CONTROL PRACTICES .... ...... ............ LATITUDE AND LONGIME OF OUTALL STRUCTURES (17-33E VEHICLE TRACKING: o.11 1. INSTALL SLT FENCE ALONG PERIMETER OF CONSTRUCTION AREA. MATERIAL MANAGEMENT PRAC71CM Z CLEAR AND GRUB AREA FOR 97E CONSTRUCTION A................. IN ADDITION 70 THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE Ad, ............... . A PROPOSED STABILIZED CONSTRU07ION ROAD TO THE 97E WILL BE USED M REDUCE VEHICLE TRACKING PREVIOUS SECTIONS OF THIS PLAN. THE FOLLOWING PRAC710ES VALL BE FOLLOWED FOR SPILL PREVENTION ... . ....... "I/1"V X/", LAT 213' 3W 4a.r N LION -81* 31' 0.5" W 3. EXCAVATE POND AREA AND ROUGH GRADE SIDESLOPES DS-43. THE FOLLOWING ARE THE MATERIAL MANAGMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK Ain' DS-43A.- LAT 28* 36' 430 N LON -81' 30' 59.6n W DUST AND DRY SEDIMENT TRACKING. THE EXISTING PAVED ROADWAY ADJACENT M THE 97E WILL BE CE 4. INSTALL PIPE SY57M M POND. WATER. SEWER AND REUSE PIPES OF SEDIMENTS. THE AREA NEXT M THE STABILIZED ROAD WILL BE WETTED AS NEEDED M REDU OF SPILLS OR OTHER ACCIDENTS EXPOSURE OF MATERIAL AND SUBSTANCES M S70RM WATER R AND CLEANUP. UNOFF. ............ 5. FINALIZE GRADES AND CONSTRUCT ROADWAY cc DS-45- LAT 28' 3r 50.2" N LON -81* 30' 52.5" W INSPECTED FOR EXCESS DIRT. MUD ETC. AND SWEPT AS NECESSARY. ALL TRUCKS LEAVING THE STE Co >_ Cri FINALIZE PLANTING PLAN AND CONSTRUCTION PLANS GOOD HOUSEKEEPING: 1. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL 13E CLEARLY POSTED AND 97E ... . ..... ... ... I DS-54- LAT 211' 3W 4ZIr N LON -81* 30' 54.9- W WILL BE REQUIRED TO BE COVERED WITH A TARPAULIN. PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMA71ON ca 7. REMOVE SILT FENCE AND DRESS ANY DISTURBED AREAS. . ... .. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON-SIIE DURING THE CONSTRUCTION AND CLEANUP SUPPLIES. .......... NAME OF RECEIVING WA71ERM PROJECT. 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL 3:: 71MINO QE CQN7ROL MEASURES STORAGE AREA ON -SITE. EQUIPMENT AND MATERIALS MAY INCLUDE BUT NOT BE UM17ED M a QC -517E POND 1 M ON-STE WE7LAND ON BROOMS, DUST PANS, MOPS, RAM GLDVE% GOGGLErh KITTY UTTER, SAND. SAWDUST, AND PLASTIC 1. AN EFFORT WILL BE MADE M STORE ONLY ENOUGH PRODUCT REQUIRED M 00 THE JOB. LU AND METAL TRASH CONTAINERS SPECIFICALLY FOR 11-E PURPOSE. . .. . .. . ....... -SITE POND 2 70 OFF 37E IROUT LAKE AS INDICATED IN THE SEQUENCE OF ACTIVITIES. THE SILTA71ON FENCE WILL BE CONSTRUCTED PRIOR M at ON 2. ALL MATERIAL STORED ON-STE WILL BE STORED IN A NEAT. ORDERLY MANNER IN THEIR 13L. iz APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR 07HER ENCLOSURE & ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. ', V, USED AS A SEDIMENT TRAP AND THE EXISTING STABILIZED ACCESS ROAD WILL BE INSPECTED PRIOR TO C, CLEARING GRADING OF ANY POR71ONS OF THE SITE EXISTING STORMWAIER POND VILL BE INSPECTED AND CONTROLS-ERMON ANn SMIMENT CONTIRMS 4. THE SPILL AREA WILL BE KEPT WELL VEN71LAlED AND PERSONNEL WILL WEAR APPROPRIATE V, USE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS VALL BE 3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFAC7URER`S PR07EC71VE CLOTHING M PREVENT INJURY FROM CONTACT VAIN HAZARDOUS SUBSTANCE LABEL 5. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED M THE APPROPRIATE STATE OR IZI ................ STABILIZATION PRACTICE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE ... .... . ... THE CONSTRUCTION AC71MIY CEASES PERMANENTLY IN AN AREA THAT AREA WILL BE STABILIZED AS 4. SUBSTANCES WILL NOT BE MIXED VATH ONE AN07HER UNLESS RECOMMENDED BY THE MANUFACTURE& AFTER THE ENTIRE STE IS STABILIZED THE RETENTION POND WILL BE INSPECTED M ENSURE THAT ANY 0 . ......... REQUIRED BY THE PLANTING PLAN APPROVED BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. LOCAL AGENCY. REGAADLESS OF THE SZE TEMPORARY STABILIZATION - TOP SOIL STOCK PILES AND DISTURBED POR71ONS OF THE S17E WHERE 5. WHENEVER POSSIBLF. ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE THE SPILL PREVEN71ON PLAN WILL BE ADJUSTED M INCLUDE MEASURES 70 PREVENT THIS TYPE OF ca . .......... .. ....... CONTAINER. CONMUC71ON ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABIUZED WITH SPILL FORM REOCCURRING AND HOW M CLEAN UP THE SPILL F THERE IS AN THER ONE. tii TEMPORARY SM AND MULCH NO LATER THAN 14 DAY FROM THE LAST CONSMCT10N ACTIVITY IN THAT ACCUMULATED SEDIMENT HAS BEEN REMOVED AND THE SILT FENCE WILL BE REMOVED FROM THE 7. FE DEVELOPM 6. MANLFAC7URERS' RECOMMENDA11ONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. CONSTRUCTION AREA AND AROUND THE DISCHARGE STRUCTURE to EN7`5 STE SUPERINTENDENT WILL BE RESPONSIBLE FOR THE DAY M DAY OPERATIONS AREA. THE SEED SHALL BE A QUICK GROWING GRASS AND SPREAD AT A RATE OF 30 POUNDS PER AND WILL BE THE SPILL PREVEN71ON AND CLEANUP COORDINATOR. HE WILL ENSURE S17E LLI ............. 7. THE STE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER DISPOSAL OF MATERIALS. ACRE. AFTER NG EACH AREA SHALL BE MULCHED WITH APPROXIMATELY 2 INCHES OF LOOSE U) A, PERSONNEL ARE TRAINED AS NECESSARY TO PREVENT SPILLS AND IN THE CASE OF A SPILL MAIN3ENANOWNSPECTION PROCEDURES HAZARDOUS MATERIALS: PROVIDE CLEANUP. MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR INCHES. THESE ARE THE INSPEC71ON AND MAINTENANCE PRAC710ES THAT WILL BE USED TO MAINTAIN EROSION LLJ .......... e . ...... PERMANENT STABIUZA71ON DISTURBED POR71ONS OF THE 37E WHERE CONSTRUCTION ACMM71ES THESE PRACTICES ARE USED M REDUCE THE RISKS ASSOCIATED WITH PERMANENTLY CEASE SHALL BE STABILIZED PER THE APPROVED PLAN. THE BOTTOM OF THE POND WILL AND EFT T CONTROLS. ............. BE SEEDED, THE REMAINDER OF THE POND AREA SHALL BE FULLY SODDED. THE SEC71ON OF PIPE HAZARDOUS MATERIALS. 1. PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. 1. ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE A WEEK AND FOLLOWING ANY SHALL BE INSPECTED TO DETERMINE THE EFFECTS OF TEMPORARY SEEDING AND SHALL BE STABILIZED M STORM EVENT OF 0.5 INCHES OR GREATER. MEET THE SEEDING SPECIFICATIONS PART OF THE CONSTRUC71ON PLANS AND SPECIFICATION. I ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT Z ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY. IT PRODUCT INFORMATION. WILL BE INITIATED WITHIN 24 HOURS OF REPORT. V 'k, PROMDE SILT FENCE ALONG STRU07LJRAL PRACTICIES LOCAL AND STATE 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE 3. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS! OR ENfIRE LIMIT STRUC110N HEIGHT OF THE FENCE. RECOMMENDED METHODS WILL BE FOLLOWED. OF CON A SILT FENCE WILL BE CONSTRUCTED ALONG THE PERIMETER OF THE CONSTRUCTION AREA. . ....... . . SILT FENCE THIS WILL KEEP SEDIMENTATION ON -SITE DURING CONSTRUCTION. THE INLET STRUCTURES M RETENTION 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT. WARS. M SEE IF THE FABRIC IS SECURELY ATTACHED M THE FENCE POSM AND TO SEE THAT THE FENCE POSTS ARE FIRMLY ON PRODUCT SPECIFIC PRACTICES POND SHALL ALSO BE PR07ECIM NTH A HAY BALES OR SYNTHETIC BALE OR BALE TYPE BARRIERS M THE GROUND. KEEP THE SEDIMENT OUT OF THE POND. OF THE 5. THE SEDIMENT TRAP WILL BE INSPECTED FOR DEPTH OF SEDIMENT. AND BUILD UP SEDIMENT VALL PETROLEUM PRODUCTS. BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPAC17Y OR AT THE END JOB. ALL ON-97E V041CLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE STORM WATER MANAGEMENT 6. TEMPORARY AND PERMANENT SEEDING AND PLAN71NG WILL BE INSPECTED FOR BARE SPOT% TO REDUCE THE CHANCE OF LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED ........... ...... STORM WATER DRAINAGE WILL BE PROVIDED BY THE PROPOSED SYSTEM OF INLETS, PIPES AND SWALES WASHOUrh HEALTHY GROWTH AND COMPLIANCE WITH THE ST. JOHNS RIVER MD REQUIREMENT& CONTAINERS WHICH ARE LABELED. ANY ASPHALT SUBSTANCES USED ON-97E WILL BE APPLIED 'K FOR THE STE AREA. THE ON-91E AREA WILL DEVELOP A RETENTION POND DESIGNED TO HOLD THE 7. A MAINTENANCE IKISPEC71ON REPORT VALL BE MADE AFTER EACH INSPECTION. A COPY OF THE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS REPORT FORM 70 COMPLETED BY THE INSPECTOR IS ATTACHED. REQUIRED POUIJ71ON ABATEMENT VOLUME THE DRAINAGE SYSTEM HAS BEEN DESIGN BY A B. OWNER OR HIS DESIGNATE WILL REPRESENT THE OWNER AND CONTRACTOR OR HIS DESIGNATE FERTILIZERS: C17Y OF OCOEE AND ST. JOHNS RIVER WATER PROFESSIONAL ENGINEER IN ACCORDANCE WITH THE ............ MANAGEMENT DISTRICT REGULATION& APPROVAL AND PERMITS HAVE BEEN SECURED FROM THESE WILL REPRESENT THE CONTRACTOR IN FILLING OUT THE INSPECTION REPORTS AND MAKING THE AGENCIES. THE POND HAS BEEN DESIGNED TO MEET WATER MANAGEMENT POLLUTION ABATEMENT NECESSARY MAINTENANCE CORRECTIONS RESPECTIVELY. FER71UZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FER71UZER VALL BE WORKED INTO THE SOL TO LIMIT EXPOSURE M VOUUMF, STORAGE REQUIREMENTS AND DRAWDOWN REQUIREMENTS. IT IS EXPECTED THAT THE FOLLOWING NON-57ORNIVIAIIIER DISCHARGES WILL OCCUR FROM THE STE STORM WA7EIL STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS 61 96 DURING THE CONSTRUC71ON PERIOD. OF FER71UZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC SIN M AVOID SPILLS. (3: E­ . I .......... t 1. PAVEMENT WASH WATERS TO SETTLE DUST AT THE STABILIZED ENTRANCE ROAD. CONCRETE TRUCKS- Z UNCONTAMINATED GROUND WATER (FROM DEWAIMING EXCAVATION). W . ..... . .. W A X 6 001, 0 CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM 0 ALL NON-STORMWAIER DIS04ARGES VALL BE DIRECTED TO THE SEDIMENT TRAP. WASH WATER ON THE STE. O'� 01 ;41A , -, - i r/, . .. .... ... ..... -1. VGr;,P " . , /,0?,. �1__.k­��5?� W LOCATION MAP ................. . 0 ................ .............. ... ...... ............... ..... ......... .... ...... ................... / . . . . . . . . . . . . . . ........ . . . ....... 0 . ............ z 0 ........... . . . ... . ........ 0 ...... . .... .......... . .... g, - ----- '­ "M ..... ............. ................ ......................... ........... zo .. . ... . ............... 411"1!, .......... _.1 ........ . . ... ............... . ....... ... . ... ....... ... . .......... 00, . ... .... . ... .... . . ......... rIGH 15ASIt4 ..... ......... .. ...... . ........ W 0. ............................. '10k 0 . . ..... ........ .... 0 XJ .................. . ... ....... 0, EROSION CONTROL PLAN 0 .. .. .... . ... ---- :X ............. C t f An erosion control plan shall be conducted by the Contractor and Contractor shall execute all 4. Areas opened by the construction operations and that are not anticipated to be dressed Zo �i,-'15-RCK X ....... ... . 3. res necessary to limit the transport of sediments outside the limits of the project to the sl�� �0 . ........... me0su and receive final grassing treatment within thirty days shall be seeded with a quick ­. "k *­.1_::::Z:�',:::::: . . ... ....... . ........ ..... .......................... . .......... . ............... .......... . ............ i6­­7; . ..... ... . . . . ..... . . . . . ..... . . . . . . ..... . . . . . . .... . . . . . . . . . . . . . . I .11.iiii ...... .. . Ing prior to the commencement of construction. This i I provide an early cover during the season In which it ing grass species which wil volume and amount as that are existi 91 .1 ............. ........ . .... P ............ z .............. *:.I a N & growl............. �./ o 7 95 ............. ........................... . ........ ... ....... . ............... ......... .......... %t %gCJ 00 tru N� :4 : __.5- , , ::­ ;�.. ction period. Provision must be made is planted, and will not later compete With the permanent grassing, The rate of seeding condition will be satisfied for the total anticipated cons 01 99 17: 0 102-24, ....... ... 0 ................... . ............ . as In ...................... ..... .......... ......... ................... ...... ..... ............................ I .... ........... ........... ....... ;: ... ......................... ................. - ---- ........... ............. ...... ... .. . ........ ... .. . . . ..... d I .......... 5. Slopes steeper than 6:1 that fall within the category established in 4 above, shall . ... .. shall provide hay balls. alit borders, temporary grassing, etc. as required to fully comply with 0 Q -7b % ................. .............. .......... ............. .............. :.e ........................... . . . .................... 7 . . ........ 11111111111111111­._!� .................... /� the intent of this spedfication. All silt fences and other sediment erosion control measures . ... ......... r ............. 40-%, % J, N, R 11IM" D pattems, etc. required to meet this provision throughout the life of the construction, Contractor ..... ...... ... ......... ............... . .. .................................. ....................... ..... to preserve the Integrity and capacity of check weirs, sediment b Ins, slope dro s, grodIng shall be 30 1b. per acre. a L "31t, 95A BI 91 /1�2 26 >0 _--_-_--- - - ----- - . ........ ......................... ..... .... . additionally receive mulching of approximately 2 Inches loose measure of mulch material ............. . ......................................................... . ........... MO Ii. E cut into the sol of the seeded area to a depth of four inchem /M ion and maintained through construction. 6. The seeded or seeded and mulched area s shall be rolled and watered as required to No excavated materld shall be stockpiled in such a manner as to direct runoff directly t . ..... , ry ... . ....... . .... ........... �7 ... .. .. .. .. assure ... ............................. 4-4 optimum growing conditions for the establishment of a good grass cow. N& off the project site or into any adjacent water body or stormwater collection facility. 0 \,9- ........ ..... . are to be in place prior to commencement of oonstrucil ............ ............. 1�: ........ ...... ............ ......... ...... ............ ............. .... . % % ii� -25 7 ..... ....... . . . . . . . . . . 7. If. after fourteen days, the temporary grossed areas have not attained a minimum of 757. 2. The Contractor shail provide FDOT type Ill silt fence around the perimeter of the good grass cover, the area will be reworked and additional seed applied sufficient to if /I construction area. .............. . . . ..... >I cb ­0 ID2 7- QO .... ............. ........ ........... ............. z % ........... ...... ........ . ....... establish the desired vegetation cover. DD A VS % _n .. ...... . . ....... 3. Inlets and catch basins shall be protected with synthetic bales to conform to FDOT standards K 1; - J/ A' do, % LO ... . ......... EN RE UNIN OF "CONSTRU0110 & All features of the project shall be constructed to prevent erosion and sediment and shall g, wt­�: , from sediment laden storm runoff until the completion of all construction operations that S, ...... be maintained during the life of the construction so as to function propery without the �6 0 ........ may contribute sediment to the Inlet Upon completion of the Infrastructure, Erosion . .. ........ Control measures at the Inlets will be required to prevent dirt and debris from entering Aft (5 Y ............... ................... tt% V the storm sewer system during construction of the home& 9. Silt border and Inlet protection shall conform to FDOT Index 102. A. C 0 % `8 6, ;Y 5 \T R A CT Pl I transport of sedliments outside the limits of the project. 57 /5 _61 /t; " .......... .......... % 161. "0 tt Al %j t'. -op ................... M ............. V,5 i ,Z:: 1, it J-4 % -0 ........... > C_ M 0 0 X. Z N. t < ton > OD 0 . > t V"'!? 0 t A, i3t. OV. :36 U 'b _J L2................... ......... � ............ . 5 �7 Al 10. Contractor to submit Erosion Control Plan to the City Engineer and receive approval IL prior to the pre -construction meeting. jz� ................... .... . I ........ ... A; C ........... .. ....... ............. ...... ..... ............. Princiold Post PosItion (Canted 20a Toward Flow) 819 Post Options: ................ f2l' Dia. Softwood 21 ........... .......... ........... ................. ......... ....... ... . _4 ftwood 2'1x4" so Dotionalpost Positions 05 Hardwood IY2 IY2' 8 0 . ................................. SteeIL33 lbs.Ift. .... ... ........ all ..... . .. . . ... IM R ',z ............ . . ............. ............. G . 0-I-.", 0/1 CL .................... J t 61 Max. 5 - . ... ... ......... . .... - - --__- ........................... FlIter Fabric .............. ................. ......... . M-, . ....... . ........... ......... ...... !4� /6// 0) (In Conformance W16 R90 ISec. 985 FOOT Spec. C 40 Filter Fabric ,J­ 2: 2 2' .......... .......... . ................ . . ............... ............... .... ... . . . ................... ... . .. .... . . ................. pr I (D .... . .... ... . ... C 571t Flow 'PI".., .. ........... ........ . . ................. ............. P� 6, t.: .. ........ 46Q. .., ",I M ... . .... ...... . 0 M .......... ........... .............. ..... .. C ..... ....... My, --- - - - - - - - - - - - - -- 4,1 .............. ............ ... b C:,; EL E VA TION SECTION % TYPE 111 SILT FENCE ca ............. . , ii� , �k . . . . . . ..... . .. . W'. LL J. . ........ :., NO TES FOR SILT FENCES 0 151 1 IM L Type rII Silt Fence to be used at most locations. Where used in ditches, the spacing for 4,"! ..... . .... Type r1I Sf1t fence shallbe In accordance with Chart 1, Sheet 1. F, co ;Illy 2. Type IV Silt Fence to be used where large sediment loads are anticiaoted. Suggested use C 6 A Is where ffilslope Is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained water may back Into travellanes or off the right of way. ... ......... .......... .. ............ .. .... ..... CC, 0 J. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be at upiand locations and turblofty barriers used at permanent bodies of water. 4. Where used as slope protection, 517t Fence is to be constructed on OX tongitudmil grade to avoid channerizing runoff along the length of the fence. ;> 0."! $61 ............ ...................... . . .............. 0 i 1. ............. 5. S11t Fence to be paid for under the contract unit prfca for Staked Silt Fence, (LF). . .. ................. - , ­­­ 'i **********­**­**­­* M'. t­- - --- - ............. ............. .... 11 ........ ... ........ .. ........ .......................... . ....... Q 0 U ide walk 0 J RISER t [Ditc 0 Q) LA� 81 & Gutteri 9 Curb & Gutted CP % U A FS t 20,11'. S i79 -. 0 166i 48' Temp. wo Y LLJ V .......... ......... 80 0. t. .......... 5 , 0i, Drair . . . . . "--Rock Bogs Rock Bags PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET X", V/ i 1.5 LLJ % ,9 X PROTECTION AROUND INLETS OR SIMILAR STRUCTURES _Q 132.0 ...... ..... q". ....... . .... t /0-111 q 6 ....... ..... ............ i?1Q 8i NOTES FOR SYNTHETIC BALES TYPE BARRIERS A .... ...... A Z ON ON L Type I and rl Synthedc Barrier should be spaced in accordance with Chart 1, Sheet L 0 A 2. Synthetic Bales shaffba trenched J" to 41' and anchored w1th 2-111 x 211 (or P dta.) x 4'wood ­6 1 .. ............ 7 N stakes. Stakes of other materialor shops providing equivalent strength may be used if approved % 7948 by the Engineer. Stakes other than wood shallbe removed upon completion of the project. /A` .... ...... appro J. Rd9s and posts shallbe 2" x 4" wood Other materials providi*ng equivialent strength may be used if C ved by the Engineer. ....... ............ . . % 4. Adjacent bales shollbe butted firmly together. 7 t -P4 0 LL1 5. Where used In conjunction with s#t fence. bales shallbe placed on the upstream side of the fence. CL y LQ t h ("J" 6. Bales to be paid for under the contract unit price for Synthetic Sales, LF. 7he unit price shollInclude ...... ... the cost of Aiter fabric for Type I and rl Barriers. Sandbags shallba pold for under the unit price % t . . . .. .. .. .. for Sandbaggkig. CY. Rock bags to be paid for under the contract unit price for Rock Bogs, CA 04 t i U R 0 4, t/ it )< r. 51 . ........ . At a", X IM ZIA. A -Z 0C .. . . ........ ... t t N/ t FENdtt, ALONG 'M "A" "nON.. Q ,-ONSTk&C ox 1 i !SRITI vi, Al" 0 .......... I 4�N­ A i '0 0 �4: .0 t 1�"F At N 04 % ................. P C 00 21 La I- 1W J tj - Ac z I a �g 3i John P. Smith, P.E. #63423 ............ .... ............ .... ............. ... . ..................... �­, . ...... ­­ . ....... �-- ........ .. ....................... t , .......... ... ........ ....................... . ..................................................................................................................................... ...... ........ ::S .. .............. t .............. .......... �,­­ ......... 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Smith, P.E. #63423 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: April 15, 2007 SINGLE FAMILY RESIDENTIAL UTILITY PLAN FIGURE Al19-1 TYPICAL WATER DATE: April 15, 2007 BEDDING AND TRENCHING -TYPE A FIGURE A101 DATE: April 15, 2007 BEDDING AND TRENCHING - TYPE B FIGURE A102 DATE. April 15, 2007 MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FIGURE Al 16 ( ) - WATER, WASTEWATER AND RECLAIMED WATER MAINS LOTS (TYP) TRENCH WIDTH VARIES FINISHED GRADE W/ SIZE OF PIPE TRENCH WIDTH HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED POTABLE RECLAIMED SAN SEWER (SS) STORM SEWER ACCEPTABLE \ VARIES FINISHED GRADE UTILITY WATER (PW) WATE 2 (RW) GRAVITY & FM) 2" BLOWOFF \ _ LL i : \ ZLU OZ LU COMMON FILL /C/�\y 1,.-5:...,:• ..:•: _ I- \\i\�\, - I PIPE O.D,' .> .. 12" (TY % / i Uj INITIAL w w BACKFILL �z SELECT COMMON FILL HAUNCHING "W M BEDDING MATERIAL ` / LU ~ BEDDING z l (SEE NOTES & 8) UNDISTURBED EAI2TH NOTES: II 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-1 80. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO.57 AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5, WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. APPENDIX A DATE: April 15, 2007 STANDARD DRAWINGS THRUST COLLAR (150 psi) WATER AND RECLAIMED WATER MAINS TRENCH _ GENERAL FIGURE Al05-1 #4 BARS ALL AROUND (MIN 2" CLEARANCE m + AROUND PIPE) >;- 9" MIN (TYP) _ A _ I-T TIE RODS INCLUDING NUTS AND WASHERS 4" X 4" X 1/2" STEEL (SEE SCHEDULE BELOW) BEARING PLATE C MECHANICAL r (TYP) JOINTS #4 BARS 0 ) UNDISTURBED F"! ENCASE TIE RODS IN D (9'-0" MIN) _ EE TRENCH DETAILS 1-1/2" PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: ( SCHEDULE OF DIMENSIONS AND MATERIALS 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. PIPE SIZE DIMENSIONS (FT.) TIE RODS REQ'D 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI. (INCHES) A B C D DIA. NO. 3. BEDDING, BACKFILL AND COMPACTION ( 6 2.0 2.0 1.0 3/4 2 SHALL BE AS SPECIFIED ELSEWHERE 8 2.5 2.5 1.0 3/4 2 IN 10 3.5 3.0 1.0 3/4 2 THE STANDARD DRAWINGS. 12 5.0 3.0 1.0 3/4 2 4. ALL FORM BOARDS SHALL BE ( 16 6.0 4.0 1.5 3/4 4 REMOVED ( 20 8.0 5.0 1.5 314 6 PRIOR TO BACKFILL. 24 9.0 6.0 1.5 3/4 8 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETW EENTBBE PIPE WALL NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF AND THE THRUST COLLAR. z000 LBs/sF solL RESTRAINT BEARING. 6. DESIGN PRESSURE: PSI. FEBCO 805Y BACHFLOW PREVENTER OR APPROVED EQUAL. /SCH. 40 GALVANIZED PIPE & FITTINGS. 2" DR9 POLY a PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30" ABOVE GRADE -2" DR9 POLY 2" CORP. STOP -DOUBLE STRAP SADDLE I /�2" CORP. STOP ,-PROPOSED WATER LINE EXISTING TIE-IN VALVE MUST BE CLOSED AND WATER LINE REMAIN LOCKED. CONTRACTOR TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY COUNTY PERSONNEL ONLY. W/ SIZE OF PIPE \ .. J .. U. N U O \/ = LU w SEE.NOTE- 4.':... z COMMON FILL r. \ I PIPEO.D.` cn 12" (TY j INITIAL H y BACKFILL O SELECT COMMON z -! FILL \ LLJ w UNDISTURBED EARTH / \ HAUNCHING „ (SEE NOTE 3) ✓�%\Y�Y�% NOTES: 1. INITIAL BACKFILL AND HAUNCHING: 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. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. DATE: April 15, 2007 FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN HYDRANT BARREL APPROX 7.5' X 3.5' AND CONCRETE 6" THICK CONCRETE REINFORCED WITH CONCRETE FIBERMESH SHEAR PAD VALVE BOX SIDEWALK I _ T TO 5' I CURB o ROAD ji COMPACTED BACKFILL CONCRETE ANCHORING TEE VALVE NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5" FROM THE TOP OF THE SLAB. APPENDIX A STANDARD DRAWINGS DATE: April 15, 2007 WATER AND RECLAIMED WATER SERVICES (TYPICAL) METER BOX STAKE SIDEWALK GRADE PE TUBING CENTERLINE STANDARD ROADWAY CURB SIDEWA �30" MIN CORPORATI STOP GENERAL FIGURE A120 NOTES: 1. DRAWING NOT TO SCALE. 2. SERVICE BOXES FURNISHED BY UTILITIES. 3. METER SHALL BE INSTALLED ON R/W SIDE OF THE SIDEWALK, 4. MINIMUM SEPARATION BETWEEN CURB AND METER BOX AND BETWEEN METER BOX AND SIDEWALK. 5. CONTRACTOR TO LOCATE CURB STOP BY PLACING A STAKE (2" X 2" SQUARE AT 24" ABOVE GROUND) TOP PAINTED WITH THE COLOR OF THE UTILITY SERVICE AND WITH THE LOT NUMBERS IT SERVES. DATE: April 15, 2007 HORIZ I VERT HORIZ VERT HORIZ VERT HORIZ VERT VARIANCES POTABLE 3' 12" 6' 12" 3' 12" WATER REFER TO RECLAWATER 3' I 12" 3' 12 L ( NOTE #4 SANITARY SEWER 6' ( 12" 3' 12" ' GENERAL NOTES: 1. THE TABLE MEETS SEPARATION REQUIREMENTS AS DESCRIBED BY FDEP IN THE FLORIDA ADMINISTRATION CODE (FAC). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 62-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. VARIANCES FROM THE SEPARATION DISTANCES IN THE TABLE MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. APPENDIX A STANDARD DRAWINGS GENERAL DATE: April 15, 2007 MJ TAPPING SLEEVE AND GATE VALVE FIGURE A121-1 ASSEMBLY FOR WATER AND RECLAIM WATER RESTRAINED EXISTING MECHANICAL JOINT PIPE m rn m i u yu _ �o E (� of E _ ll ^^�., W_"� A VNEW PIPE A w w MJ TAPPING SLEEVE PLAN VALVE COLLAR RESTRAI NED MECHANICAL JOINT I 4=P - E E __E✓_ SECTION A -A FIGURE A112 18" X 18" SQUARE (ROUND OPTIONAL)CONCRETE OR TEST STATION POLYMER PAD TYP EACH BOX VALVE BOX VALVE BOX AND COVER (TYP) -__ •. :' O. ` VALVE BOX AND w p 00 COVER(SQUARE FOR RECLAIMED a WATER) 6" THICK 2500 PSI •'° ° CONCRETE MIN Su OR 4" THICK �-II POLYMER MIX MATERIAL OUTSIDE PAVEMENT TOP FLUSH WITH FINISHED GRADE � ASPHALT SURFACE TEST LLLLl1 STATION BOX "BASE VALVE BOX AND COVER (TYP) INSIDE PAVEMENT NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND LARGER LOCATED OUTSIDE OF PAVEMENT. 2. LABEL TYPE AS WATER, SEWER OR RECLAIMED WATER. RESILIENT SEAT TAPPING GATE VALVE W/VALVE BOX VALVE- LAJ APPENDIXA STANDARD DRAWINGS GENERAL Q DATE: April 15, 2007 RESIDENTIAL SERVICE LOCATIONS (TYPICAL) FIGURE Al 18 PROPERTY LINE PROPERTY LINE W Z HOME PROPERTY LINE (TYP) L CLEAN -OUT DOUBLE CHECK VALVE (REFER TO NOTE 1)� e. Q RIGHT OF=WAY•LINE ° SIDEWALK : • >::.. SIDE'WP,L•K jQF �w ; ,DOUBLE WATER SERVICE WATER MAIN (REFER TO NOTE 2) ...,: DOUBLE SERVICE WITH , ' ' POTABLE WATER LINE r BACKFLOW PREVENTER (TYP). SEE: NOTE 2 w U PAVEMENUj T° J .EY. r. 9• °. i •.: • °, & to •STREET . ° a... FIRE HYDRANT �' ' ° " .°< . f 0-- -� ASSEMBLY ' :' : ... ° . 1 a d" : �'° °'• .' s::. s:. RIG IT OF WAY LINE '�- "° � SEWER:.:. WATER MAIN .MANHOLE O ROAD •, ' ',4. A. EpG1='OFut?AyEMI§gT' RECLAIMED WATER LINE UILJ NOTE: 1. DOUBLE CHECK BACKFLOW PREVENTER REQUIRED WHEN RECLAIMED WATER SERVICE NOTE: IS AVAILABLE. 1. DOUBLE CHECK BACKFLOW PREVENTER REQUIRED WHEN RECLAIMED WATER SERVICE 2. USE SINGLE POTABLE WATER SERVICES IF RECLAIMED WATER SERVICE IS IS AVAILABLE. UNAVAILABLE. 2. USE SINGLE POTABLE WATER SERVICES IF RECLAIMED WATER SERVICE IS 3. CONTRACTOR TO LOCATED CURB STOP BY PLACING A 2" X 2" SQUARE STAKE 24" ABOVE UNAVAILABLE. THE GROUND. THE TOP OF THE STAKE SHALL BE PAINTED WITH THE COLOR OF THE UTILITY SERVICE PROVIDED AND LABELED WITH THE LOT NUMBER IT SERVES. DATE: April 15, 2007 BLOW OFF VALVE FIGURE A201-1 (STANDARD) DATE: April 15, 2007 PIPE LOCATING WIRE FIGURE A114 11"X17"X12" METER BOX FINISHED GRADE - ADJUSTABLE CAST IRON VALVE BOX 6" OF #57 BEDDING ROCK--/ 2" IRON BODY GATE VALVE W1 SQUARE OPERATING NUTS RESTRAINED JOINT MAIN-� TEST STATION BOX /\ 2" THREADED •r'`j\ BRASS CAP 2" BRASS NIPPLE 2" BRASS COUPLING �\ 2" ,-10 GAUGE COPPER LOCATING WIRE -- -BOX SHALL REST ON BEDDING ROCK (NOT ON VALVE OR OR PIPE) AND SHALL BE CENTERED ON OPERATING NUT ��2" BRASS 90' BEND 6" OF #57 BEDDING ROCK NOTES: 1. ALL 2" PIPE AND FITTINGS SHALL BE THREADED (NPT) BRASS JOINTS. 2. ALTERNATE METHOD: INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. WHEN USING MANUFACTURED BOX IN LIEU OF METER BOX, BRING TEST STATION AND VALVE BOX TO GRADE AND INSTALL CONCRETE COLLAR. RESTRAINED PIPE TABLE FIGURE A104-1 WATER AND RECLAIMED WATER MAINS ' MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) PIPE SIZE TYPE 4" 6" 8" 10" 12" 16" 20" 24" 30" 36" 90' BEND 20 29 37 44 51 65 77 89 105 1201 45° BEND 8 12 15 18 21 27 32 37 44 50 22-1/2° BEND 4 6 7 9 10 13 15 18 21 24 11-1/4' BEND 2 3 4 5 6 7 8 9 10 12 PLUG OR BRANCH 42 59 77 93 108 138 166 194 231 265 OF TEE VALVE 21 30 39 47 54 69 83 97 116 133 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. ALL LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 6. FOR HOPE, PVC OR PIPE ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. LOCATING WIRE - FINISHED GRADE WATER, i WASTEWATER, U;1 ". OR RECLAIMED MAIN NYLON STRAPS, 3 PER JOINT (SEE NOTE 1) \\� I LOCATING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL TERMINATE INSIDE THE TEST STATION BOX AND SHALL EXTEND 12" ABOVE TOP OF COLLAR. EMERGENCY WASTEWATER SPILL & WATER MAIN BREAK PROCEDURES 1. Excavate Cautiously: The contractor shall exercise extreme caution when excavating in the proximity of wastewater force mains and gravity sewers. Force main and sewer locations shown on plans are not exact or guaranteed. Contractor is responsible for field verifing existing utility locations. 2. Telephone Notification: The Orange County Dispatch operator shall be notified immediately in the event of a force main, gravity sewer or water main break or damage at 836-2777. 3. Repair Immediately: All damage to Orange County's mains shall be repaired immediately by the contractor at the contractor's expence. If the repair is not made in a timely manner, as determined by the Orange County Utilities Inspector, Orange County may perform repairs and the contractor will be charged for repairs. 4. Orange County Utilities Department General Telephone Numbers: Orange County Utilities Construction Inspection - (407)-254-9798 Orange County Utilities Wastewater Division - (407)-254-9680 Orange County Utilities Water Division - (407)-836-6800 Orange County Utilities Engineering Division - (407)-254-9900 5. Advance Notification of Construction: The Orange County Utilities Construction Section (836-7274) shall be notified at least seven (7) days prior to any construction activity. 6. Advance Notification of Pending Connection: The Orange County Water Division (836-6800) and the Orange County Wastewater Division (836-6845) shall be notified at least seven (7) days c tie-ins and valve in advance to schedule operations. main h m 7. Operation of Orange County Valves: Water, wastewater, and reuse valves are to be operated only by Orange County Utilities Inspector (836-7274). All valves being installed are to remain closed during construction. 8. Operation of Orange County Pump Stations: The contractor shall coordinate all pump station operation and shut down control with an Orange County Utilities Inspector (836-7274). 3 Q W ti m m m Co Lv W: Z W LQ 2 LU L.U� O O: LL- 0 = V EL CL Q Q m W 0 LU f 44 A O' W CX I Cb co I 40 CAD h h o0 V s X I 0 W 1 I H. J_ J_ Q W Z V fW V Z Q emu,-.. � o M O N John P. Smith #63423 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -� SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE - MAIWATER 6" BEDDING ROCK ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHAM BE CENTERED ON OPERATING NUT NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2.THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF OCOEE STANDARD DETAIL NO.400 CORPORATION CURB STOP CORPORATION U-BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FTQING MARK WITH z134'/4~ WOOD PAT' j TED BLUE & ITH CURB STOP z LOT NUMBERS z 2 EA 3 3 POLYETHYLENE POLYETHYLENE TUBING (I- MIN.)- TUBING (I- MIN.) - SINGLE METER BOX DOUBLE METER BOX ( BY Cln METER AND CITY) METER SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) AWWA TYPE CC THREADS -TO METER BOX ASSEMBLY SADDLE �__ POLYETHYLENE TUBING WATER MAIN , NOTES: 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 AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS z 0 M UNDISTURBED EARTH - VALVE COLLAR I UNPAVED AREAS SEE DETAIL) FINISHED GRADE ADJUSTABLE CAST IRON VALVE BOX BEDDING ROCK NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHAD. BE BUTTERFLY VALVES. SEE SEC11ON 52.3. BUTTERFLY VALVE AND BOX DETAIL CITY OF OCOEE STANDARD AIL NO. 401 24" x 24' x 6' THICK CONC. PAD TYP. EACH VALVE BOX. 3" DNA. BRONZE DISC ANCHORED IN 9ONC. PAD #R40BARS ALL 3" DUB. BRONZE AMP AS Q D A 7 DISC ANCHORED IN SEE NOTE 1 CONS. I?AD STAMP SIZE OF VALVE -� AS REQ D• TYPE OF VALVE SERVICE r DIRECTION & N0. OF TURNS TO OPEN ::: , •. VALVE BOX )COVER a I I 2500 P.S.I. / CONCRETE MIN. p ANCHORS MIN. UNIMPROVED CONDITION FINISHED GRADE 9" � ASPHALT SURFACE BASE VALVE BOX J MIN.)4PREC LPo�s�r AND COVER �ITH 3 DIAMETER (NP,) BRONZE DISC SET IN IMPROVED CONDITION GROUT AS SHOWN 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 THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL HYDRANT ❑PERATING NUT HOSE NOZZLE AS REQ'D, 24' SQUARE OR ° ROUND AND 6' THICK PUMPER NOZZLE REINFORCED CONCRETE FACING STREET SHEAR PAD, SEE NOTE 1 -VALVE COLLAR O.C. ALL AT 9' (SEE DETAIL) AROUND zo COMPACTED ' BACKFILL VARIES J HYDRANT SEE NOTE 2 A _ ¢ ANCHORING TEE ?r A •e. OA, O•o•O•o•O• O• O• O• •O.O 0i •0•„O-O;O•e;0•°•e• •o•S•e•I•-Y•e-O• 'GRADELOK' BEDDING RUCK OR EQUAL -RESILIENT SEAT GATE STANDARD INSTALLATION(SEE EANDDETAIBOX ,e•o.o .oho 0. i.e•ae •a. "'o�e•c o.e o.• SECTION A -A NOTES: 1. THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4" BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 2. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE 6' MINIMUM. FIRE HYDRANT ASSEMBLY DETAIL CITY OF OCOEE STANDARD DETAIL NO. R402 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITLTNG(S). PIPE SIZE 6" I 8" 10" ( 12" 16' 20" 24" 30" I 36" (90° BEND 29' 38' 46' 53' 53' 64' 74' 88' 101, 145" BEND 12' 16' 19' 22' 22' 26' 31' N. 42' BEND 6' 8' 9' IV 11' 13' 15' 18' 20' I22-1/20 11-1/4" BEND 3' 4' 4' 5' 5' 6' 7' 9' 10' (PLUG OR BRANCF OF TEE 61' 80, 96' 113' 112' 136' 159' 191' 221' NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: ISO P.S.I * SOIL DESIGNATION: P.S.I * LAYING CONDITIONS: P.S.I.►' 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE. FINISHED GRADE 2" GATE VALVE 2" 90' BEND RESTRAINED �INJOINT UIRON WATEr -ream �18�xE2FER 4 MIIN@OX 6" - 6' BEDDING ROCK NOTES: 1. ALL 2' PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. BLOWOFF VALVE DETAIL CITY OF OCOEE STANDARD DETAIL NO.403 TRENCH UTrTIS BARS ALL AROUND - L4 MIN. 2" CLEARANCE m UND PIPE) 6" A MIN. (TYP.) - TIE RODS INCLUDING NUTS AND WASHERS ° (SEE SCHEDULE BELOW) " // BEARI6 PLATE I C (6° MIN.) (TYP-) JOINTS MECHANICAL #4 BARS UNDISTURBED EARTH D (4'-O" MIN.) ENCASE TIE ROD?SLEEVE SEE TRENCH DETAILS IN 1-1/2" PVC - -- �-•- 3" COVER BEDDING FOR TS NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS 1. ADDITIONAL REINFORCEMENTS SHALL PIPE I DMD&= TE ams RGb BE AS SPECIFIED BY THE ENGINEER. QN0" A B c D MA N,_ 2. MINIMUM COMPRESSIVE STRENGTH 4' 2' 1' 6' 4' 3/4" 1 FOR CONCRETE SHALL BE 2500 PSI. 6' 3' 1.5' 6' 4' 3%4' 2 3. BEDDING, BACKFILL, AND COMPACTION 8' 4' 2' 8" 4' 3%4' 2 SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 12' 4.5' 2 5' 8' 4' 3%4' 4 4. ALL FORM BOARDS SHALL BE REMOVED 16' 6' 4' 12" 4' 314' 8 PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE 100 P.S.I* M0m M aCrr. WLma 10WNW •+ernaF nsie°wEfe� THRUST COLLAR DETAIL DOUBLE SINGLE LOTS (TYP.) -,,!�RVI E (TYP.) - SERVICE (TYP.) -� PROPERTY \ - - LINE (TYP.) - 2" BLOWOFF VALVE (SEE\DETAIL) A- VIA= MAIN �• (6" MINIMUM) �4rWATER REDUCER N (MIN.) 6' HYDFIRE FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1 RIGHT OF WAY UNE CURB WATER MAIN \ SIDEWALK (TYP.) / RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 9(r BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. _ WATER SERVICE LOCATION DETAIL CITY OF OCOEE STANDARD DETAIL NO.404 • • •r •. • • •�•� •r • • •y• ♦f&OJ CIPATt EARLY WARNING TAPE METALLIC LOCATING WIRE- FINISHED GRADE �1" MAX. PVC WATER MAIN OR FORCE MAIN 1. MAX + METALLIC LOCATING WIRE i Q NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHAD. 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 INADDITION TO LOCATING WIRE AT DIRECTION OF CnY. RD.IIT IF WAY I RF---_' (VAM_ LDQTS IFUf1LITY EASE7M BYPASS KIM '""`� � CQN REIE SLAB 1 6' CNCREiE SLAB WITH M1 6 x 6, Wi0 x WID - PVC PIPE LOCATING WIRE DETAIL • •' FIRE LRE MASTER METER SEEM 11BY ) C°�IRAcrm1 NOTESi 1. THE COMRACTOR SHALL CONTACT THE INSPECTDR FOR EXACT ASSEMBLY LENGTH AND HEIGHT ABOVE THE SLAB REQUIRED FOR THE FIRE LINE MASTER METER TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER PIPE, FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR, 2. ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. 3. FIRE LINE MASTER METER TO BE APPROVED BY THE CITY PRIOR TO PURCHASE OR INSTALLATION 12' SPIEL PIECE DOUBLE CHECK VALVE VEIM WTALM BY THE CONIRACTW 0a& & YMMvaLVEs REM ..0' FLAN® BEND 71,q..m n1:Tr RESTRAINED JOINT CI REGUMM TD .sozvim ro' NJ BEND (2 RERUM) FIRE LINE MASTER METER DRIVEWAY EXPANSION / /Z J❑INT SIDEWALK ® / APPROACH STREET CURB & GUTTER\ NOTES, CONCRETE TO BE 2500 PSI APPROACH & SIDEWALK IN DRIVE TO BE 6' THICK W/ WIRE MESH OR FIBER MESH. 0- 1 x 4 USED AT EXPANSI❑N J❑INTS TO BE PRESSURE TREATED. 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2' OR MORE MORE OF CONCRETE COVER, 0- SIDEWALK TO BE J❑INTED AT INCREMENTS TO EQUAL SIDEWALK WIDTH. NOT REQUIRED IN DRIVE, DRIVEWAY APPROACHES \; �::.►ice_ M° 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILRY 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 CASING FOR DEEPER BORES. BORING AND JACKING DETAIL Q 0 LAJ 3 01 L I i W >- �E 41 >- m QQ m Z 0 J_ 3 Y U � 4- Q Lj Q. Q U m N Lj 0 wot 0 0 LL. 0 0 Of LLI 00 0 c0 i" ; 0 Q I C" O O V cb c ;6 O k 1 e S A ■■ ■■ yLq �i v C C 0 E p L16 J L �\ C3 f0 d c IL U) d W F I0 N j �L m� _ " aL6 n 2,0 V MO IlIzz W J� 0 Q v , O W O W U O y 0 o o CN vi Z W John P. Smith, P.E. #63423 C3 C.I. VANDAL -PROOF VENT CAP WITH - PIPE MARKER PER 6' D.I.P. AND 1' BRASS PIPE INSIDE, VALVE & PIPE MARKER DETAIL END OF 1' BRASS PIPE 12' ABOVE FINISH GRADE CAST IRON FRAME AND COVER WITH ACCESS LID. 4' x 4' PRECAST GROUT CONCRETE VAULT 16' SO. x 12' DEEP FINISHED 1 36' SQ. X_ CONC. PAD GRADE 2' MIN. 4' MAX. I PREMOLDED PLAST '" •.'. JOINT FILLE 5' WALLS (MIN.)----0--. ; -- COAL-TAR EPDXY COATIN 2' NIPPLE t 2' GATE VALVE 16' BEDDING ROCK 1' COUPLING AND 1' BRASS VENT DISCH. SLOPED CONTINUALLY UPWARD BEDDING ROCK ' 8' x 16' REINFORCED CONCRETE FOOTING. NOTESI CAST MONOLITHIC W/ RISER 1. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET, UNLESS APPROVED BY THE ENGINEER. 2. FITTINGS AND PIPE FOR ARV INLET AND OUTLET SHALL BE BRASS. 3. VENT EXTENSION AND VENT CAP REQUIRED FOR WATER MAIN ONLY. 4. VENT CAP SHALL BE LOCATED AT RIGHT-OF-WAY LINE WHERE PRACTICAL. VENT CAP SHALL BE A MINIMUM OF 10 FT. FROM EDGE OF PAVEMENT. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE FIG. 109 SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE SEE NOTE 2� M.J. PLUG VALVE f•-1. MAX. WASTEWATER FORCE MAIN 6" BEDDING ROCK CONCRETE COLLAR jSI UNPAVED AREAS EE DETAIL) ADJUSTABLE CAST IRON VALVE BOX 2" LOCATE WIRE PIPE NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. 3. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR PLUG VALVE AND BOX DETAIL 3 0' LOCATING WIRE 4' x 4' PRECAST CUM;NLIt VAUL] CAST IRON FRAME AND COVER WITH 36' SQ. ACCESS LID. 4' MAX. 17-1 4' GROUT ��FINISHED GRADE EXISTING �PROPOSEIS PAVEMENT --co PREMOLDED PLASiIC JOINT FILLER • 2" VALVE (iYP.) -- 5: WALL. (MIN.) , :.� AC���N PIPE PLUG . 2' NIPPLE 2 PORT WITHEt(510N 2' GATE THREADED PLUG REQUIRED VALVE 2' NIPPLE SEE NOTE 3 GROUT 2' 90' BEND 2' 90' BEND �2' 2' NIPPLE FITTINGS AND UNION PIPE FOR 0 BRASS PIPE A.R.V. SHALL V GATE VALVE BE BRASS 8" x IV REINFORCED 6' BEDDING ROCK CONCRETE FOOTING. SERVICE SADDLE WASTEWATER FORCE MAIN PER SPECIFICATION SECTION 50.5.4 1. ABOVE DETAIL IS BASED ON 2' COMBINATION AIR/VACUUM OR WATER MAIN 2. RELEASE VALVE CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY PRIOR TO INSTALLATION. 3. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. OFFSET AIR OR COMBINATION AIR/VACUUM VACUUM RELEASE VALVE DETAIL Milo) VARIES VARIES LOT LINE WYE Z a 6 BRANCH -SEWER MAIN w 6" 45° SIZE VARIES CLEAN -OUT N z BEND VBRWITH SEE NOTE 1 -- CLEAN -OUT '-REMOVABLE 6" 45' B�JITHCH SEE NOTE 1 PLUG BEND 1,.1 LOT M LINE WYEUBLE PLAN FINISHED GRADE TO Y• AN 1 (TYP.) ROTATE TERMINAL DEPTH 30' (TYP) SPRING LINE AS REQUIRED FOR NOTE 3) (SEE SEWER MAIN HOUSE SERVICE (3' MIN.)(TYf'PP.) SINGLE DOUBLE LATERAL LATERAL PROFIL 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 EIM SEWER MAIN BELOW SPRING LINE SERVICE LATERAL DETAIL (FIG M) •I.ql AbiS TRENCH1 0. SIZE OF PIPE DDING AND TRENCHING DEWL FOR OTHER RESTORATION.) EI 1 9 1 ` nLU %/ SELECT z ' COMMON i' SELECT COMMON FILL z mFILL BEDDING ROCK „11 PIPE BEDDING (SEE NOTE 8 & 9) 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 COUNTY. 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. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 1V AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL (FIG. 101) 24" x 24" x V THICK CONIC. PAD TYP. EACH VALVE BOX. 3' DIA. BRONZE DISC ANCHORED IN PONC. PAD L4_ UB p ALL STAMP AS RF)Q D ARO 3' DIA BRONZE DISC ANCHORED IN (SEE NOTE 1 CONC. PAD STAMP SIZE OF VALVE - AS REQ'D. TYPE OF VALVE SERVICE DIRECTION & N0. r • OF TURNS TO i _I .: •. r I `. od OPEN VALVE BOX AND .COVER • r r / 2500 P.S.I. CONCRETE MIN. ANCHORS y MIN. UNIMPROVED CONDITION TOP FLUSH WiTH FINISHED GRADE 9° ASPHALT SURFACE BASE.: i A� � � ^ 4" x 4" x 1B" LONG VALVE BOX (.MIN.) PRECAST POST ITH 3 DIAMETER AND COVER BRONZE DISC SET IN IMPROVED CONDITION ABOVE. UT AS SHOWN NOTES: 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16' AND LARGER, OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" X 18" X 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL (RG• 107) PRECAST TEE MANHOLEWALL :.� :.. , '� q INFLUENT SEWER 1 (SEE NOTE 3) CONCRETE ENCASEMENT Ae OF VERTICAL PIPE ROP PIPE INLET CONNECTION ` ° ?SEE NOTE 1) AS REQUIRED !'': 90" BEND '- F._ " • ° •: I STANDARD DROP DETAIL PRECAST TRANSITS COLLAR ENCASED LL IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC (SEE NOTE 2) •... .. MANHOL :.° WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESSSTEELBANII PVC ° STAINLESS STEEL ':: °.':•".' •� : •,° :•°•:. PIPE CLAMP RESILIENT 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 COUNTY 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 WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS (FIGz01) TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN �- UNIMPROVED AREAS 3 MIN. FINISHED GRADE \ SEE 8) Y N SEE NOTE 4 W C COMMON FILL / plpE O:D._ _ v ' N 12' (TYP.) SELECT ' COMMON W UNDISTURBED EARTH, + Flu a iy SEE NOTE 3) �� + ti 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. 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 COUNTY. 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. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL. BE IN COMPLIANCE WiTH ALL APPUCABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WiTH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL (FIG. 100) CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN , UNPAVED AREAS. V-6" MIN. 3'-0- MAX. EPDXY COAL TAR COATINGS PER SPECIFICATIONS BENCHING PER SPECIFICATIONS-\ REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9 COUNTY. �''�� --I9� BEDDING ROCK CAST -IN -PLACE CONCRETE BASE TROWEL -FINISHED CONCRETE BENCHING "1 N11F.' / HOLE FRAME & COVER SEE STANDARD DETAIL) 9" I --I9 - 2" MIN. PRECAST MONOLITHIC BASE �-FRAMES BEDDED IN MORTAR 2 COURSES OF BRICK (MIN.) � 4 COURSES (MAX.) IIr�E WALL OpUTTSIpDRE� WALL ' 0 JOINT Si1RFACFS 4'-0" 5" MIN. PRE-PRIYm PRE -MOLDED JOINT SURFACES PLASTIC JOINT ' G ao �+ VEM961LO- IN. SQUEEZE -OUT COMP Sa MIN. �x,IEEZE-OUT NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24, SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION MG-M) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 10" 12" 16" 20" 24' 30" 3V 90' BEND 29' 38, 48' 53' 53' 84' 74' 88' 101, 145' BEND I 12' 16' 19' 22' 22' 26' 31' 36' 42' I22-1/2' BEND I 6' 8' 9' 11' 11' 13' 15' 18' 20' 111-1/9 BEND I 3' 4' 4' 5' 5' 6' 7' 9' 10' OR BRANC (PLUG F TEE 61' 80, 96' 113' 112' 136' 159' 191' O� 221' NOTES: 1. FITIINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 100 P.S.I.* 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. * TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. (M 104) EMERGENCY WASTEWATER SPILL & WATER MAIN BREAK PROCEDURES 1. Excavate Cautiously: The contractor shall exercise extreme caution when excavating in the proximity of wastewater force mains and gravity sewers. Force main and sewer locations shown on plans are not exact or guaranteed. Contractor is responsible for field verifying existing utility locations. 2. Telephone Notification: The Orange County Dispatch operator shall be notified immediately in the event of a force main, gravity sewer or water main break or damage at 836-2777. 3. Repair Immediately: All damage to Orange County's mains shall be repaired immediately by the contractor at the contractor's expense. If the repair is not made in a timely manner, as determined by the Orange County Utilities Inspector, Orange County may perform repairs and the contractor will be charged for repairs. 4. Orange County Utilities Department General Telephone Numbers: Orange County Utilities Construction Inspection - 836-7274 Orange County Utilities Wastewater Division - 836-6845 Orange County Utilities Water Division - 836-6800 Orange County Utilities Engineering Division - 836-7000 5. Advance Notification of Construction: The Orange County Utilities Construction Section (836-7274) shall be notified at least seven (7) days prior to any construction activity. 6. Advance Notification of Pending Connection: The Orange County Water Division (836-6800) and the Orange County Wastewater Division (836-6845) shall be notified at least seven (7) days in advance to schedule main tie-ins and valve operations. 7. Operation of Orange County Valves: Water, wastewater, and reuse valves are to be operated only by Orange County Utilities Inspector (836-7274). All valves being installed are to remain closed during construction. 8. Operation of Orange County Pump Stations: The contractor shall coordinate all pump station operation and shut down control with an Orange County Utilities Inspector (836-7274). RAISED 1-1/2' LETTERS FLUSH WITH TOP 0 ^ ME ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. STANDARD MANHOLE FRAME AND COVER (RG. ?D2) TRENCH LIMITS BARS ALL AROUND IN, 2' CLEARANCE L m OUND PIPE.) 'I A 6" MIN. (TYP.) i__T TIE RODS INCLUDING NUTS AND WASHERS 4' x 4• x 1/2• (SEE SCHEDULE BELOW) BEARING PLATE C (6' MIN.) QI� ICAL #4 BARS I UNDISTURBED EARTH ENCASE TiE RODS D (4'-0" MIN.) SEE TRENCH DETAILS IN 1-1/2' PVC SLEEVE 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS 1. ADDITIONAL REINFORCEMENTS SHALL PFE I oNIMIoRs TE Roos REWD BE AS SPECIFIED BY THE ENGINEER (IN-1 nA A B c o ol� C D 2. MINIMUM COMPRESSIVE STRENGTH 4' 3OIL 1' V 2� FOR CONCRETE SHALL BE 2500 PSI. 6• 3' 6' 1.' 4' 3/4' 2 3. BEDDING, BACKFILL, AND COMPACTION 4' ' 2' 6' 4' 3/4' 2 2 SHALL BE AS SPECIFIED ELSEWHERE 12' 4b' IN THE STANDARD DRAWINGS. 2 8' 4' 3/4' 4. ALL FORM BOARDS SHALL BE REMOVED 16' 6' 4' 12' 4' 3/4' 6 PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: 100 P.S.1 * L MMUN RM 10011E OO�Fl0 N M OF - 1 WML Rme" • A R O arm N BY®L THRUST COLLAR DETAIL (R1L 105) METALLIC LOCATING WIRE- i t 7, ! h::, '\4 PVC WATER MAIN 1' FORCE 1. MAX. METALLIC LWOCAMING o NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE U10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. 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 PPE PVC PIPE LOCATING WIRE DETAIL (Fr3.10B) Q �W W Z 04 41 m co m an m "ccz co W Z W W J 3 Q p O V 0 Q U m W In 3.1 LLJ O W L 0 � 0 OD CD Q> 0ft a � r v C O 1616 J IL ,J C 0 d " C IL x C � W U) M0 �lMV aL16 ao C df 16 16 iO Q O J W LU (W to V / LLJ O '�+.. O Z V O f� O 0 o LU y y John P. Smith, P.E. #63423 PUMP STATION GENERAL NOTES: WALL SLEEVE AND COMPRESSION 1. COATING SHALL BE AS SCHEDULED IN TABLE BELOW. SEAL (TYP) LIFT STATION FIGURES A405-2 & A405-3 NOTES: 2. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET 3' MIN 1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS, WELL SHALL BE MADE WATERTIGHT WITH AN APPROVE BOOT. PVC PRECAST CONCRETE " 3. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL INFLUENT $�� H $�� VALVE VAULT 3/4 CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND SEAL. PIPE CHECK VALVE RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER 4. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES W/ LEVER AND CAPPED NIPPLE AND VALVE AND THE CHAIN. IN THE WET WELL. WEIGHT FOR PRESSURE GUAGE 2. WALL PENETRATION SHALL BE WITH WALL SLEEVE COMPATIBLE 5. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 72N (TYP) o9 W/ LINER AND RESILIENT SEAL BOOT FOR GRAVITY OR MODULAR 316 STAINLES STEEL HARDWARE AND LOCK BRACKET. SIZE AS SEAL FOR FORCE MAINS. REQUIRED BY PUMP MANUFACTURER AND APPROVED BY COUNTY. i I + 3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED. 6. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. i 4. ELEVATION X - ELEVATION Z >- 5 FEET MINIMUM. 7. PUMP SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. m o 0 5. PER MANUFACTURERS MINIMUM SUBMERGENCE. 8. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL 6. SEE FIGURE A402 FOR DESCRIPTIONS OF DIMENSION SYMBOLS. BE FLANGED JOINTS. ALL REMAINING CONNECTIONS BETWEEN THE o WET WELL AND THE CONNECTION TO THE EXISTING FORCE MAIN m 3r SHALL BE RESTRAINED MECHANICAL JOINTS. 9. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON THE LEFT SIDE OF VALVE). OUTLINE NEMERGENCY t 10. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. ACCESS G I z PUMP OUT - 11. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF OPENING PLUG VALVE CONNECTION CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR F (SEE NOTE 1) THE 6' DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE CABLE SPOOL PIECE HOLDER 3" SCH 40 PVC AS REQUIRED FOR LARGER PIPE SIZES. FLOOR DRAIN 12. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 13. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS RESTRAINED MJ SLEEVE STEEL. (TYP) 14. CONTRACTOR SHALL INSTALL A "P" TRAP BETWEEN THE VALVE VAULT LIFT STATION PLAN VIEW (FIG A405-2) AND WET WELL. AS AN ALTERNATE TO THE FLOOR DRAIN. N.T.S. 15.000 REQUIRES A VOLTAGE SUPPRESSOR (TVSS) TO THE CONTROL PANEL WITH A LCOK RING. (VERIFY WITH OCU APPENDIX D THAT IS ALUMINUM ACCESS -PRECAST EMERGENCY PUMP OUT CONNECTION AN APPROVED BRAND). HATCH W/LOCKSET 4" DI VENT W/VENT CAP CONCRETE TOP FEMALE QUICK CONNECT AND CHAIN -LOCK CAP, DUPLEX PUMP STATION DIMENSIONS AND ELEVATIONS TABLE (FIG. A402), 1 6. PUMPS SHALL BE: AND RECESSED AND SS SCREEN - POSITION/ROTATION PER COUNTY HANDLE PLUG VALVE REPRESENTATIVE MANUFACTURER: ELM MODEL:- CP-3170; IMP: 180 DIA: 281 MM: (SEE NOTE 3) ALUMINUM ACCESS SPEED: 1750 RPM; DISCHARGE SIZE: 4 IN.; VOLTAGE: 230V: POWER -WALL SLEEVE & HATCH W/ LOCKSET FLANGED RISER I DESCRIPTION SYMBOLS DIMENSIONS ELEVATIONS HZ.: 60• PHASE: 3• H.P.: 30 HP: MIN. SOLID SIZE: 3_0 IN.; CABLE COMPRESSION AND RECESSED HANDLE - -� g SEAL P) VALVE BOX &COVE 30" X 30" ° THICKNESS OF WALL A 8 IN. (MIN) CURVE: CP3170 180 IMPELLER (CURVE 63-464-00-2350) PROTECTIVE CHECK VALVE STAINLESS STEEL CONCRETE 17.OPERATIONS CONDITIONS SHALL BE 239/500 GPM AT LINER W/LEVER & PRESS RE GAUGE COLLAR 6" THICK DIAMETER OF WET WELL B 6 FT. (MIN) ro WEIGHT <� ELEV.T 119/106 FEET TDH. >� FINISHED GRADE ELEV. U WIDTH OF BOTTOM FILLET C (SEE NOTE 1 ) - 2" DIA SCH 40 TYPE 12 y PET OCK VALVEir C/L TO C/L OF PUMPS D (SEE NOTE 1 ) - 316 SS SLIDE RAIL IN. v nv1 HEAVY DUTY TYPE �': _A M LENGTH OF PUMP ACCESS OPENING E (SEE NOTE 1) - 316 SS LIFTING CHAIN r. ` Z. ° 4° WIDTH OF PUMP ACCESS OPENING F (SEE NOTE 1 ) - (SEE NOTE 1) 4 w �•,-.. : •yes �/ ; PLUG VALVE MJ TEE PVC INFLUENT PIPE 0a- '• DUCTILE IRON PIPE BASE ELBOW TO EDGE OF PIT G (SEE NOTE 1) - (SHOWN ROTATED 90° (RESTRAINED JOINT) PUMP STATION COATING SCHEDULE FOR CLARITY) L KOR-NSEAL BOOT VALVE BOX HATCH OPENING H 6611= LU POOL PIECE i HIGH I. EVEL ALARM ELEV V SS PIPE SUPPORTS DIP PVC VALVE BOX HATCH OPENING ( 48" I AREA APPLICABLE COATING NOTES ELEV X LAG PUMP ON ELEV W 3" SCH 40 PVC FLOOR DRAIN I W/ P-TRAP (SLOPE DRAIN PIPE 1/2 " PER FOOT i LIQUID LEVEL TOP OF WELL T 81.44 Inside of Valve Box CONTROLS LE AppendixD 'Surface Coatings -Exterior A 0N ELEVX ' -t c NOTE4FINISHED GRADE U 81,pp 'outside of Valve Box Appendix D'Surface Coatings - Exterior' BOTH PUMPS OFF ELEV Y (stt NU I t b) ( Outside of Wet Well Appendix D 'Surface Coatings - Exterior' °° GR UT � BASE ELBOW j HIGH LEVEL ALARM V 70.37 ELEV Z `�9. • Inside of Wet Well Appendix D `Wet Well Lining Systems '•' LAG PUMP ON W 69.37 10095 cords o as fining GRAVEL Fillet and Bottom of Epoxy p� g Manufacturer warrants Z" LEAD PUMP ON (INVERT OF GRAVITY PIPE) X 68•87 (2) Wet Well manufacturers recommendation performance of liner ��� �• 9`' Wet Well Piping Appendix D 'Ductile Iron Pipe Coating and UNDISTURBEDSOILOR MIN. 3/4 DIAX11" PUMPS OFF (TOP OF PUMP VOLUTE) Y 67.87 Lining (far use in Pump Station Wet Wells) SELECTED COMMON FILL STAINLESS STEEL FLOOR OF WET WELL Z 63.87 Exposed Metal Except Appendix D 'Painting Finish Aerial Piping COMPACTED TO 98% MAX ANCHOR BOLTS TO Stainless Steel and (Field Primer) and Painting Finish DENSITY PER AASHO T-180 EXTEND 7" INTO BASE. NOTE: 1 PER PUMP MANUFACTURER'S REQUIREMENTS Aluminum (Exterior)' 2 ELEV. X - ELEV. Z > 5 FEET MINIMUM LIFT STATION SECTION VIEW (FIG. A405-31 3 TOP ELEVATION OF WET WELL SHALL BE A MINIMUM OF 1' ABOVE THE 100 N.T.S. YEAR FLOOD ELEVATION AND THE ELEVATION OF THE CROWN OF THE ROAD PUMP STATION DETAILS. PLANS. SECTION AND NOTES MOUNTING BRACKET ORANGE COUNTY UTILITIES AL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL FENCE DETAIL STANDARD DRAWINGS i9 GALV. \ I0 ° 240V DUPLEX PUMP CONTROL SCHEMATIC CUPS 2' -V APPENDIX A SPACING 10'-0' TO CENTER (MAX) >_ MECHANICALLY GENERAL PL1 PL2 PL3 PL4 IKED DATE: May 1, 2004 FIGURE A415 X X Al Ix GENERATOR MCB TB M81 MS1 OL TOP RAIL RL1 Rl2 Q MCB BOB RECEPTACLE 60HZ U M / � ` (� n :. c� y n n n n n n < X a6 1 ETM1 ETM2 POST CAP ® ® © ECB M82� CHER BARS MS2 OL 19 TIE WIRES POCKET ® ® GENERATOR GR „_. UM , 12' O.C. AH RECEPTACLE 2 FABRIC 3/8' ROUND ATS ASB _ _ - BARS 0 M81 m82 SIEMENS PM CB = (SEESNOTE 1) LINE POST PAD LOCK oFDR BRACKET M OR G F M TENSION 5Q-D-MG24532 1.6-2.4A POST � 2 DOOR LATCH SC 920VCAD a CORNERTURNBUCKLE WIRE GFFDDR 120V NEUTRAL TB3-1 POWER TB3-2 CCB MOUNTING #1 . . ��\\��\\\\\. •'`.';\��\`��\\:\\/\\.�\\�\\\\.�\\\��\��T�r'\\\` \`ice\��\��\��\� DOOR STOP WITH BRACKETS H-O-A MS1A LOCK FOR DEAD -AIM 1 FRONT. � rrhm C I k (�2)nS GRAD E m 25M PSI CONCRETE :'• NOTES: �' �� 6R2a 1. DEADFRONT LAYOUT NEMA TYPE 3R S.S. ENCLOSURE W/CONTINUOUS HINGE ALL «-o- I e HARDWARE TYPE 316 S.S. TYPICAL. ACTUAL LAYOUT MAY VARY WITH HORSEPOWER. 3 8 ALT #2 MS2A �L2 12' 12' 2. THIS CONTROL PANEL. INCLUDING THE GENERATOR RECEPTACLE, COMPLIES WITH I THE STANDARD LIST OF COMPONENTS REQUIRED BY ORANGE COUNTY. H-O-A 3. ALL CONTROL WIRE TO BE 14 AWG MINIMUM. AUTO -.IJDO 1 �MS-2 OL (4)� 3) 4. CONTROL PANEL SHALL BE.L LISTED AND LABELED. �-�0- 5 6 - - >�- �-+ DOUBLE SWING GATE DETAIL 5. 30 SPARE TERMINALS 2 . OFF TS 6. PHASE MONITOR CIRCUITBEAKER TO BE SOMENS P/N: MSP10G, OR SQ-D P/N: MG24532. AH 8' V 8' V Sam R= MEM BOK BrEAM 6 R4 8 8 R5 5 A2 Al D D zCIRCUIT �--- o� 1 j k J, 3/8' ADJ. wu '0000000000 A3 FL�M, VTRUSS RODS coNNECT TO FEEDER WIRES WIP ,. GATE GATE FRAME r GATE POST WITH SPLIT BOLT 0ONNWIIORs PM ASB R5 GATE Kl LEADS AS SHORT AS POSSIBLE MAIN WERS 1 2 i _ DPDT POST BREAKER HUB - T k - n _ NEMA 0Tvss FB2 3 R5 1 UN INrEWK 7v5s 3 AMP -off 20V 75VA PROOIE� ] 0 0 0 0 L 5 AMP 24V TXFM R -C ELEVATION FR4 W M PUMP CONrROL PANE. h (�) HIGHo-( DPDT TVSS INSTALLNAs ON DETAILS 3 R31. P�LL3` Ix COMPONENT LEGEND (5 LA o-(6) R3 DPDT 4�k? R1 AH - ALARM HORN HOA - HAND -OFF -AUTO SELECTOR SWITCH R2 PL2 FINISHED AL - ALARM LIGHT MB - MOTOR BREAKER 3 1 y.� ASB - ALARM SILENCE BUTTON MCB - MAIN CIRCUIT BREAKER FR2 W I .+E . " ATS - ALTERNATOR TEST SWITCH MS - MOTOR STARTER CCB - CONTROL CIRCUIT BREAKER OL - OVERLOAD (3) LEAD (<4) l R1 3 R2 DPDT DPDT - DOUBLE POLE DOUBLE THROW PL - PILOT LIGHT 0--- : - 1 Pz-- --C ORB - DUPLEX RECEPTACKE BREAKER PM - PHASE MONITOR R1 ECB - EMERGENCY CIRCUIT BREAKER R - RELAY 6 8 PLi ETM - ELAPSED TIME METER RL - RUNNING LIGHT I E-- J X F - FUSE SCB - SCADA CIRCUIT BREAKER FRl 1 FB - FUSE BLOCK TB- TERMINAL BLOCK (1) OFF 2) R1 DPDT FL - FLASHER TTS - THERMAL TERMINAL STRIP -M _ FR - FLOAT REGULATOR TVSS - TRANSIENT VOLTAGE SURGE SUPPRESOR _ - GRROUNDLTDUTE RECEPTACLE XFMR TRANSFORMER R - GENERATOR AC TB1 c••♦ ♦•�.�•.♦ ♦••..•♦ ♦•�•:••♦ �••♦ ♦••i.•••♦ ♦••••.•••.•♦ ; I;•••• ►•iii •iiiiii ••ii�iii� .•ii�iii• ;i•�i ��.''�•ii •ii`.�.�i�ii .•�•i!�•i'�•i• .•ii`.�!iii�i ��iii ■Kn •a s� ' i► .11 PAVEMENT CONCRETE cam STOP 6. (SEE NOTE 2) A11 TRUSS1. BARS ARE REQUIRED FOR EACH GATE SECTIONAND FIRSTTHE ON EACH SIDEOF A CORNER POST ONLY. 2. PROVIDE CHAIN AND LOCK FOR SECURING GATE CLAD.3. FENCING SHALL BE BLACK, VINYL 36" GROUND TEST ENCLOSURE ONE TYPICAL PER STATION G G PUMP 1 PUMP 2 I HOLDER PAN j RACK AND@ G GG CONTROL PANEL of t G -• •, I -BOND 4 STRAND S- TINNED COPPER TO ACCESS COVER AND 2/0 STRANDED 7" 'TINNED COPPER TO a FENCE -TO FENCE _ /-VALVE VAULT (NOTE #�) t. -BOND #4 STRANDED TINNED COPPER TO ACCESS COVER AND FRAME COUNTERPOISE kO STRANDED TINN COPPER MIN. 30' NOTES: BELOW GRADE 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT WAY VARY. 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED. 3. PROVIDE DMERMK: WELDS UNLESS NOTED OTHERWISE. PUMP STATION GROUNDING DETAIL GATE POST -GATE PIPE Q p CLAMP ["�) 0* '0" f0. -.III.:.. 1 B' THICK X 1' WIDE x/12' LONG MULTISTRAND TINNED COPPER BRAID ^' ,••,:;�- FENCE RAIL POST ' GROUNDING CLAMP GRADEy.... .. Now"",.. TO PUMP STATION COUNTERPOISE PERIMETER GROUND LOOP N0. 2f 0 TINNED COPPER GROUNDING CONDUCTOR TYPICAL FENCE POST GROUNDING O 001111110. FMEL A MAD► PMEL (runl� 0 ' -� ® O ;JI (J, t�tER >�A�e SS OR ALUWUM PPE CAP (tYP) A TVSS ^� WW BREAKER CanRM PNEL SS. Bmis (TYP.) SIM pan (RI S.S. OR AUMNUI r Tvss KEIER RASE WITH 8Y-PASS r SM eo PC 1-1/7 W. SS OR AUKWUM YOIIITINC BRAtEEf SFx aFt: - Y TYFY -� SEE WE #4 oI KKoroR K>oN0ucroR _ _ RIfD AUIIEIUI Colim r SQL BB FNIEL PVC (SEE WE ft) r S.S. AIR ALIBRAIM PPE (sal 80) WNW COMM AV 2" sQl Bo PVC \ 77 . \ \ 'a� RM9ED GMDE NIX, r sal.eo PYC\- - SWEEP 88DWS IfMM x' `O SCH 80 PVIC T BJf'W N OONWIE I BMW POWER FROM UMW PANT (,x 0 ,rPa OF SERWCE (MI " 2• SCH 8o PVC) 1' SQL 80 PVC TO RONA POLE S OHM WX GROIN ROM (to' I= MNMIK 2 E CK lit MR) FRONT VIEW PANEL INSTALLATION NOTES: 1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMODATE 40% MOUNDING� CONDUIT FILL MINIMUM CONDUIT SIZE TO BE 2' SCH 80 PVC. HEIM 2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION PMR MIT KxsT 'X' OLSr Y y'm I I SITE AND SHALL BE 3-PHASE, FROM A 3-PHASE SOURCE PwEL SS BOLTS ONLY. 0 � 3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS Iso z4� Iz PER THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND FOR Avers Kror LMED ORDINANCES, AN UNDERGROUND PERIMETER CABLE GROUNDING MACCOROMMYI�H18 mNc FE: ° x SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST sfx •� WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, TrOE GENERATOR, UTILITY COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE FNsnEn -� � REFEii TO GROUNDING DETAILS. GRADE „� 4. THE STATION NAME, UTILITIES I.D. NUMBER, AND ADDRESS ., SHALL BE CABINETAFFIXED TO THE FRONT OF THE METER 5. ALL MOUNTING HARDWARE d: BRACKETS SHALL BE 316 STAINLESS STEEL NCOMING pOW FROM swEEP awAs 6. ON A 4-WIRE, DELTA SYSTEM, THE HIGH -LEG SHALL BE URN FONT OF SERM MINIM r IDENTIFIED WITH ORANGE COLOR TAPE AT ALL CONNECTION "M r SKeo110) SCH 80PVC POINTS ANS SHALL BE LOCATED ON THE 'B' PHASE AT THE REAR VIEW LINE SIDE OF THE MAIN DISCONNECT. 7. THE SCADA PANEL IS TO SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE FUTURE (BY OTHERS). PUMP STATION CONTROL PANEL INSTALLATION DETAIL 8"PVC 01 TWO 8' SWING GATES (L.S. ACCESS) R 5/8 WATER �%f < 5' METER f'% MIN REDUCED PRESSURE �0 BACKFLOW PREVENTER 4 % <L�'I r NV 68.87 (SEE DETAIL THIS SHEET) 4 '% 4. TRACT S TO BE MAINTANED BY OCUCONL ROE 5'1N ,TRACT K o MIN LIMITS OF SITE TO BE 5 r DEDICATED TO ORANGE COUNTY r M\N 1S' MIN VALVE 0 3 W � I Z � LU (33 m m m Z W Z W > r Z 3 Y O LC p O U Q Q ca W LU W ZO � LU to J W � � 0 L,J Z QC) O O O O Uj LU W UJ d CL CL CD CDto O 00 N CV CN I 1-1 n L j 000 �_ Fes• eq Q I Q o p O .- v COO 1\ I n C p Y. L C � i e d � C Pa to i C w C W W 1A 11116 w ® C 0.9 eV= O 0 C) WET VAULT TRACT K E WELL LLJ LIMITS OF r ZO= , UTILITY r Z Q EASEMENT ONTROL PANEL 6-FOOT HIGH BLAC r (SEE DETAIL) DECORATIVE METAL FENCE HOSE BIB I"- U) TRACT K �C 36' C)4n OF BEDDING ROCK WITH POLYETHYLENE J O FILM LINER UNDER ROCK (WITHIN FENCE AREA ONLY) V Uj LIFT STATION SITE PLAN Z (1 "=10') 0 N COM N O IW. O Q Z W John P. Smith, P.E. #63423 ;:; ::;::"";;: „ :;;L�;4(1=:;'1;; .,..f.,,,. WALL \ ....-I1::�iiiiII::::: ... ,,,i.,-......,i. .. -111..,. 1i:,�:.::::i.i: , 1r-i-I ,, ...i-.,. .,.j... S ,�,,,,,,, '.. J ...... .-.... I',"............i..... ...i......: ...... ..---,........................................... .........i.i i .. .. ..... i :.Y .:.......:. ........:.....:.........I..,..............1......_.........1...................,...... .. ...., C,HVV 76.54 ;� ,.. SOD . . , : . t;,,,,,,, ,,,,,,,,,;, , d w _...... ..-... .. ..._'... ,...-................_;......_................t............. .. . 's .. ..............".. ; ...... _.... ` 10' BERM _ ,), _... 0 - - VARIES ' Ei urw € .......:.................:......._;........,.......s...............:.........,......_;.....<. .............. -. ...... s... 8 (MIN.) ; ........................_..............;...............-.........,......_:... •---- ...--....... , ...... ..... ;... ;.......... . : i _... ....,..., r ... £, EXIST. GRADE ... .... . r.......:.. £... . DHW 83.07 ---:: ......:................. ..... .. .. ..... `r,;.....................:Bf}Ti"iM" 72:C}0......... (100YR/24HR) 1 >... . �� € L;L..L..:..L:1..1... IT C-1 'r € 70 TOP EL. 84.0 ::' ... .......... . ,,SOD, . , „s .. .. _ ., .... „ .. ..1.....,., ,� ... .. .. .._.. ,, . ,..'. ..... ...... �' DHW 80.42 :... _:......:........... £ ......--.:..-.....I.... Q. ..................:,......._..................--.-.........._..-......{..... .. ..., ..... ...... - :....._I.......; 0 20 40 • 60 80 • � • 100 , �-�L(10YR/24HR) APPROXIMENT AREA OF OVER -EXCAVATION. THE DEPTH OF OVER -EXCAVATION IS " ------ - OTTOM EL. 76.00 -I I APPROXIMENTLY 17 FEET FROM EXISTING GRADE BASED ON YOVAISH ENGINEERING SOIL I I ( I I I -I REPORT DATED MARCH 25, 2008 I -) ( I -I THE OVER -EXCAVATION REQUIRED SHALL BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER AT TIME OF CONSTRUCTION. MAXIMUM DEPTH OF EXCAVATION TO ELEVATION 66.0 REPLACEMENT FILL SHALL HAVE HYDRALIC CONDUCTIVITY (K) EQUAL TO 25 FT/DAY. 7__ APPROXIMENT AREA OF OVER -EXCAVATION. THE DEPTH OF OVER -EXCAVATION IS APPROXIMENTLY 17 FEET FROM EXISTING GRADE BASED ON YOVAISH ENGINEERING SOIL POND 1 CROSS-SECTION REPORT DATED FIELD ER IED BY G (REVISED 7-3 ENGINEER ) THE OVER -EXCAVATION REQUIRED SHALL BE FIELD VERIFIED BY GEOTECHNICAL ENGINEER '� AT TIME OF CONSTRUCTION. MAXIMUM DEPTH OF EXCAVATION TO ELEVATION 66.0 SCALE: 1 "=10' VERTICAL REPLACEMENT FILL SHALL HAVE HYDRALIC CONDUCTIVITY (K) EQUAL TO 20 FT/DAY. 1 "=20' HORIZONTAL NOTE : SAND GROWN SOD NOT MUCK GROWN SOD FOR -A( 2 POND 2 CROSS-SECTION SIDE SLOPE AND POND BOTTOM. NOT TO SCALE NOTE : SAND GROWN SOD, NOT MUCK GROWN SOD FOR SIDE SLOPE AND POND BOTTOM. SKIMMER SKIMMER- 6� r i I 6:, 6� r 761? - 1 6� � 37" 6'� F 6'j r t GRATE EL 76.07 TOP OF SKIMMER EL. 76.5-' TOP OF SKIMMER EL. 83.60 CRATE EL. 83.10 GOTTOM OF SKIMMER EL. 75.57 BOTTOM OF SKIMMER EL. 82.60- 36"RCP 36"RCP e 24"RCP 36" RCP INV EL 69.5C9 24" RCP INV EL. 77.00 8 BOTTOM EL. 68.50 BOTTOM EL. 76.00 2 OUTFALL STRUCTURES DETAIL POND 1 DS-43 & DS-43A DS-45 FDOT TYPE W (4 GRATE INLET) FDOT TYPE 'C' INLET NOT TO SCALE NOT TO SCALE SKIMMER 6� I 37 6� FTOP _ 2.5' _ - 3 -_ 2.5' _ 2.5' . - 4.5 - 9.9' _ OF SKIMMER EL 61 rA 76.50 - 78.0 EX. GRADF 21 8.0 EX. GRAD - 3' - GRATE EL. 76.00 77.00 '' I- % I - � � ZZ.4� i L - _ - _•:,:.. r,_ .. 77.5 EX. GRADE !::k SOD I .1N.'' SOD BOTTOM OF SKIMMER EL 75.50 1. i? i~" CONCRETE FABRIFORM GRATE-� . 7CONCRETE FABRIFORM GRATE:. "- f-PRECAST CONCRETE ~° ,,,/-PRECAST CONCRETE rZ 18"RCP `` ., '� " F .1 ''" ;: 18"RC ' ` (INVERT OF PIPE) 72.91 a': (INVERT OF PIPE) 72.91 ,:, �; BOTTOM 72.20 •' BOTTOM 72.20 r }. PRECAST BASE 1 .. , -' '. PRECAST BASE ,; ,. .. .• W DRAIN HOLES " W/ DRAIN HOLES "`'~ . ems.::;::::::>. �• off,, !; _:.:� � 18"RCP 18 RCP P ' €`- �.:.,..,.,,, �, a ,.,.,... 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E` . f.",.-",... .-.. £ rr :. ; POND 2 RECOMMENDATIONS FOR CONSTRUCTION OF POND BERMS THE OAK TRAIL RESERVE SUBDIVISION CITY OF OCOEE, FLORIDA (PN-05-EO774.08) RECOMMENDED CONSTRUCTION PROCEDURES AND FOUNDATION RELATED SITE WORK FOR THE RETENTION POND BERMS ARE PRESENTED AS FOLLOWS: 1. THE ENTIRE CONSTRUCTION AREA(S), INCLUDING A MINIMUM MARGIN OF 3 FEET BEYOND THE PERIMETER OF THE BERM SHOULD BE CLEARED AND STRIPPED; REMOVING ALL EXISTING VEGETATION, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 2. UPON APPROVAL BY GEOTECHNICAL ENGINEER, THE PROOF -ROLLED SURFACE MAY BE FILLED WITH RELATIVELY CLEAN GRANULAR SANDS (LESS THAN 15 PERCENT FINES PASSING THE U.S. No. 200 SIEVE). THE FILL SHALL BE FREE OF ROOTS AND OTHER DELETERIOUS MATERIAL AND PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSEAND COMPACTED AS OUTLINED BELOW. 3. A SUFFICIENT NUMBER OF OVERLAPPING PASSES SHOULD BE MADE BY THE COMPACTION EQUIPMENT ACROSS THE AREA IN ORDER TO COMPACT THE FILL SOIL TO A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM-1557). 4. ONCE THE BERM HAS BEEN FILLED AND COMPACTED TO ITS DESIGN ELEVATION/GRADES, APPROPRIATE EROSION CONTROL SHALL BE PROVIDED. - ;. . 1�it.:::;:��I' , l Q z w o Q I z ;Y W >.. >_ >- Z m>-mmz m W Z W i 3 0 tZ Q p U Q 0 v m W i W o: Cc�..z. .... ) . . . W z 0 N `> `/. I L /". R z 00 h W z 0 N `> `/. I L /". R z 00 h R z 00 h j 5. A GEOTECHNICAL ENGINEER FROM YOVAISH ENGINEERING SCIENCES, INC., OR HIS (n DESIGNATED REPRESENTATIVE SHOULD BE RETAINED TO INSPECT AND TEST ALL j -CI� J C S TO DETERMINE THAT THE IN PLACE NATURAL AND FILL SOILS COMPACTED SURFA E Q W IFIED AND DOCUMENTATION OF THE REQUIRED MINIMUM (•.. ARE PROPERLY DENS Q Q LLJ 85 COMPACTION CR ITERIA CAN BE PROVIDED. 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I--- U) 4-1- r- —IO-rl __q M w Ln co o -0 r X m i= m 0 * m > x K ED m > M r- ;u;r, 02 pm x ` 0 F71 EPA - I 0 r_#_ 0 r4- U° =r --I — (D ,_1-ID •canto w (D CD co 0 co 3 0 0 0 (D co 0 0 I --h 0 a co co 0 (D 0 a) -on CD '16 0- CD 3 O 0 0-0 (D 0 (D Q (D CD =r <0 0 CD 3 :3 0 rn :3 I 0 cu 6" r 0 r__j m S? 00 0. 612 3r-. C/) c/) m m o DESIGNED BY DRAWN BY CHECKED BY I APPROVED BY By REVISED CADD FILE NAME NAME .1 DATE 35—GEN DETdwg A t.- t., t.- .................... 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V -------- ............. ........... .......... . .......... ............. . .. ........ X. IC . . ....................... .................... `3 'XD -W: X" k" TRO UT LAKE 'AD RG .............. ....... ..... .... ......... ...... .... X ..... ..... \\"\ ........... R-1 m -U C) zr- z Z 0 0 in MOO > Z rq V 0) 5d Cm . > j-'O z m z 0 m FOR CONTINUATION OF STREET wCw SEE SHEET NO. TI m m m m m 0 m m -0 m 0 --q 0 co m Z ;0 0 z ;U m ic m m m > z 0 z m 5 0 ;U 0 m I �j 3:M M m OmO>0 MOO 4 O m 0 m m C ED z m ca r- ;KZ5 0 > CYR re 0Vz 0 A M >OF4 Q>m M 0 ;0m 0 Z;0 G) <ai mo ;0 M C ;0 r 0 > > M U) ;U m X -< z 0 n 58 m m M o m -u -u m > m rn om -D -0 r" > >> m 0 ;U > Z 0 Or:m al > z )00 con C) Q 0 > CDrn 0 ;0 > 0 z --4 z G) U) N 0) -P f PROJECT 04-063 TREE REMOVAL PLAN DATE 0311812008 OAK TRAIL SCALE 1 `-- 4 0' RESERVE SHEET T2 OF 4 CITY OF OCOEE FLORIDA 900PA Prefewdemajol De-mirpro A-4qfPchatem, ArAme. Engineers, Planners and Landscape Architects Cerfllcata of AuthwIzation lfumbw: 7107 3191 Maguire Blvd, Suite 190 Phone: (407) 898-1530 Orlando, Fl. 32803 Fax: (407) 898-2644 j aA TF REVISION NAME DATE DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CADD FILE NAME 33—TREE SURVEY dwg - th ** LEGEND wt_ 'ra TREE LEGEND � A=A 1--Z-1 . 9 ��, _Jmmmm� V_Ew 01: 0 TREE TO REMAIN 0 Is O (SIZE)" OAK � CD CEDAR E ELM .w (o SPECIMEN TREE 36" OR LARGER MAG MAGNOLIA p PINE I w �� BC PM PALM :x I 0 TREE TO BE REMOVED BB BOTTLEBRUSH MID MAPLE � ; - HC HICKORY CAM FOR CONTINUATION FOR CONTINUATION . ( � TREE PROTECTION ZONE TREE UNKNOWN TYPE OF TREE E EAR ,,-./ OF STREET "13' OF STREET wB'w Lu >_ �,_ >_ :x SEE SHEET NO. T2 SEE SHEET NO. T2 ca z ..� .... �'; . : t i � t I . ; -1 : ; 2 Q W 'I, 4,li�,l:;_­,.,, � � S, ...... �,-, -', '. , "I : 1. : —­--­­-­­­­ . . ..................................... f . .. ...... �­T, ...... ll, ............ . ...... ; i : : % : I I . — - , . 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I �, 1�1 , I , 6C,ALE: P = 40'-011 /I ,.-+-/ A, fn iz. - ft . Mi hael R. t tham, RLA #LA0001643 . � On 3 LEGEND Q o TREE TO REMAIN C ® SPECIMEN TREE 36" OR LARGER W TREE TO BE REMOVED Z j TREE PROTECTION ZONE 0" 0 (SIZE)" OAK CD CEDAR MAG MAGNOLIA BC BLACK CHERRY BB BOTTLEBRUSH HC HICKORY TREE UNKNOWN TYPE OF TREE E ELM POND P PINE PM PALM MP MAPLE CAM CAMPHOR E EAR F1!!V 1 `--- 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) PARTIAL TREE REi�®VAL PLAN SCALE: P = 401-011 Michael R. W m W z 4! J LL Q p V 0 Q U 00 a N Cx z 0 W m d � J Od CT-1 H s die �CE0W J L C J � � C C � ,a xa Im W16 *' H �M m� yM 116 ® V. C V. ® R uj Z � Q J W W W W Q� � W O W W � o � o o o y 0 � p � p N 4k W W � OY3� 0�. 0 H h am, RLA #LA0001643 TRACT ACT 141 T WITH PLANTINGS „►.tnc, . - TRACT _ ,., A ► ► (TYp.) TRACT ®G' DEDICATED R%W l L.. . 2 TRACTL, ' TINGS '. PLAN AN RAT WITH 10 LANDSCAPE iCx WALL (TYP •) RH1�H g Aw;6 HE\WECTORANGE TRAIL ALONG ...,. :.r TRACT TRACT ``� D CITH APE ... AN 10 ; L NEE HIGH PVC P� Wit. S AND " � RAIL TING ; G, T PLANTV OR AN THE W ALONG' •l:'`....,..>.. r.'/.:5 •i �,. , 44.E /ryr fi4fi - 3 ui t_.t Q 1 S sq• f1.. per side. c� Area maY not exceed Lower Case Copy DRgWING BY CX OTHERS Upper and Drawings GRApHiC SHOP " let 11pp Shop i vz uit , perm, tIng• Q polished Bronze "Loci ° submitted at time of p �n to �ati and file as req � { " letters, icontractor to be 12 Q � LU co 1 3 — �Ir � n forest green) 1 r._ W z U � 12" LU square re with 5iG-�N '_gr in 60+ sf area " . " = a t� Luc+do + ti+ o: `� 6" 1 0 t _ 3 - �r' polished Bronze R6, � � o � Q v �` fetters t a R--5'in / 1111 I t 111 11111 I''�' •� illlllll 1 ' I �'�) W \ s �✓ e j(/ij Tr b soldier (typical} »::,rxx4».... x m the sm lock (tYPIcal) .rxviaxrnx:>n]%,i.4liira•»iiix.•rix; .... " ....•... .,. ............ c (Yp ) :... m;.a ,rx,».4>,,.x„:;,,:,,.,,:_;r ';;h". ed from ra it be measured smb re b i k .,r :.. mum wall height shall and back of the wall. norwegian d r t ica{ » »r ...........r......._...,... f�:::. pTE• �n the rr ' ed grade 6 m front i _...... 4..............,.....,,;.., highest fi sh AT � t IW1 �4..k ,.,: •A f 5 NCB II ter creme WallWALL ,,' ,; - t�4 �1'k+. i��'rj ME LU OF PE MIT ,,%; : , :..■, s SIZE E1NF D �` " SGAL�: FOOTING E AND RSUBMITTE A ME '� s CONTRACTOR TO EVE is so : o: d.- caw"a i,.;' cis require "2 f a ° and sign waCl� cations by others — -- --j ;. _ Footing for perimeter einf rc{ng specifi ti l C . ` I% Actua1 size and r ° 2 a 4 2 •• { - i _ -- -- -- PERK— f: N� NOTE' — TE PR ,a :.u�f::;.;'•. _ _ "CLEARANCE t i FOOTING PLACE_MEALL NQT ENCROACH iNTQ PRIVA r — — SH FpOTiNG SHALL HAVE 6 OF WAY. a JpLI FOOTI�N E RIGHT OF WAY. ENT LINES AND RIGHTS OR INTO RTY AND EASEMENT 3 —6 i� 1— -- -- FROM ALL pROPE 21-0', (typ•) sign wailRACf { r �• lj% �IF�T ST 3 -6 i %f is I:':,':..'. j 7 .%:' •! / / fly, _ 4:j ' '.+ ,:%• �+ .<, •" ." 1/4 11 - 1' - � •�- (^� �� T RBI I L- � t � i a` .. r R aL 1 FL :.,::.., x SIR and r co oN N,41"t� ,,� I aNAMFE % 710 ';,QTY sym LMI~TTO l cA88 a"i, GIS T 1d pAL1"1) c fjf > ,:. .x. Q 5 ROMANZpFFIANA (au1=1= r, c ,., !•: 0 MIS AF, Sy RA~f WOOD d CHINA A (LlVe O GU5 VIR i d IR Ill QY a R , 12'-14'µTt 311 OFjµt MiS. _ NOi�Y -TREE �, c3A u OAK) c d �` URIFOL (LA R1<L 4 : f L QUE,RGUS 'A` D13µ} M N J , f 4' NOL A) ' 3 s RN FLOB, (50 T M 5PD µTXB - (o f , 4 3 call ,^.lr%-''/r I; /.,.ff %' f f f ��% M� M F[.7`A,-, 3 14 ,,.{:.i/..::::r % 3 f f` `, f ' ., f' f. , i�o0 ND GYP1�55) ENS CPO i b o jj f. f i TU A5G1=1`lp �► •a 0 AXOP I M I, MIS. 30 t�AL., 12'-14' 1�Tt 1� ; 5le, G ` " ►' , . ,` ` ' , z f ..ifs f>: `./f ffr 'i' N :GAIyADEN TX D3� _ ' 15 GSF'D 30 x c�AL., Q - :.lf f;,. !/� OON HOLLY) y .. µ c� X ft .J IL 551NF P � µt t' f / lei .� f CY- 3 IG -12' µT R, �) 30 c�AL., 1 1 U (Gi�AF'E MY „ Oe5µ S. ISOr fly,;; _ j ff' M IA r' :./7: /..f .,,. L A� l±RSTRO� TRUNK, 5 R li. oehc -se. ".:: V) 3"l I L 1-2�- l4` µT t MULTI " At IUM FLORIOANUM (FLOh'I�3fi`Q..1 f:.. POOL j, ;j,. �;.:. Al ;,. LL.1 2 ILLIG „ O FULL, 42 OG ea+s g RU$�: 5g IF 3 GAIL, 30 �`` 5A) C1. ' o SANA (ORM :.. .' ONDRON RF L / L"' r. sou ",• , L :;:':: r `% f'' ,.' 1 ` f •, ,' :;:f..., : :..f r`` �� 2�0 30" OA Fu 3 , .. ,.. f; ...�, : �.. '�> ACT � SAL uFFL •ac `� > 16 r. y ,J /, i D R SW OMM µ115,15 N G C µR t 32 O • z , , RE A >�0 » OA FULL to 1--- ,.:;° y:.y... >; , f F.. " REAT -I, uRNUM) p f ..,...,,, <= R' MIN R5 YiF.3 fr,....f is o SF A (WALTZ V) fir:' •,` . xt ING ; �i' VO t 48 Oc r`'•', lto8 II µ-i't FUL :.f,. j .... 3 0,4L, 30 55) '--� .�� '�.'.: / , •' �,, 1 SAND GOROC�R�` 5P ARTI A OC ;f :: 42 Cs,al, 2`t D15 ) LU ';'`' :;' BIRD t //�. L1TZtA 'J ` ' •`ff f �, ff ` , ::;:;<:' \ :: `:.,�..° 10 5R „ OAj MULTIYK' •C[ f` - \\.: ; f :, ... IND I AN µAW�1'µ0N) lt.. % (IOWARF O ACE`'-'s' i R,O,I�i-4lOLi�iS iNDiGA L PLANTr 30" OG f ' j2,$: 2,0 R t2„-141I OA is FUL f..... _GROUNDG� 3 Cs.A,I, OR IRIS) :: ;� 1— _ ; f%:, L ", °;; ptiw`,T>✓5 �j — 225 DY :TA (i3IGO t FUL.It 2411 O �, U ' ANNUALS ra„-8„µ-i. X 4"-�,"5P17t 12" OG IJ (004 AN 411 POT'FULL o TRACT 1 _ -- T WITH F?T INA 5AKER'i ( SAND GOROC�RA55 ) TR AC 5� A 1 Ot LANDSCAPE C FENCE ,. 55(o� 11FULL PLANT` 3� ° P V rt 1�' IC��'C 14N �'R 5Fs2 41, POT,12 AND OF 6' NIGH E TRAIL � G juNcuS >*�Fu5U5 (SOFT RUSI-I) l a o PLANTINGS E WEST ORANGE 6g�g 10$ ALONG THE i C'sAL, FULL, 24" o c. Stakham, LA0001643 Michael R. RLA # LOCATION MAP - F,4 j2T IAL- ., o_ 2: r.:, :..; O`. ! " f.f O ... f .. W n ri Li W ,:. TRACT 'R' LANDSCAPED MEDIAN TRACT 'u-1'. r ! r TRACT W OPEN SPACE TRACT 'A-T OPEN SPACE PARTIAL LAN1D5CAf-'E MA5TER i=LAN SCALE: P-..60'-0" TRACT 'M' 10' LANDSCAPE TRACT WITH PLANTINGS ,. AND 6', . HIGH BRICK WALL (TYP.) Cn ... ................. . 10 12 3 11 _ `J 60 Q Y ;.... ............, ...,»...................: 10 � U r' I— IY ................................ - W m n 2 ��0 sibU — a. • Q 0 = .... ...................... ................... CO ,a• m z .:.....................................................................:...................... 2 10 i O Q U Q W � z LLJ 01 W Li 7 Q > Cr) O_ n = Q U Q J = � o � LOCATION MAP - 01 3 b PLANT LIST FOR OAK TRAIL RE5E EVE Q a ENTRANCE 5OULEVARZ), REC",REATION 9 AREA AND LAND5CAf=E 5UFFER6. w QTY SYM SOTAN I GAL NAME ( COMMON NAME) Q Q PALMS: 12 SP SA5AL PALMETTO (CA55AGE PALM) Z `� 10'-15' CTt MIN 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10' -20' DRAY WOOD CTt MIN m , Com Z CANOPY TREES: III QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTt 3" 05141 MIN. W o = m a o m v 0 40 QL QUERCUS LAURRIFOL IA (LAUREL OAK) v 30 GOAL., 14'-16' HTt 2" 05H± MIN. m 4 MCA MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) W 100 COAL., 3"-3B" 05H, 14'-Iro' HT X 5'-6' SPD -1-1 TA TAXODIUM ASCENDENS (POND CYPRESS) W 30 GAL., 12'-14' HTt 2B" D5H MIN. UNDERSTORY TREES: 32 CC CERCIS CANADENSIS (RED5UD) 30 GAL., 1.5"-2" D5H, 5'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HT± 4' SPR., IB"-2 "D5Ht 4' CT 31 LI LAGxERSTROEMIA INDICA 'MUSKOGxEE' (GRAPE MYRTLE) o 45 GALt 12'-14' HTt MULTI -TRUNK± 5-1 TRUNKS± 3- IV' 05H MIN. Lu SHRU55: 25S 1F ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC 226 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 50 HR HIBISCUS SFP 'DOU5LE RED RUFFLE' I GAL, 30" OA FULL± 32"OC 165 VO VIBURNUM OBOVATA (WALTERS V15URNUM) 3 GAL, 30" HT± FULL± 46"OC Q_ C= 226 55 SPARTINA 5AKERII (SAND CORDGRASS) 3 GAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DWARF 5IRD OF PARADISE) I COAL± 36" OA± MULTI GROUNDCOVERS: 20'i RI RAPHIOLEPIS INDICA (DWARF INDICN HAWTHORN) 3 GOAL, 12"-14" OAt FULL PLANT, 30" OC I h o 225 DV DIETES VEGETA (51COLOR IRIS) I GAL± FULL± 24" O.C. 'a a a 0 {i 604 AN ANNUALS C v _ IL 4" POTt FULL 6"-811HT X 411-61181=0± 12" OC MITIGATION AREA: 5566 852 SPARTINA BAKER( (SAND CORDGRASS) c 4" POT, 12"± FULL PLANT, 36" OC o. 6959 JE JUNCUS EFFUSUS (SOFT RUSH) q w 1 GAL, FULL, 24" O.C. 'A C � y NOTE: m i ■ 1.) SEPARATE CONSTRUCTION PLANS FOR THE CLUBHOUSE, POOL, POOL DECK AND POOL DECK FENCING w SHALL 5E PROVIDED 5Y OTHERS FOR THE 5UILDING AND HEALTH DEPARTMENT PERMIT APPLICATIONS C FOR THE ALL RECREATION CENTER IMPROVEMENTS. ; I- A. 2.) THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO SHOW GRAPHIC INTENT OF THE RECREATION AREA (TRACT' 0') SITE ELEMENTS. A COMPLETE RECREATION AREA SITE PLAN AND THE Q APPROPRIATE SUPPORTING* DETAILS ARE TO 5E PROVIDED BY OTHERS. A COMPLETE Q RECREATION AREA SITE PLAN MUST 5E SUBMITTED TO THE CITY OF OCOEE. FDA, INC. WILL NOT cc 5E HELD RESPONSIBLE FOR ANY ACTIONS TAKEN AND OR NOT TAKEN TO 05TAIN APPROVAL o FROM THE CITY OF OCOEE. J U.- 3.) ALL UTILITIES ARE TO 5E SCREENED WITH LANDSCAPE MATERIAL, PER CITY OF OCOEE Z REQUIREMENTS. THIS INCLUDES POWER 50XES, TELEPHONE BOXES AND SACK -FLOW DEVICES. Q J 4.) STREET LIGHTS ALONG STREETS 'A', 'C' AND 'E' WILL 5E SHIELDED OR FULL GUT -OFF LUMINAIRES CL INCORPORATING FLUSH -MOUNTED LENSES TO MEET CITY OF OCOEE DEVELOPMENT REQUIREMENTS. w j 5.) NO CANOPY TREES MAY 5E PLANTED WITHIN 10 FEET OF UTILITIES. UNDERSTORY TREES, SHRU56, CL GROUNDCOVERS, AND SOD WILL 5E PERMITTED. V �► � �-�= r O Lu r Lu !0 - I V �1 O 0 U o 0 N- N W Michael R. Statham, RLA #LA0001643 `/ r <1: < 4° i O i QC RF QV QC Vp Q 11 ki � z c c c � c � c < c : c <: �cs 0O aU0�0�0 Oda • o i L' r ....., .... 4&4,4(S VTR 3 O m .............. .............. ............. ............. ... ............. ............. ............. ... ............. ............. ............. .............. ............. ... i (n TRACT 'L' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) DETAIL-LAND5GAPE PLAN - SCALE: 1 20'-011 n W N 11 a DETAIL LAND5CAPE FLAN SCALE: 1" = 20'-0" 54 TRACT 'N' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) TRACT 'N' ICONT.I 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) LOCATION MAP LOCATION MAP W 3 0 Q Z i 1 Q W m >- co m Wz LaW� z 3 Y o � o Q � CL p U Q U co W W > z 0 W PLANT L-15T FOR C < TRAIL RE6EFRVE ENTRANCE SOUL EVARD, F.EC:REATION AREA anal LANDSCAPE 51JFFER5. Lo QTY SYM 50T AN I CAL NAME ( COMMON NAME) c' PALMS: 12 SP SABAL PALMETTO (CABBAGE PALM) --- 10'-1V CT± MIN 11 AR SYAGR'US ROMANZOFFIANA (QUEEN PALM) o 10'-20' GRAY WOOD CTt MIN r cbo o m CANOPY TREES: Ill QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL., 12'-14'HTt 3" DBH± MIN. a 440 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) x H 30 GAL.., 14'-16' HTt 2" DBHt MIN. � c E c W 4 MG MAGNOLIA GRJANDIFLORA (SOUTHERN MAGNOLIA) i \ r 100 GAL., 3"-3B" DBH, 14'-16' HT X 5'-6' SPD 11 TA TAXODIUM ASCENDENS (POND CYPRESS) J � � m 30 GAL.., 12'-14' HTt 2B" DBH MIN. d UNOERSTORY TREES: 32 CC CERCIP CANADENSIS (REDBUD) cr 30 GAL.., IB"-2" DBH, V-10' HT X 3'-4' SPD k c 34 IC ILEX CASSINE (DAHOON HOLLY) J c a; 30 GAL.., 10'-12' HTt 4' SPR., 1.5"-2 "DBHt 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GAL:t 12'-14' HTt MULTI-TRUNKt 5-1 TRUNKSt 3- 1.5" DBH MIN. 14 M 614RU58: 25S IF ILLICIUM FLORIDANUM (FLORIDA ANISE) ,°1�` 3 GAL, 30" OA, FULL, 42 "CC , 2 T. 226 RF RHODODENDRON FORMOSANA (FORMOSA) , c m p 3 GAL, 30" CA, FULL, 36 "OC 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULL t 32 "OC 168 VO V5URT4UM 050VATA (WALTERS VIBURNUM) O 3 GAL, 30" HT t FULL t 48"OC 22S SB SPARTINA BAKERII (SAND CORDGRASS) 3 GAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) 1 GALt 36" OAt MULTI J Lai Q� (31ROUNC)COVERS: 201 RI RAPHIOLEPIS INDICA (DWARF INDICN HAWTHORN) 3 GAL, 12 14 OA± FULL PLANT, 30 OC Lv (� CL 225 DV DIETES VELETA (BICOLOR IRIS) v J 1 GALI: FULL± 24" O.C. Q 604 AN ANNUALS O Lu 4" POT± FULL 6"-S"HT X 4"-6"SPD± 12" OC _ z LV J � MITIC;ATION AREA: 5566 552 SPARTINA BAKERI (SAND CORDGRASS) O 4" POT, 12"t FULL PLANT, 36" OC Lt.. 6959 JE JUNCUS EFFUSUS (SOFT RUSH) O 1 GAL, FULL, 24" O.C. U � � 0 N W Michael R. tatham RLA #LA0001643 f .. ......... ....... .. ......... ....... ............. ... ........ vto ,.,, ,,,,.. _ .I...... 12 ................... t .... AN AN % 24" COLUMN f :. < • 40 140 •.< AN Sp ®• < 40 ' 3 24" COLUMNS SR i L1 H S B LI 5 12 3 RI DV`; ,, ` 20 DV: 12 G .......... Q < 20 SFI ° 6 SID G< M 3 ° 2 �/` < ° ° < QVL 2 AR z1 g� 5 61 / MG c: AN F 2 _........................ 40 �. TRACT 'R' LANDSCAPED MEDIANaaff INA is f .i%/iaiaifai o. DETAIL_ LANDSCAPE FLAN SCALE: 1" = 20'-011 J.......... f. LOCATION MAP DETAIL. LANDSCAPE FLAN SCALE: P = 20'-01' TRACT W OPEN SPACE ,4NT LIST FOR 0A< TRAIL RE5 ENTfi;RANCI= 5OUL_EVAfRD, RECREATION Afi;'EA and L.ANDSC FE 5UFFER5. QTY S`fM 50TANICAL NAME (COMMON NAME) PALMS: 12 SP SA5AL PALMETTO (CA55AGE PALM) 10'-18' CT± MIN 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CT± MIN CANOPY TREES: Ill QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HT± 3" D5H± MIN. 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) 30 COAL., 14'-16' HT± 2" D5H± MIN. 4 MGM MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 COAL., 3"-3.5" D5H, 14'-Iro' HT X 5'-6' SPD -11 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 COAL., 12'-14' HT± 2.5" D15H MIN. UNDERSTORY TREES: 32 CC CERCIS CANADENSIS (RED5UD) 30 GAL., 1.5"-2" D13H, 8'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HT± 4' SPR., 1.5"-2 "D5H± 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 COAL± 12'-14' HT± MULTI -TRUNK± 5-1 TRUNKS± 3- 1.5" D5H MIN, SWR J158: 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC 226 F4F RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 50 HR H151SCUS SPP 'DOU5LE RED RUFFLE' 1 COAL, 30" OA FULL± 32"OC 168 VO V15UIRNUM 050VATA (WALTERS V15URNUM) 3 GAL, 30" HT± FULL± 46"OC 228 65 SPARTINA 5AKERII (SAND CORDGRASS) 3 GOAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DWAi;F 51RD OF PARADISE) 1 GOAL± 36" OA± MULTI GROUNDCOVERS: 201 RI RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN) 3 GAL, 12"-14" OA± FULL PLANT, 30" OC 225 DV DIETES VELETA (51COLOR IRIS) 1 COAL± FULL± 24" O.C. 604 AN ANNUALS 4" POT± FULL 6"-811HT X 4"-611SPD± 1211 OC MITIGATION AREA: 5566 652 SPARTINA 5AKERI (SAND CORDGRASS) 4" POT, 12"± FULL PLANT, 36" OC 6959 JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 241, O.C. W 3 Z W � I Z � W Co >- m m Z m W Z W >Wi Q p U a � Q U m W m W 0 y m� s W e `� � r 2 I- A. o J J� W CL to V �W 0 Q ct z O Q � J � V O LAi O U m N � 0 N N� o Ali V � W LIJ W 0 11) og so! y VZj Michael R. Statham, RLA #LA0001643 12 AN„f„ 140 1. 40.`f H R 20 DV 20 ►�n DETAIL LAND5C4f= E FLAN 5C,41-E: P = 20'-011 24" COLUMNS \ I I 8" MNS\ CC 2 QV 2 2 QL R 2 1; ................ i............................................................. ....v............L................................................................................................................. s............ C 2 2 15 2 ......................... ............. ............. .......................... ............. ............. ............. 3 TRACT 'M' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) 0 O LLJ J m . � f W W : Cn i !)11 1� � I ..... ............. .......................... ............. 0 O 0 ..........: O O .:r . 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OTY SYM 50TANICAL NAME (COMMON NAME) PALMS: 12 SP SA5AL PALMETTO (CA55AGE PALM) 10'-18' CTt MIN 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CTt MIN CANOPY TREES: Ill QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTt 3" 051-11 MIN. 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-16' HTt 2" D151-1t MIN. 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3.5" D514, 14'-l�o' HT X 5'-6' SPD 11 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12'-14' HTt 2.5" D5H MIN, UNDERSTORY TREES: 32 CC CERCIS CANADENSIS (REDSUD) 30 GAL., 1.5"-2" D5H, 8'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HTt 4' SPR, 1.5"-2 "DSHt 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GALt 12'-14' HTt MULTI-TRUNKt 5-1 TRUNKSt 3- IB" D5H MIN. SHRUIBS: 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC 226 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 50 HR H151SCUS SPP 'DOU5LE RED RUFFLE' t 1 L 3011 LL GA 32it OC OA FU 168 VO V15URNUM 050VATA (WALTERS V15URNUM) 3 GAL, 30" HT t FULL t 48"OC W 3 D 0 Z W � I Z O W n] W Z W W J 3 Cz QOt 0 p U Q U Co W N W 0 Cx J a G _ 0 E o Li J d C � 4-4 H d � C d n J d � W = y a m i �rL ea " 0 s 2 r A 1. V, 1. i0 228 85 SPARTINA 5AKERII (SAND CORDGRASS) -..1 3 GAL, 24" OA, 42 "OC Q J Z 10 SR STRELITZIA REGINAE (DWAl;a= 51RD OF PARADISE) 1 GALt 36" OAt MULTI GrtROUNDCOYIE-RS: 201 RI RAPHIOLEPIS INDICA (DWARF INDICN HAWTHORN) (f� 3 GAL, 12"-14" OAt FULL PLANT, 30" OC V 225 DV DIETES VELETA (BICOLOR IRIS) Q Q Q 1 GAL t FULL t 24" D.C. z O W Q Ljj 604 AN ANNUALS 4" POTt FULL (o"-8"HT X 4"-6"SPD1: 12" OC V I I IF T 7 M— MITIGATION AREA: 5566 652 SPARTINA 5AKER1 (BAND CORDGRASS) 4' 4" POT, 12"t FULL PLANT, 36" OC —' 6959 JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 2411 O.C. O N A O LOCATION MAP 7 OfM? a o uvi v=i Michael R. Statham, RLA #LA0001643 f% / f / //f :l, %f f' /f / , �r / / r /ii�/:. ........... :, .-. F r / r rr ram.,.. , / QV // / ffff ..,/ --_'. 6V L •. ` L .•f�/% if/ f!,- , ., , 1 .. 00 / ,� //!l ice',/� I:Y f f// �fJ��'/ f' L f .; i O O ' • / ,,;; L TA f. 1 .. j- ;%„ is i%r%1'` L IF 3 IC ; SB2 8180 TOTAL TA 3 '.` , JE 710 r 5 JV Ic Al fC. : f' V TA f / Q � f. < 4 5 ff... SB2 1 SOD r: r. l 0 JE .r .-f, / l' f/' /Ic/. 3 720 . o '. f, IF �.. / {{ ;, R 22 41 f 1, / " '... SEE NEXT PAGE FOR CONTINUATION TRACT W / TRACT 'C-1' / TRACT 'C' OPEN SPACE WETLANDS RETENTION DETAIL J-AND5C;Af r= PLAN SCALE-. P = 201-011 1 •a f. 907 r / r 1 / l l e !f / L r: f F 131,f i 1 : f 5 ; : f' is f. :f �f f„ 2 1 SB r:.. './:::::. :fr / i,.01 /"... / 0 : /".:'. /. • f• f "".. r r �F f, r r: •"LI f . r ` / f+, e`: f S e / , / r f / j ! • xV %. :. i O IF /%//r/r.....,y ......../j '•.. O F / f / M PLANT L 1ST FOR OAK TRAIL RE -SERVE ENTRANCE 5OUL E VARD, RECREATION AREA arld LANDSGAFE 5LIFFER5. QT`f SYM 50TANIC L NAME (COMMON NAME PALMS: 12 SP SABAL PALMETTO (CABBAGE PALM) 10'-18' CT± MIN 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CTt MIN CANOPY TREES: Ill QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTt 3" D51-1t MIN. 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-16' HT± 2" DBH± MIN. 4 MG 'MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3B" D514, 14'-16' HT X 5'-6' SPD 11 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12'-14' HT± 2B" DBH MIN. UNDERSTORY TREES: 32 CC CERCIS CANADENSIS (REDBUD) 30 GAL., IB"-2" DBH, S'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HT± 4' SPR., 1.5"-2 "DBH± 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GAL± 12'-I4' HTi MULTI -TRUNK± 5-1 TRUNKS± 3- IB" DBH MIN. SHRUBS: 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" CA, FULL, 42 "CC 226 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULL± 32"OC 168 VO VIBURNUM OBOVATA (WALTERS VIBURNUM) 3 GAL, 30" HT± FULL± 48"OC 225 SB SPARTINA BAKERII (SAND CORDGRASS) 3 GAL, 24"OA, 42" OC 10 SR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) 1 GAL± 36" OAt MULTI GROUNDCOVERM& 201 RI RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN) " " " 3 GA 12 14 DA FULL ANT 30 OC L LL PLANT, 225 DV DIETES VEGETA (BICOLOR IRIS) I GAL± FULL± 24" O.C. 604 AN ANNUALS 4" POT± FULL 6"-8"HT X 4"-6"SPD± 12" OC MITIGATION AREA: 5566 552 SPARTINA BAKERI (SAND CORDGRASS) 4:' POT, 12"± FULL PLANT, 36" OC 6555 JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 24" O.C. :>V 4 i n'1 Rf TA 3 TA 3 IC 2 1 TA 3 IF W 3 2QQ Z, eh `` l W W z W W r Z. Q U o Li. a, 0 o p C� Q V _ m 0 W l W QC. 0 J ffi C E p Li L J C IV m� C ,a w x C r H m� C� n G C r df i9 V. f V) s� 'v.f J LLJ / LLJ LAJ CL / r'•. t £ f Q f' '> / �v /Aj, r _ = o U O N N N� Z \ aII P v OLJ J uj 08 in v=i Michael R. Statham, RLA #LA0001643 JDG r rJ + f�r ;..: fF 5 S f C 18" Im TRACT 'O' / COMMUNITY RECREATION AREA DETAIL LANDSCAPE PLAN SCALE: V - 20'-011 RF 15 TRACT W / TRACT 'C-1' ICON J / TRACT 'I' 1CONT.1 OPEN SPACE WETLANDS BUFFER 'm LOCATION MAP p 4i ZQ W � I Z W m W Z W W J ui p � U Q Q m A W f C PLANT L 15T FOR OAK TRAIL RESERVE ENTRANCE 5OULEVARD, RECREATION A AREA and LAND5CAPE 5UFFER8- h 1 OT`t' S`I'M BOTANICAL NAME (COMMON NAME) v �. PALMS: _ 12 SP SA5AL PALMETTO (CA55AGE PALM) C a W 10'-18' CTt MIN j I C 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CT± MIN c CANOPY TREES: - III QV QUERCUS VIRCaINIANA (LIVE OAK) , m 65 GAL, 12'-14'HT± 3" 05H± MIN. i a 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) d 30 GAL., 14'-I&' HT± 2" D5Hi MIN. x Cn 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) °� W �= � Z 100 GAL., 3"-3.5" D5H, 14'-16' HT X 5'-6' SPD � N i 11 TA TAXODIUM ASCENDENS (POND CYPRESS) S m 30 GAL., 12'-14' HT± 2B" D5H MIN. L � UNPERSTORY TREES: 32 CC CERCIS CANADENSIS (REDBUD) 30 GAL., 1.5"-2 D5H, 8 -10 HT X C 34 IC ILEX CASSINE (DAHOON HOLLY) es O 30 GAL., 10'-12' HT± 4' SPR, 1.5"-2 "D5H± 4' CT Q 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GAL± 12'-14' HT± MULTI -TRUNK± 5-1 TRUNKS± 3- 1.5" D5H MIN. LY► SHRUBS: 0 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) j 3 GAL, 30" OA, FULL, 42 "OC 226 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 3ro "OC J 50 HR H151SCUS SPP 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULL± 32"OC 168 VO V15URNUM 050VATA (WALTERS VIBURNUM) 3 GAL, 30" HT± FULL± 48"OC 228 815 SPARTINA 5AKERII (SAND CORDGRASS) 3 GAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DWARF 51RD OF PARADISE) Z 0 Lv 1 GAL± 36" OA± MULTI Q uj 0 GROUNDCOVERS: .J V 201 RI RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN) 3 GAL, 12"-14" OA± FULL PLANT, 30" OC 225 DV DIETES VEGETA (51COLOR IRIS) 1 GAL± FULL± 24" O.C. 604 AN ANNUALS 4 POT± FULL 6 8" HT X 4 611 SPD± 12 OC MITIGATION AREA: M o � 5566 852 SPARTINA 5AKERI (SANE) CORDGRASS) co N 4" POT, 12"± FULL PLANT, 3(o" OC N N o 6959 JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 24" O.C.4 - — o Q W ?Stat O h 1=i1 Michael R. , RLA #LA0001643 10, ull, . . ......... .... .............. ............. .......... ............. ............. ............ ----------------------- --------- . ..... ....... . . .... .................. . .......... .... . . . .......... ....... CLARKE ROAD .................irk 0111 - zt Ai - 41 4 9v(& ......... . ... .... ... .......... .... ........................ . ............ ............... .... R1 B Ll AN 10 12 3 60 24" COLUMNS .... ............. ............. ............. ............. ............. ........ :.ACT F0 ANDSCAP , (,`i`-TRACT WITH PLANTINGS ND 6' HIGH ]IRICK WALL i(TYP.) ........................... -------------------------------------------- TR.AC.T V -I--- ......... .............. ............... . ..... 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH VINYL FENCE (TYP.)' 12 Z. ' DETAIL LAND5C4PE PLAN 5CALE: III = 201-011 TRACT 71 TRACT V R/W CONVEYANCE R/W CONVEYANCE DETAIL LANDSCAPE PLAN SCALE: 111 = 20'-o" RF 11 Qv 2 QL 2 vo 15 Qv 2 CC 2 I............. .......... . ....... -,011gif, ;p/ md Ai-H M 0 A/11of 011 Alf M O a. /00* TRACT V 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL (TYP.) I LOCATION MAP LOCATION MAP ... ........ A", .......... Al� I F A OF R 1 -.2-2 41 > \51 x Qv AN, 3 1'71A Lu >� Co Cx1 03 tr- WELL I C 4.1 Lu L'i < 4 2 Lu DV TA CL . ...... ...... ........ . ,,� . ... .. . A. 4R 1 Q R F c1c fF 1 . RF SB 5 7 CLUBHOUSE A 4 RECREATION CENTER WITH AMENITIES 19 S D 4 DV GATE 47 AR DECK G 3 ;TA f, TRACT '0' AR vo RECREATION CENTER WITH AMENITIES A 54 QV CLUBHOUSE, 740 SF 2 -T8 Y C4 ADA COMPLIANT POOL WITH CONCRETE DECKING �' \ I A x ADA COMPLIANT TOT LOT ... .... ... A __ ��.:'::'..:"•''.... ....:'� 60 HEIGHT METAL PICKET FENCE AROUND POOL z . . .. ... 60" HEIGHT METAL PICKET GATE WITH SELF POOL CLOSING AND LATCHING HARDWARE AT POOL PARKING, 8 SPACES WITH 2 HCAP SPACES TO REGULAR PARKING SPACES 10' WIDTH X 20' DEPTH TYPICAL INNS LOT HANDICAP SPACES: 12' WIDTH X 20' DEPTH TYPICAL TE AR WITH 5' WIDE WALK SPACE IN ADDITION TO PARKING AREA 6 CANOPY TREE, UNDERSTORY TREE, SHRUB, GROUNDCOVER XK AND SOD PLANTINGS WITH AUTOMATIC, UNDERGROUND IRRIGATION C�4 SOD TA X /I C )L 2 01 . ... ...... . -TREE/WELL 3 Cb Co 2 CO CD Qv SOD g I VC -En C 0 DETAIL LANDSCAPE PLAN N V I LOCATION MAP H t SCALE: P 20'-0" C E PLANT LIST FOR OAK TRAIL RESERVE L f ENTRANCE BOULEVARD, RECREATION AREA and LANDSCAPE BUFFERS. C 0 OTY SYM BOTANICAL NAME (COMMON NAME) Qli C PALMS: 12 SP SAIBAL PALMETTO (CA55AGE PALM) CTt MIN 11 AR SYAdsRU6 ROMANZOFFIANA (QUEEN PALM) M 10'-20' GRAY WOOD CTI MIN 2" "US VIR CANOPY TREES: III QV QUEFW �GINIANA (LIVE OAK) Oft 1, 65 GAL, 12'-I4'I4Tt 3" 0151-11 MIN. C 40 QL QUERCUS LAURIFOLIA (LAUREL OAJQ ; 0� 30 GAL, 141-161 HTt 211 DEN -It MIN. 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL, 311-35" 0514, 14'-I6'HT X 51-61 SPO -1-1 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL, 12'-141 HTi 25" 0131-1 MIN. UNDERSTORY TREES: 32 CC CERCIS CANADENSIS (REMUD) 0 30 GAL, I511-211 05H, 8'-10- HT X V-41 SM --j U.. 34 Ir, ILEX CASSINE (DAHOON HOLLY) 30 GAL, 10'-12'14Tt 41 SM 1.5"-2 110514t 41 CT 31 1-1 LAGERSTROEMIA INDICA `MUSKOGEE'(CRAPE MYRTLE) 45 GOL:k 121-141 HTi MULTI-TRIMi 5-1 TRUNKSt 3- IS" DE3w MIN. 25S IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42"0-0- 226 RIF RHODODENDRON FORMOSANA (FORMOSA) C)r 3 GAL, 3011 OA, FULL, 36110C L Ct Eso HR W151SCUS SPP'DOU5LE RED RUFFLE' w 7 GAL, 30" OA FULL' 32110r- V) 168 VO VIBURNUM 015OVATA (WALTERS VIBURNUM) 3 GAL, 30" WTi FULL' 48110C Ln 228 85 SPARTINA 5AKERII (SAND COFZDGIRASS) 0 3 GAL, 2411 OA, 42110C L Lu 10 SIR STRELITZIA REGINAE (DWARF 151f;Z0 OF: PARADISE) J 'I GAL' Bro" OAt MULTI GIROUNDCOVERS: 201 RI RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN) 3 GAL, 1211-1411 OAk FULL PLANT, 30" or- 225 ov DIETES VEGETA (51COLOR IRIS) I GALL FULL' 24" O.C. 604 AN ANNUALS 4" POT:k FULL 6"-8"WT X 4"-6"SF`0:k 12" OC MITIGATION AREA: rrgg, 6132 SI-ARTINA 5AKERI (SAND r_opz<.pAss) 4" POT, 12"1 FULL PLANT, -vo " OC 6e5e JE JUNCUS EFFUSUS (SOFT RUSH) 4. 0 1 GAL, FULL, 24" O.C. v N� I �' it � a 0 y vZj Michael R. Statham, RLA #LA0001643 z O .r,..:...,,,»........».::. .....::»::,......,.,.::.. ...........rr..:::::::.::::::,,,,:......:,,J,.,.'......:.,w...,:::::::,,,,,:::::::,.::rr::......,,,,.,:".:.,.'rn..: w,N.::::::;,,,,.. r„r,:r.::::.,,,,r:»:...;:.,,,,,J....:;: »..:..;,,,,,,..:...:,.,N, I-- ,...1 ...1 ,//Jii:'1//,�,/f�»r;y,:n....MJJi'�N/���ii:yyA%JJNJJ��vui»ii/.':iiyJJ:ii:dlpFFi::i� ........r'�,a,»��:»����y �diJi»Nir:.m �:nindi ,w,i »::»», :; ,� „..in,JJi�/inn»�%,r,�:�l..'J.Y.�h'1%,�,�lj���„����N� ............................................. ........... ...:./f1lf,�%j��... ' ,ii r»» Jin rrN, »r..rr jf ,�''::%/' TROUT LAKE ROAD � / it'Allo,./i%t ,,, // , „»»,,,::J.,,:.:.,,,,,»::,,,J ,,,: / ,,•'' ff ����-'....fft /Jtf�,rr,,,,.:,J.,,,,:„:„r.,,,.,,.,::,rr.Jir„r::. . .1• fI� ..�/r .�tJ '� l o q)o 6� f u C 000000 ---si0 .... .... .... 1 ; ..... 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Or On O i s 00 OD; • 1 } O _ 19 W { 16 17 18 Q w TRACT 'J' (CONTJ Lij w 10' LANDSCAPE TRACT WITH cn () PLANTINGS AND 6' HIGH VINYL FENCE DF—TA1L LANDSCAPE PLAN SCALE: 1 ; .... :,:rr,.............. i /r H ..... ............. .- ---- ............. ............. ............. ............ ............. ......... ... ............. ............. ............. .... ....... ... ....... .... ...I-V, z O_ Q z_ z C U ry C I LL C Cc Q LL U UF—T,41L. L,4NC)5CAPF— PLAN SCALE: 1" 20'-0" TROUT LAKE ROAD O O O •� .® 0:. 0 ® ®® .. c TRACT 'A-2 / TRACT 'J' (CONTJ RETENTION 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH VINYL FENCE M _l 0 r LOCATION MAP 41, �_ LOCATION MAP o vi z W Z �F m m m m Z Y W J z 3 Q v C W o Q. Q U m W 0 3. 0-1 LOCATION MAP a- PLANT LIST FOR OAK TL REeERVE • ENTRANCE 15OULE VARD, RECREAT i ON CA E SUFFERS. A and L �A1�U S P r4RE Z cb QTy SYM 50TANIC4L NAME (COMMON NAME) h h PALMS: 12 SP SABAL PALMETTO (CABBAGE PALM) s 44 10'-18' CTt MIN or a :�i. g N. 1-1 AR SYAGRUS RO1" 1ANZOFFIANA (QUEEN PALM) E p d 10'-20' GRAY WOOD CTt MIN C a �A CANOPY TREES: 111 QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HT± 3" DBIH± MIN. ; r 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) s p, 30 GAL., 14'-16' HTt 2" DBH± MIN. A L 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) ��j �� 100 GAL., 3"-3B" DBH, 14'-16' HT X 5'-6' SPD y' x d J c 1-1 TA TAXODIUM ASCENDENS (POND CYPRESS) � W 3 = H 30 GAL., 12'-14' HTt 2.5" DBH MIN. , m UNPERSTORY TREES: 32 CC CERCIS CANADENSIS (REDBUD) ,. M 30 GAL., 1.5"-2" DBH, 8'-10HT X 3'-4' SPD 34 IC ILEX CA65INE (DAHOON HOLLY) r � 30 GAL., 10'-12' HTt 4' SPR., 1.5"-2 "DBH± 4' CT 3-1 LI LAGERSTROEMIA 1ND1CA 'MUSKOGEE' (CRAPE MYRTLE) �-- 45 GAL± 12'-14' HT± MULTI-TRUNKt 5-1 TRUNKS± 3- 1.5" DBH MIN. QQ SNRU3S: 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 0 3 GAL, 30" OA, FULL, 42 "OC J L'' 22(o RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36 "OC 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' J 'i GAL, 30" OA FULL± 32 "OC ~ J 168 VO VIBURNUM 050VATA (WALTERS VIBURNUM) �•l.� Q 3 GAL, 30" HT± FULL± 48"OC 0 , 225 SB SPARTINA BAKERII (SAND CORDGRASS) UJ '► 3 GAL, 24" OA, 42 "OC CL V) 10 SR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) (LL] i GAL± 36" OAt MULTI 0 Q 0 Z W GROUNOCOVERS: 201 RI RAPHIOLEPIS 1ND1CA (DWARF INDIAN HAWTHORN) Q () 3 GAL, 12"-14" OA± FULL PLANT, 30" OC 0 225 DV DIETES VELETA (BICOLOR IRIS) 1 GAL± FULL± 24" O.C. 604 AN ANNUALS 4" POT± FULL 6"-8"HT X 4"-6"SPD± 12" OC MITIGATION AREA: 5566 SB2 SPARTINA BAKERI (SAND CORDGRASS) 4" POT, 12"± FULL PLANT, 3fo" OC °a 6g59 JE JUNCUS EFFUSUS (SOFT RUSH) � N A �j '—<' o 0 I GAL, FULL, 24" O.C. N �r _ o Michael R. Statham, RLA #LA0001643 SB j DETAIL LAN[)5CAf=>EE FLAN SCALE: I" = 2o,-o" 37 o Q f I ///•,.,, .. 00 . y .............. , 0 .................... �00- C-, - 8. • ! W / / m 2 Q "..... ,. ',¢; o :.,,,,-,,, fir,,,.,».,. „ ,,,,,.•„ r...,,,.,:, rn, s t,' Wt,.,,,,:;:.. ,,.,, ,/ �}...:.r..,rrr,,,;......r......r.... ............................. �`/i/r., .......... �,,,:,f..,.., ... .. , ..., k.. .... DETAIL L4Ni)SC,4fE FLAN SCALE: I" = 20'-011 J %&(DooG, DC 15 36 ............. D WEST RANGE TRAIL TRACT 'I' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH VINYL FENCE ALONG THE WEST ORANGE TRAIL •r rr ,lb ; &. f , : :f , f o U i 0 / t, t t ,.. ,f fl a.... : D , .... D Fr. i r ; i jki • -__�-- 3 r ... o w,.,.,......rr....... »,,,,,:,r.,,, rr,-r,,,^,,,,,r..,,,,..,,,,.,,,,,,,,,...,..., ,,,.. ,� , ,rr,r,,,,,,,r ,r.::..:.,,,';,;,.:.;',:,,.,.: /,v in r. n..:ri` ,: :::,.:,.,::. r ,ir�m�u„— .. „ .r , i;-i:,r......... �/1��.;�i niiiirui...::n.::::p,r : v:/.l.iiiiii ii/r/%�rirriii.j.u. ..... :, AL f,.,f/Rl jriin E i ff f o f „r,r.r.,..,. f r' „♦%� nir ...... -)/ ...... . ... . ......... .. �i,. s '„ . . . ... ............ 'F' .. «fin" ,.,:::�:�, 1_LI r i r :. -', ...... ................ ........... .. . . ............ .................. ..................... ............. W ....................... ........... W I Am LOCATION MAP r , .........wr %%/ \ 0111101-1-- r-r r /j %' �L f''''�.':' Ifr,r i \ _............................................................ .......................,..,........: .......................................................... _...........-............................................,.,.... D D D D D, D 4 CJ O p D P U S J � v 2 � f „...",..... WEST ORANGE TRAIL TRACT 'I' ICONTJ 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH VINYL FENCE ALONG THE WEST ORANGE TRAIL V \ y : H. t ,r L1-z� LOCATION MAP PLANT LIST FafR 0,4K TRAIL REeEfRvE ENTRANCE 5OULEV,4pr,), RECREATION AREA and LAND5CAFE 5UFFER5. OTY SYM 50TANICAL NAME (COMMON NAM PALMS: 12 SP SABAL PALMETTO (CA8t3AGF PALM) 10'-18' CTi MIN 1't AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CTt MIN CANOPY TREES: 111 QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTi 3" DBHt MIN. 40 QL QUERCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-Iro' HTi 2" DBHt MIN, 4 MGM MAGNOLIA GxRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3.5" DBH, 14'-16' HT X 5'-9,' SPD "l7 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 COAL., 12'-14' HTi 25" DBH MIN. UNDERSTORY TREES: 32 Cr- CERCIS CANADENSIS (REDBUD) 30 COAL., 1.5"-2" DBH, 8'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HTt 4' SPR-, 1.5"-2 "DBH± 4' CT 31 LI LAG:ERSTROEMIA INDICA 'MUSiGOC:EE' (CRAPE MYRTLE) 45 GOAL± 12'-14' HTt MULTI -TRUNK# 5-7 TRUNKS± 3- 1.5" DBH MIN. SI-IRUSS: 25S IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42"OC 22ro RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 3ro floc 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' 7 GAL, 30" OA FULL± 32"OC 168 VO VIBURNUM OBOVATA (IUALTERS VIBURNUM) 3 GAL, 30" HT± FULL t 4,5110c 228 SP SPARTINA BAKERII (SAND COROGRASS) 3 GAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DUJARF BIRD OF PARADISE) -I GALL 36" OAi MULTI GROUNOCOvERS: 20'7 RI RAPHIOLEPIS INDICA (DU)ARF INDIAN HAWTHORN) 3 GAL, 12"-14" OA± FULL PLANT, 30" OC 225 DV DIETES VEG;=TA (BICOLOR IRIS) 1 AL t F U LLt 24 11 O.C. 604 AN ANNUALS 4" POT± FULL 6"-8"HT X 411-ro"SPDt 12" or - MITIGATION AREA: 5566 852 SPARTINA BAKERI (SAND CORDGRASS) 4" POT, 12"1 FULL PLANT, 36" or, r0s5s JE JUNCUS EFFUSUS (SOFT RUSH) i GAL, FULL, 24" O.C. a Z Li Z ca m cxl m Z C. Lu O � Q Q O D U a 4 Q Q U m W 0 Ct J � o �cc H Q � d A J L s� x c H c R i d 3 oQ �o 0 r c moo` i O 1� J Q LAJ W Q c 1W Q �C W O J C3 O O O N A O \ all O L Michael R. Slatham, RLA #LA000164.3 -r .......... 110 U %'i `�r Q cl fI i ......... . W.............. W!cn WE •.: Ew WEST OR ANGE TRAIL DETAIL L.ANDSCAFE PLAN SCALE: I" = 20'-0" O 53 J ............. .... ........ -`' �5.. ............. .............. .......----- .._""..._." ; f' 0 ........ . ............... . ......... � Q� V� �� I w m W V) TRACT W ' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL ALONG THE WEST ORANGE TRAIL lillul AN LOCATION MAP f f 49 O:...........: r ; ,' f f G ti ' ,i Q ! e ' \ O /vim � ...,,., ./................. f .... V J , 4S D __.... f F-1-3 .............. ...... .....,....._...::..................... , j y i ...............:........ /f • U ; a/,r� ;.: �O '; Gp r,,, r r, m,.,,,,:,,,,,,..,..:.::.:..:::::.///i �' r� .... Li - - _ _ _ o_ SO O �F QL- G m / �F Q 2 WEST ORANGE TRAIL; ,.,,. "-.:,:..,,,, T . . .. . . . . . . . . . ............. ...... ............... TRACT W ICONT.I ' 10' LANDSCAPE TRACT WITH PLANTINGS AND 6' HIGH BRICK WALL ALONG THE WEST ORANGE TRAIL DETAIL LANDSCAPE PLAN SCALE: I" = 20'-0" LOCATION MAP PLANT L 1ST FOR OAK TRAIL RESERVE ENTRANCE SOUL EvARD, RECREATION AREA and LANDSCAPE 5UFFERS. PALMS: CANOPY TREES: UNOERSTORY TREES: QTY S`rM 50TANICAL NAME (COMMON NAME) 12 SP SABAL PALMETTO (CABBAGE PALM) CT± MIN 11 AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CT± MIN Ill QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTt 3" DBH± MIN. 40 OL QUERCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-IV HT± 2" DBH± MIN. 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-3.5" DBH, 14'-16' HT X 5'-6' SPD 1-7 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12'-14' HTt 2.5" DBH MIN. 32 CC CERCIS CANADENSIS (REDBUD) 30 GAL., 1.5"-2" DBH, 8' - I0' HT X 3' -4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HTt 4' SPR., 1.5"-2 "DBH± 4' CT 31 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GAL± 12'-14' HTt MULTI -TRUNK± 5-1 TRUNKSt 3- 1B" DBH MIN. SHRUM& 25S IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC 229, RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 3ro "OC 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULL± 32110C 165 VO VIBURNUM 050VATA (WALTERS VIBURNUM) 3 GAL, 30" HTt FULL± 48"OC 228 68 SPARTINA BAKERII (SAND CORDGRA66) 3 GAL, 24" OA, 42 "OC 10 SR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) 1 GAL± 3ro" OA± MULTI GROUNOCOVERS: 201 RI RAPHIOLEPIS INDICA (DWAW INDIAN HAWTHORN) 3 GAL, 12"-14" OA± FULL PLANT, 30" OC 225 DV D IETES VELETA (BICOLOR IRIS) 1 GAL± FULL± 24" O.C. 604 AN ANNUALS u t " " u i u 4 O - P T FULL 6 8 HT X 4 -6 SPD± 12 OC MITIGATION AREA: 5566 S82 SPARTINA BAKERI (SAND CORDGRASS) 4" POT, 12"1 FULL PLANT, 3ro" OC 6959 JE JUNCUS EFFUSUS (SOFT RUSH) 1 GAL, FULL, 24" O.C. Michael R. 0 a Q �o Li! m m Z 0 Q WZW�� Lu 4 p U a Q Q V m W ct 0 W v y � qq T x 0CC �\ h h � � s e cAft � a d d C � i 0. w x c W 2 y n ?dam m 'im k n �c 0 0 00 Q Ct LL- J 0 �W Q, W W Q V �J V) Q� O Lu Z W Q � o v 0 O C� � 0 N � ff�l cs p •� Lai J p o' a 4 H c` h thfam, RLA #LA0001643 " DEDICATED ++u////�xi/i//N////%f!/.:%�;; ""' f""" R/W """•.'yJJ//i�iJ/J/!/.:aNn�iu/Pluif'J/i//�niw�Yl,.l.'//.'//if/N.fJIJN//iWl/ff//iirpNJtssyN�%//N/uN�h%/�%!.U/"•f1'//•s%FFJIf!//f!Y//, /Jf,/iln'l:J.:'/.'%U:qi �1 Llj CL TRAIL. IRF-5EIRVE PLANT L I ST �DiR OAK� Z ENTRANCE 5CULEVARD�?`1�CiRE A�" i DN , � i�5- ,4i`'� � and )_ ND5GAFE 5U F Z OTy SyM 130TAN IGAL NAME (GOMt" ION NAME) W PALMS: 12 SP SA5AL PALMETTO (CA55AGE PALM) m m m m Z 10'-18' CTi MIN W Z W j J AR SY,gG ,US ROMANZOFFIANA (OUEEN PALM) Z 3 Y o �- li Q W iD'-20' GRAY WOOD CT MIN o o v Q Q uq ill QV QUERCUS VIRG�INIANA (LIVE OAK) >-_ GANOFY TREES: 65 GAL, 12'-14'HTt 3" DBHi MIN. an 0 40 OL OUEizCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-I(o' HTi 2" D5Ht MIN. W 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-35" DBH, 14'-l(o' HT X 5'-6' SPD -1-1 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12' -14' HT i 2.5" D5H MIN, UN ERSTOR'r TREES' 32 GG CERGIS CANADENSIS (RED5UD) 30 GAL., 15"-2" DBH, S'-10' HT X 3'-4' SPD Z 34 IC ILEX CASSINE (DAHOON HOLLY) o: 30 GAL., 10'-12' HTt 4' SPR-, L5"-2 "DBHt 4' CT W 3-1 LI L,gGERSTROEOf MIA iNDICA 'MUSKOCxEE' (CRAPE MYRTLE) 45 GAL± 12'-14' HTt MULTI -TRUNK} 5--1 TRUNKSt 3- 15" D5H MIN. ; 259 1F 11-LiCIUM FLORID,4NUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42 "OC ; RON FORMOSANA (FORMOSA) 226 RF RHODODEND 3 GAL, 30" OA, FULL, 3ro'OC ' 50 HR HIBISCUS Slop 'DOUBLE RED RUFFLE' 1 GAL, 30" OA FULL t 32 OC Q G� 165 VO VI13URNUM OBOVATA (WALTERS V18URNUM) 3 GAL, 30" HT i FULL i 48110C 228 65 SPARTINA 5AKERII (SAND CORDGRASS) o 3 GAL, 24" OA, 42 "OC � r� J = r . 10 SR STRELITZIA REGINAE lDU1,4RF BIRD PARADISE) i I GAL± 3(o" OAf MULTI G i�OUNDG01 i�S: 20't RI RAPHIOLEPIS INDICA (DWARF INDIAN HAWTHORN)9 3 GAL, 12"-14" OAt FULL PLANT, 30" OC 40 c c 225 Dv DIETES VEGETA (BICOLOR IRIS) ` C I GAL i FULL i 24" O.C. ' i d fo04 AN ANNUALS c 4" POTf FULL Cam"-8"HT X F'Dt 12" OC h d MITIC%ATION A . A*- 55fo6 5152 SPARTINA $AKERI (SAND CORD u �'' 140) 4" POT, 12"1 FULL PLANT, 36OC ,� FFUSUS (SOFT RUSH) a i W E �0959 JE JUNCUS 1 GAL, FULL, 24" O.C. H ..�.,.., xxx"+xi„ /i „+tAL Coe 1. '........ .....,.. r'".i 4 4 i ' :.y„x,..,x,:,,,,,,, y, j or „ If �► O , ,,,,,,,,,,,,,, : ........... , ' V) ct I \ Lu Ld i. CL to v �W :,......'............... .............. ........... .............._,................ ................ < J , N 1 N Na / \ all N N MAP U Wchaei R. S at am, RLA #LA0001643 DETAIL LAND5GAFE f=LAN SCALE: i" = 20' -O PLANT LIST FOR OAK TRAIL RESERVE ENTRANCE 5OULEVARD, RECREATION AREA and LANDSCAPE 5UFFER5. QTY SYM BOTANICAL NAME (COMMON NAME) PALMS: 12 SP SABAL PALMETTO (CABBAGE PALM) 10'-1S' CTt MIN li AR SYAGRUS ROMANZOFFIANA (QUEEN PALM) 10'-20' GRAY WOOD CTt MIN CANOPY TREES: III QV QUERCUS VIRGINIANA (LIVE OAK) 65 GAL, 12'-14'HTt 3" DBHt MIN. Ord QL QUERCUS LAURIFOLIA (LAUREL OAK) 30 GAL., 14'-Irp' HTt 2" DBH& MIN. 4 MG MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA) 100 GAL., 3"-35" DBH, 14'-16' HT X 5'-6' SPD 77 TA TAXODIUM ASCENDENS (POND CYPRESS) 30 GAL., 12'-14' WTt 25" 05H MIN. UN7ERSTORY TREES: 32 GG CERCIS CANADENSIS (REDBUD) 30 GAL., i5"-2" DISH, 8'-10' HT X 3'-4' SPD 34 IC ILEX CASSINE (DAHOON HOLLY) 30 GAL., 10'-12' HTt 4' SPR, 15"-2 "DBHt 4' CT 3-1 LI LAGERSTROEMIA INDICA 'MUSKOGEE' (CRAPE MYRTLE) 45 GALt 12'-14' WTt MULTI-TRUNKt 5-1 TR INKSt 3- 15" D514 MIN. SHRUBS: 259 IF ILLICIUM FLORIDANUM (FLORIDA ANISE) 3 GAL, 30" OA, FULL, 42"OC 226 RF RHODODENDRON FORMOSANA (FORMOSA) 3 GAL, 30" OA, FULL, 36110C 50 HR HIBISCUS SPP 'DOUBLE RED RUFFLE' '1 GAL, 30" OA FULL & 32 "OC 168 VO VIBURNUM 050VATA (WALTERS VIBURNUM) 3 GAL, 30" HTt FULL& 48110C 228 SB SPARTNA BAKERII (SAND COROGRASS) 3 GAL, 24" OA, 42"OC 10 SR STRELITZIA REGINAE (DWARF BIRD OF PARADISE) i GALt 36" OAt MULTI 0ZOUNDCOVERS: 20'i Ri RAPHIOLEPIS NDICA (DWARF INDIAN HAWTHORN) 3 GAL, 12"-14" OAt FULL PLANT, 50" OC 225 OV DIETES VELETA (BICOLOR IRIS) I GALL FULLt 24" D.G. 604 AN ANNUALS 4" POTt FULL 6"-8"HT X 4"-6"SPDt 12" OC MITIGATION AREA: rrrr 852 SPARTINA BAKER( (SAND CORDGRASS) 4" POT, 12"t FULL PLANT, 36" OC 6959 JE JUNCUS EFFUSUS (SOFT RUSH) I GAL, FULL, 24" O.G. WALL. AND COL-U1 IN NOTES: 1. 6' MIMIMUM WALL HEIGHT TYPICAL ALL SIDES OF WALL. WALL CONTRACTOR SHALL COORDINATE WITH GRADING PLANS. 2. ALL WALL REINFORCING BY WALL CONTRACTOR AND SHALL BE SUBMITTED TO CITY OF OCOEE AT TIME OF PERMIT APPLICATION. 3. ALL COLUMN REINFORCING BE WALL CONTRACTOR AND SHALL BE SUBMITTED TO CITY OF OCOEE AT TIME OF PERMIT APPLICATION. 4. NO FOOTING SHALL ENCROACH INTO PRIVATE OR PUBLIC PROPERTY LINES. WALL CONTRACTOR SHALL PROVIDE 6" CLEARANCE MINIMUM. PLANTING NOTES 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED BY AN AUTOMATIC SYSTEM. THE IRRIGATION SYSTEM SHALL DELIVER 100% HEAD -TO -HEAD COVERAGE FOR ALL ST. AUG SOD AND PLANT BED AREAS. 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. 3). ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3" OF PINE BARK NUGGET MULCH. 4). IT 18 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND TO STUDY ALL SUBSURFACE UTILITY PLANS AND ARCHITECTURAL PLANS SO AS TO PREVENT DAMAGE DURING THE INSTALLATION OF THE LANDSCAPE MATERIAL. 5). STAKING OF TREES AND PALMS IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR HOWEVER, IT 16 THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES, PALMS AND SHRUBS IN AN UPRIGHT PLUM CONDITION. 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE To ARCHITECTURAL OR PAVED SURFACES. i). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO.1 ACCORDING TO THE GRADES AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54" ABOVE THE TOP OF THE ROOT BALL PER CITY OF OCOEE REQUIREMENTS. 9). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO SHORTER THAN 90 DAYS FROM THE DATE OF THE " FINAL ACCEPTANCE" BY THE CLIENT AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN WRITING AND SHALL BE PART OF THE BIDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR 10). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS. IU CONTRACTOR SHALL REPAIR OFF -SITE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 12) QUANTITIES PROVIDED ARE FOR CONTRACTORS CONVENIENCE ONLY. N CASE OF QUANTITY DESCREPANCIES THE PLAN SHALL RULE. REPORT DESCREPANCIES IN WRITING TO THE LANDSCAPE ARCHITECT AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS. 13). ANNUAL PLANTER BEDS SHALL BE SPECIALLY PREPARED. SPECIAL SOIL MIX TO A DEPTH OF 8" MINIMUM SHALL BE PH ADJUSTED PRIOR TO PLANT INSTALLATION. THE USE OF SLOW RELEASE COATED FERTILIZER IS RECOMMENDED. 14). ALL AREAS NOT DESIGNATED AS NATURAL OR LANDSCAPE BEDD SHALL BE SOLID -SODDED WITH FLORATAM ST. AUGUSTINE SOD, PER CITY OF OCOEE REQUIREMENTS. 15). PLANTINGS SHALL MEET THE CITY OF OCOEE 50% MINIMUM EVERGREEN REQUIREMENTS. Q) andscape Buffer 9 i r' 10' (Tq 2' i tit Of SMS column cap WALL CAP SMB SOLDIER COURSE y �^- BRICK RUNNING BOND FIELD PATTERN GROUT REINFORCED CELLS AS REQUIRED .."Oka • SMB SOLDIER COURSE SOIL COVERAGE OVER FOOTINGAS REQUIRED 0 Sidewalk w•a'' FINISH GRADE S, Finis Grade _F SIZE FOOTING AS REQUIRED, ALL WALL REINFORCING BY WALL CONTRACTOR ____�COMPACT SUBGRADE AS REQUIRED &'SIT. FERI1" ETER WALL SECTION WITH COLUMNS NOT TO SCALE PRIVACY STYLE FENCE NOMINAL 8' SECTION LENGTH 8'-0" CTR TO cTr. POST CAP ` T'-T" FACE TO FACC r3„ a Sinn 5" SQ POST f V/8" U-CHANNEL •t/8" X VINYL SIDING 6' TYP ran T 4 G PICKET i i/1' X J S 1/2" RAIL -7 --- --------------- •---� I BOTTOM RAIL INCLUDES ( I 2" (51 MM) NOM _REINFORCING METAL INSERT 1. FOOtNG WIDTH SHALL Be AS IMQJIRED PER MANUFACTURER'S i i 30" (162 MM) RECOMMENDATIONS AND FENCE CAVICRACrOR'S WMARMIEN 6 ALL FENCE SHOP DRAWINGS SHALL EB SUBMITTED AT TIME OF PERMIT APPLICATION TO SUILVING DEPARTMENT. L= J PRIVAC�r FENCE SECTION ELEVATION NOT TO SCALE 1 6' MIN. _ I I -J I • 6'-0" MINIMUM, MEASURED FROM THE FINISHED GRADE ON WHICH EVER SIDE IS HIGHER (FRONT OR BACK OF WALL) ro' 5RICK WALL. SECTION NOT TO SCALE It r II II II II II II II II II II II II III `Q FINISH GRADE 'I• r _ 5L-ACK ALUMINUM FICKET FENCE AT FOOL. NOT TO SCALE TREE PRESERVATION NOTES I. TREES TO BE PRESERVED TO BE SURROUNDED BY AN ORANGE CONSTRUCTION FENCE WITH 2 "X4" POSTS SPACED NO MORE THAN V APART, 2. ALL TREE PROTECTION METHOD SHALL CONFORM TO THE CITY OF OCOEE LAND DEVELOPMENT CODE CALCULATING TREE PROTECTION ZONE THE FOLLOWING GUIDELINES SHALL BE APPLIED TO DETERMINE THE TREE PROTECTION ZONE: 1. EVALUATE THE SPECIES TOLERANCE OF THE TREE: GOOD OR MODERATE. (SEE LIST ON NEXT PAGE) 2. IDENTIFY TREE AGE: YOUNG (2091. OF THE TREE'S LIFE EXPECTANCY), MATURE (20% - 805a OF THE TREE'S LIFE EXPECTANCY), OR OVERMATURE (80% OF THE TREE'S LIFE EXPECTANCY) 3. USING THE TABLE BELOW, FIND THE DISTANCE FROM THE TRUNK THAT SHOULD BE PROTECTED PER INCH OF TRUNK CALIPER 4. MULTIPLY THE DISTANCE BY THE TRUNK CALIPER TO CALCULATE THE OPTIMUM RADIUS (IN FEET) FOR THE TREE PROTECTION ZONE. EXAMPLE: NOTE: IN NO CASE SHALL SETBACK BE LESS THAN V DIAMETER MINIMUM SPECIES TOLERANCE TREE AGE DISTANCE FROM TRUNK FEET (PER INCH TRUNK CALIPER) GOOD YOUNG 05' MATURE 0.15, OVERMATURE 1ff MODERATE YOUNG 0. (5' MATURE 1.0' OVERMATURE 1Z5' SOURCE: TREES AND DEVELOPMENT, A TECHNICAL GUIDE TO PRESERVATION OF TREES DURING LAND DEVELOPMENT. `'-POST SKETCH VIEW ORANGE CONSTRUCTION FENCE EXISTING TREE (TO REMAIN) -TREE PROTECTION ZONE PER CITY OF OCOEE PLAN VIEW LAND DEVELOPMENT CODE TREE PROTECTION }BARRIER DETAIL. NOT TO SCALE NOTES: 1. FOOTING WIDTH TO BE (4)X POST WIDTH. MINIMUM DEPTH 36" 2. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. 3. GATES MAY HAVE 3 OR 4 RAILS (TO MATCH FENCE). 4. WALL CONTRACTOR SHALL SUPPLY ENGINEER WITH SHOP DRAWINGS AND FOOTING DETAIL FOR REVEW AND ACCEPTANC3 PRIOR TO INSTALLATION. •(0'-15/a" IN -- FACE TO FACE (N.T.S.) IMPERIAL TOP r- POST TOP owl. SQ POST HINGE SQ POST - J SQ PICKET - _ / FULCRUM LATCH -/ - W/ STRIKE STRAP U-CHANNEL RAIL - �--- - -TRUSS ROD 5'-0" 2" 3/451MM'1/8 f SQ UPRIGHT L� L BLACK ALUMINUM PICKET GATE AT FOOL NOT TO SCALE W 3 p Z Q 00 Z el. 41 N HURRICANE CUT SABAL PALMETTO, 12" CANDLE p m p p '- HEIGHT MINIMUM ON ALL HURRICANE CUT PALMS W 2 w 5 LAYERS NEW BURLAP, 24" WIDE W Q (5-6) VX4"X18" NO. 2 PINE WOOD BATTENS Q U SECURED WITH TWO 112" WIDE STEEL BANDS TENSIONED TO HOLD THE BATTENS TO THE m PALM TRUNK FIRMLY. DO NOT NAIL BATTENS ALL SABAL PALMS SHALL OR ANYTHING DIRECTLY TO PALM TRUNK p BE FULLY BOOTED AND ' ' kl FREE OF FERN GROWTH " 2"X4" NO. 2 PINE WOOD BRACE, ON EDGE, CUT ANGLE TO FIT AS REQUIRED, NAIL TO BATTEN, Wj 6" EARTH SAUCER `' TOENAIL TO STAKE AT GRADE. TO HOLD WATER. ;;` ^^ :• �� �� �� 2 X 4 X 24 STAKE, DRIVE STAKE, TOENAIL 3" MULCH �f x 2" X 4" BRACE ON EDGE TO STAKE, NAIL s' BRACE TO BATTEN. USE 160 HOT DIP GALV. LIMIT OF SOD` . r NAILS, THREE NAILS MINIMUM PER CONNECTION EXISTING GRADE PLANT 3" AE30VE X GRAD _ PLANTING MIX, 50`ro NATIVE SOIL MIX, 5096 COARSE BUILDER'S SAND, ADD 2 CUPS OF - - 15-15-15, PALM FOOD PER TREE TO PLANTING z - 2 x E+ALL DIA MIX AT TIME OF BACKFILL O ALL SABAL ROOTBALLS SHALL BE 30"X30"X30" N SIZE MINIMUM. Ul SAUCER BERM SA5AL- FAL-1" I PLANTING DETAIL. NOT TO SCALE 5 LAYERS BURLAr 2"x4" BRACE is:=11=T1=1. - - -1 a=n- �r �1= 3" MULCH LAYER 3" EARTH SAUCER TO HOLD WATER TTENS AKE "DEADMAN" HURRICANE CUT SABAL PALMETTO, 12" CANDLE HEIGHT MINIMUM ON ALL HURRICANE CUT PALMS FIVE 2"x4'x16" WOOD 8ATTENS SECURED UT14 TWO 3/4" STEEL HANDS TO HOLD MATTO* IN PLACE. DO NOT NAIL BATTEN" TO PALM \3" MULCH �- 2"x4"x3' STAKE GRADE 2" DIAMETER LODGEPOLE STAKES, DRIVE IS" MN. INTO EXISTING SOIL. 32" CINCH TIE (2) FNISHIM GRAVE EW40ILL --- 11 W.1 -- EXISTM SOILORIIMPORrED 2 X BALL DI NOTE: PROVIDE 2 LODGEPOLE STAKES AND CINCH TIES PER TREE MULTI -TRUNK TREE PLANTING DETAIL NOT TO SCALE 32" CINCH TIES 2"DIA LODGEPOLE DRIVEN V MIN. INTO SUSCiRADE 3" EARTH TO HOLD EIACICFILi OR IMSOIL PORTED r�n� NOTE: PROVIDE 3 STAKES A _ • l r ti v •y V O •�i' do T cb to co &\ � � i 1 o �- 1 13 n M E =p C Y. a 44 � C a k e � c � i 11L n x c T d W H m ,1M LL n v-_ v O Q O J TREE PLANTING DETAIL J NOT TO SCALE W Q ; CL (n �C)4- O W Z o v so o 3' EARTH SAUCER w• •• 3" MULCH TO HOLD WATER O -: EXISTING E►A ILL I" ABOVE {{' ) GRADE Tin K X GRAD ` T OR IMPORTED SOIL I o- ;, :.{,' - �"► - 2 X BALL DIA � O � O N SHRUB FL4T,NG TAIL I ,o O o NOT TO SCA1�1 �� �'��.. O ZI.- C W W Michael R.' St6tham, RLA #LA0001643 OWNER/APPLICANT SURVEYOR CITY OF OCOEE I TINKLEPAUGH SURVEYING SERVICES, INC. 150 NORTH LAKESHORE DRIVE 379 W. MICHIGAN STREET, SUITE 208 OCOEE, FLORIDA 34761 ORLANDO, FL. 32806 PHONE: (407) 905-3100 PHONE: 407-422-0957 FAX: (407) 656-7835 FAX: 407-422-6915 CONTACT. DAVE WHEELER CIVIL ENGINEER GEOTECHNICAL ENGINEER PROFESSIONAL DESIGN ASSOCIATES, INC. YOVAISH ENGINEERING SCIENCES, INC. 3191 MAGUIRE BLVD, SUITE 190 953 SUNSHINE LANE ORLANDO, FL. 32803 ALTAMONTE SPRINGS, FLORIDA 32714 PHONE: 407-89811530 PHONE: 407-774-9383 FAX: 407-898-2644 FAX: 407-774-7438 ENVIRONMENTAL CONSULTANT MODICA AND ASSOCIATES, INC. 302 MOHAWK ROAD MINNEOLA, FLORIDA 34715 PHONE: 352-394-2000 FAX: 352-394-1159 COEE, FLORIDA REVISED, APRIL 9, 2008 LOCATION MAP � � 1 I COVER SHEET 2 GENERAL NOTES 3w5 SITE PLANS 6=8 GRADING AND DRAINAGE PLANS 9mil SIGNAGE AND STRIPING PLAN 12=13 STORMWATER POLLUTION PREVENTION PLAN 14=15 LIGHTING PLAN 16=17--P-L A N ................ 1 ' . FIL '18=23 CROSS SECTIONS 24 DETAIL SHEET D.EcFovE J U N ® 9 2008 J CITY OF OCOEE `sloe John P. Smith, PE #634.23 �Cj 4 k7l 4 JA _� [$]I j jkl M 1. WATER AND WASTEWATER SERVICE TO THE SOUTH OF CLARACONA-OCOEE ROAD iS PROVIDED BY THE CITY OF OCOEE� THE WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION SYSTEM SHOWN IN THIS AREA SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL CONFORM TO THE CITY OF OCOEE STANDARDS. 2. WATER AND WASTEWATER SERVICE TO THE NORTH OF CLARACONA-OCOEE ROAD IS PROVIDED BY ORANGE COUNTY. THE WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION SYSTEM SHOWN IN THiS AREA SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL CONFORM TO ORANGE COUNTY STANDARDS. 3. ALL CONSTRUCTION, OTHER THAN THE WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEMS NORTH OF CLARCONA-OCOEE READ, SHALL CONFORM TO THE CITY OF OCOEE STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE WAIVED BY THE CITY OF OCOEE. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE THE NECESSARY RIGHT-OF-WAY PERMiT(S) AND PROVIDE FOR THE SAFETY AND CONTROL OF LOCAL TRAFFIC DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE OF ANY LANE CLOSURES. ADDITIONAL INFORMATION MAY BE REQUIRED IF LANE CLOSURE DURATION'S ARE LONGER THEN DAYTIME OPERATIONS. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN -HAND BEFORE BEGINNING ANY CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING (HORIZONTALLY & VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE WiTH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CALL 1-800-432-4770 TO HAVE EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PER F.S. 556 AND SSOCOF. SSOFOC FLORIDA LAW (F.S. 553.851) AND (F.S. 556) SSOFOC 1-800-432-4770 (SUNSHINE STATE ONE CALL OF FLORIDA) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION iN ANY PUBLIC OR PRIVATE STREET. ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS U1ILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLiNG, DEMOLITION, GRADING, DITCHING, DRILLING, BORING, AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). TRENCH SAFETY CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY STANDARDS 29 C.F.R., S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY AND WITH SEC11ON 553.62, FLORIDA STATUTES. 7. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR INACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR SHALL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS. 9. NON -ROADWAY DISTURBED AREAS NOT DESIGNED TO BE LANDSCAPED OR SODDED SHALL BE SEEDED AND MULCHED. 10. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE, OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THiS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR IN THE CONTRACT, PLANS, OR SPECIFICATIONS. 11. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE REASONABLY CLOSE IN CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS. 12. THE F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (CURRENT EDITION) SHALL BE USED FOR DRAINAGE STRUCTURES. STATION OFFSETS ARE TO THE CENTERLINE OF THE INLET OR MANHOLE TOP. 13. UTILITY CROSSINGS: A. NEW OR RELOCATED WATER MAINS THAT CROSS ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SYSTEM OR STORM SEWER WILL BE LAiD SO THE OUTSIDE OF THE WATER MAIN iS AT LEAST 6 INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE. NEW OR RELOCATED, WATER MAINS THAT CROSS ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN iS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. B. AT THE UTILITY CROSSINGS DESCRIBED IN A., ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 3' FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCEMAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCEMAiNS, OR PIPELINES CONVEYING RECLAIMED WATER. C. WATER MAiN HORIZONTAL SEPARATION FROM STORM SEWER, STORMWATER FORCE MAiN, & RECLAIMED WATER MAiN: 3' FROM OUTSIDE OF PIPES. D. WATER MAIN HORIZONTAL SEPARATION FROM WASTEWATER FORCE MAIN: 6' FROM OUTSIDE OF PIPES. E. WATER MAIN HORIZONTAL SEPARATION FROM GRAVITY SANITARY SEWER: 6' FROM OUTSIDE OF PIPES OR 3' FROM OUTSIDE OF PIPES iF WATER MAIN iS AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER. F. SANITARY SEWER SEPARATION FROM RECLAIMED WATER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 12" VERTICAL AT CROSSINGS. G. SANITARY SEWER SEPARATION FROM STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 12" VERTICAL AT CROSSINGS. H. FORCE MAIN SEPARATION FROM SANITARY SEWER & RECLAIMED MAiN & STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 6" VERTICAL AT CROSSINGS. 1. RECLAIMED WATER SEPARATION FROM STORM SEWER: 3' HORIZONTAL FROM OUTSIDE OF PIPES AND 6" VERTICAL AT CROSSINGS. 13. WATER MAINS A. WATER SERVICE TO THE SOUTH OF CLARACONA-OCOEE ROAD IS PROVIDED BY THE CITY OF OCOEE. ALL CITY OF OCOEE WATER MAINS SHALL BE DUCTILE IRON PIPE (DIP). B. WATER AND WASTEWATER SERVICE TO THE NORTH OF CLARACONA-OCOEE ROAD iS PROVIDED BY ORANGE COUNTY. ALL PVC PiPE OF NOMINAL DIAMETER LESS THAN FOUR (4) INCHES SHALL BE SDR 21 (200 PSI), SCH 40 OR SCH. 80. ALL PVC OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 150 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PVC PIPE GREATER THAN TWELVE (12) INCHES WILL BE C905 AND HAVE APPROPRIATE (DR) DESIGNATION PIPE REQUIRED BY QRANGE COUNTY. C. DUCTILE IRON PIPE FOR WATER MAIN FOR PIPE SIZES OF FOUR (4) THROUGH FIFTY (50) INCHES SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED FOR ALL SIZES OF PIPE UNLESS STRONGER PIPE REQUIRED BY ORANGE COUNTY. D. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139. E. ANY FITTINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSI/AWWA A21.10/C110, 250 PSI MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. F. ALL SERVICE LINES SHALL BE 1" OR 2" POLYETHYLENE TUBING CONFORMING TO SPECIFICA11ONS IN AWWA C800 AND AWWA C901. G. CORPORATION STOPS SHALL BE 1" OR 2" BRASS, EQUIPPED WITH CONNECTIONS COMPATIBLE WITH THE POLYETHYLENE TUBING AND THREADED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL BE SIZED TO MATCH THE METER SIZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. H. FITTINGS SHALL BE BRASS, CAST AND MACHINED IN ACCORDANCE WITH SPECIFICATIONS IN AWWA C800 AND AWWA C901, WITH COMPATIBLE POLYETHYLENE TUBING CONNECTIONS. I. WHERE DUCTILE IRON PIPE IS REQUIRED FOR WATER MAINS, IT SHALL CONFORM TO ANSI/AWWA A21.51/C151. A MINIMUM THICKNESS OF CLASS 50 PER ANSI/AWWA SHALL BE SUPPLIED. J. ALL WATER MAiN FITTINGS, VALVES, RESTRAINTS, COUPLINGS, PiPE, AND IN GENERAL THOSE MATERIALS REQUIRED FOR INSTALLING THE WATER SUPPLY SYSTEM, SHALL COMPLY WITH MINIMUM MATERIAL STANDARDS, RATINGS AND CLASSIFICATIONS ESTABLISHED BY ORANGE COUNTY. K. INSTALL VALVE BOXES WITH ALL VALVES. VALVE BOXES UNDER THE PAVEMENT SHALL HAVE TRAFFIC BEARINGS COVERS. L. ALL PVC PiPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. M. ALL TESTING SHALL BE IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. N. ALL WATER MAINS AND APPURTENANCES SHALL CONFORM WITH AWWA SPECS. AND STANDARDS. 0. BACTERIOLOGICAL SAMPLE POINTS ARE TO BE PER THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER DISTRIBUTION SYSTEM PERMIT CONDITIONS. P. THE WATER DISTRIBUTION SYSTEM IS SHOWN GRAPHICALLY ON THE CONSTRUC11ON PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY FITTINGS TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. Q. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651 - "DISINFECTING WATER MAINS". 14. IT 1S THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF THE SOIL ENGINEER'S REPORT FOR THIS PROJECT. MEET THE SOIL ENGINEER'S REQUIREMENTS FOR SOiL PREPARATION ON THE SITE. CONTRACTOR'S SOILS ENGINEER SHALL CERTIFY ALL SITE, UTILITY, AND ROADWAY COMPACTION AND PAVEMENT CONSTRUCTION TO THE CITY OF OCOEE. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF PDA. PDA HAS RELIED ON THE REFERENCED GEOTECHNICAL REPORT IN THE PREPARATION OF THESE PLANS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE PLAN SHALL BE REPORTED TO THE ENGINEER/OWNER. PDA ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY OF THE GEOTECHNiCAL INFORMATION. WHEN THE PLANS AND/OR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT CONSTRUE SUCH DATA AS A GUARANTEE OF THE DEPTH, EXTENT OF CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ANY NECESSARY EXAMINATION OF THE SiTE AND OF ANY MATERIAL SOURCES INDICATED IN THE PLANS TO INFORM HIMSELF OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. 15. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE MINIMUM CLASS III. 16. aANiTARY PiPE MATTERiALS A. PVC GRAVITY SEWER PiPE (4"-15"), ASTM D3034, SDR 35. UNIFORM MiNiMUM "PIPE STIFFNESS" AT FiVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS 17. W AaMWATER FORCE MAINS A. ALL PVC PIPE OF NOMINAL DIAMETER FOUR (4) THROUGH TWELVE (12) INCHES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC PIPE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND SHALL HAVE A DIMENSION RATIO (DR) OF 25. PVC PIPE GREATER THAN TWELVE (12) INCHES SHALL BE AWWA STANDARD C905 AND HAVE AN APPROPRIATE (DR) RATIO. B. PVC PIPE SHALL HAVE INTEGRAL BELL PUSH -ON TYPE JOINTS CONFORMING TO ASTM D3139. JOINTS FOR DUCTILE IRON PiPE AND FITTINGS SHALL BE PUSH -ON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA A21.11 /C111, UNLESS OTHERWISE CALLED ON THE DRAWINGS. FLANGED JOINTS SHALL CONFORM TO ANSI STANDARD B16.1-125 LB. RESTRAINED JOINTS SHALL CONFORM TO SECTIONS 34.3 OR 34.4. C. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON OR GRAY IRON CONFORMING TO ANSi/AWWA A21.10/C110, 250 PSi MINIMUM PRESSURE RATING, OR DUCTILE IRON COMPACT FITTINGS FOUR (4) THROUGH TWELVE (12) INCHES IN ACCORDANCE WITH ANSI/AWWA A21.53/C153. 18. FUSE WATER MAINS A. REUSE WATER WILL BE PROVIDED BY THE CITY OF OCOEE. ALL DESIGN, INSTALLATION AND LABELING SHALL CONFORM TO THE CiTY OF OCOEE SPECIFICATIONS. B. ALL REUSE LINES SHALL CONFORM TO AWWA STANDARDS (C-900), FOR DESIGN, TESTING, COLOR AND LABELING. REUSE SYSTEM PIPING SHALL BE LABELED AS SHOWN IN REUSE PIPE IDENTIFICATION DETAIL ON SHEET. C. THE RECLAIMED WATER SYSTEM WILL BE OPERATED AND MAINTAINED BY THE CiTY OF OCOEE. 19. MINIMUM 3' OF COVER SHALL BE PROVIDED OVER GRAVITY SEWER MAINS, REUSE WATER MAINS FORCE MAINS, AND WATER MAINS. 20. THE CONTRACTOR SHALL MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. 21. THE CONTRACTOR SHALL COMPLY WITH THE LEGAL LOAD RESTRICTIONS IN HAULING OF MATERIALS iN PUBLIC ROADS BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. 22. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. 23. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER AS TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM THE SITE. 24. PAVEMENT MARKING & SIGNAGE A. THERMOPLASTIC TRAFFIC MARKINGS SHALL BE INSTALLED IN ACCORDANCE WiTH SECTION 711 OF THE FLORIDA DEPARTMENT OF TRANSPORTA11ON STANDARD SPECiFICA11ONS FOR ROAD AND BRIDGE CONSTRUCTION. THERMOPLASTIC TRAFFIC MARKINGS SHALL NOT BE APPLIED TO ASPHALT PAVEMENTS WITHIN 30 DAYS OF THE PLACEMENT OF ASPHALT PAVEMENT. B. STOP SIGNS SHALL BE PROVIDED AT ALL INTERSECTIONS PER FDOT INDEX No. 600 & 17302. C. FOR SIGN DETAILS, REFER TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, (LATEST EDITION) (ANSI No. D6.1 - 1983). D. ALL SIGNS SHALL BE SINGLE MOUNTED IN ACCORDANCE WITH FDOT INDEX No. 11862 (70 MPH WIND LOADING) AND FDOT INDEX No. 17302. 25. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH F.D.O.T. INDEX NO. 280. 26. EARTHWORK CONSIDERATIONS, (PER YOVAISH ENGINEERING SCIENCES, INC. REPORT DATED NOVEMBER 4, 2004) SITE PREPARATION: PRIOR TO CONSTRUCTION, THE PAVEMENT AREAS SHALL BE CLEARED AND STRIPPED OF THE EXISTING VEGETATION (WHERE ENCOUNTERED) TO A MINIMUM OF 5 FEET BEYOND THE LIMITS OF THE PROPOSED CONSTRUCTION. THE UNSUITABLE MATERIAL GENERATED DURING THE SITE PREPARATION SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR HIS DESIGNATED REPRESENTATIVE. MANIC SOIL REMOVAL UNSUITABLE ORGANIC SOILS ENCOUNTERED BELOW THE PAVEMENT AREAS SHALL BE REMOVED IN THEIR ENTIRETY AND REPLACED WITH COMPACTED AND APPROVED STRUCTURAL FILL. PROVIDED THAT THE EXISTING FILL CAN BE EXCAVATED AND STOCK -PILED SEPARATELY FROM THE ORGANIC SOILS, THE EXISTING FILL MAY BE USED AS BACKFILL. COMPACTION REQUIREMENTS: FOLLOWING THE REMOVAL OF THE EXISTING VEGETATION, TOPSOIL AND/OR BURIED ORGANIC SOILS (STRATA 1 AND 2), THE PREPARED SUBGRADE SHALL BE LEVELED, COMPACTED AND TESTED (FOR A DEPTH OF 1.0 FOOT WiTHiN THE CONSTRUCTION LIMITS) PRIOR TO THE PLACEMENT OF ANY FILL. COMPACTION SHALL CONTINUE UNTIL A MINIMUM DENSITY EQUIVALENT TO 95 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557) HAS BEEN ACHIEVED. .STRUCTURAL FILL: STRUCTURAL FILL REQUIRED TO ATTAIN FINAL SiTE GRADES SHALL COMPRISE OF CLEAN SAND WITH LESS THAN 10 PERCENT PASSING THE U.S. NO. 200 SIEVE. THE FiLL SHALL BE PLACED IN MAXIMUM 12-INCH THICK LOOSE LIFTS AND COMPACTED TO THE DENSITY DESCRIBED ABOVE. PAVEMENT AREAS WITH THE EXCEPTION OF THE TOPSOIL AND BURIED ORGANIC SOIL (STRATA 1 AND 2), THE SUBSOILS ENCOUNTERED WITHIN THE PROPOSED PAVEMENT AREA ARE CONSIDERED SUITABLE FOR SUPPORT OF EITHER A FLEXIBLE OR SEMI -FLEXIBLE PAVEMENT SECTION. IN CONSIDERATION OF THE POTENTIALLY HiGH GROUNDWATER LEVEL CONDITIONS WITHIN THE SITE, SOiL-CEMENT SHALL BE USED AS THE PAVEMENT BASE MATERIAL SINCE IT iS LESS SUSCEPTIBLE TO GROUNDWATER RELATED DAMAGE THAN iTS LIMEROCK ALTERNATIVE. THE PAVEMENT SHALL BE SEPARATED A :MINIMUM OF 12 INCHES BETWEEN THE SEASONAL HIGH GROUNDWATER LEVEL AND THE BOTTOM OF THE PAVEMENT BASE COURSE OR BOTTOM OF RIGID PAVEMENTS. WHERE THIS SEPARATION IS NOT PROVIDED, UNDERDRAINS SHALL BE INSTALLED TO PROTECT THE PAVEMENT FROM GROUNDWATER RELATED DAMAGE. UTILITY PROVIDERSi POTABLE WATER SERVICE AND SANITARY SERVICE TO THE SOUTH OF CLARACONA ROAD PROVIDED BY: CITY OF OCOEE 150 N. LAKESHORE DR OCOEE FL, 34761 PHONE: (407) 905-3100 POTABLE WATER SERVICE AND SANITARY SERVICE TO THE NORTH OF CLARACONA ROAD PROVIDED BY: ORANGE COUNTY UTILITIES 9150 CURRY FORD ROAD ORLANDO, FL 32825 PHONE: (407) 254-9900 'RE -USE WATER SERVICE AND FIRE PROTECTION PROVIDED BY: CITY OF OCOEE 150 N. LAKESHORE DR OCOEE, FL, 34761 PHONE: (407) 905-3100 NATURAL GAS SERVICE PROVIDED BY: LAKE APOPKA NATURAL GAS 38 N. PARK AVE APOPKA, FL, 32703-4216 PHONE: (407) 886-1177 ELECTRIC SERVICE PROVIDED BY. PROGRESS ENERGY FLORIDA, INC. 452 E. CROWN POINT RD WINTER GARDEN, FL 34787 PHONE: (407) 905-3302 CABLE SERVICE PROVIDED BY: BRIGHT HOUSE 844 MAGUIRE ROAD OCOEE, FL 34761 PHONE: (407) 291-2500 TELEPHONE SERVICE PROVIDED BY: BELLSOUTH 1227 DIVISION STREET ORLANDO, FL 32805 PHONE: (407) 245-3068 AS -BUILT INFORMATION AS -BUILT DRAWINGS SHALL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LiNE. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT ViSiBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. C) WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. m z 3 o Q cn w D w o o � 0 U o: w ci v d r ®\ h i v o h J r CL ft U. c J L c ft ,a c cp H a 0 c� ® o �c 8 �o llcz r � �i.I�I4:�IIIr6�3Y.LYWIIIi�W4'��Y��L"��d�WIIIIYWWIIW4�11YINII43i6LLL'Yi'llYYA.J'� Q L,v LL. LLJ W OL i� Z •J p_ ® W W Or. LJ W O � � V V- J � i V N O A o vi 1�: N 4 0 h h John P. Smith, PE #63423 ti 0 NOTES: 1. CLARKE ROAD POSTED SPEED = 45 MPH 2. ALL DISTURBED AREAS WITHIN R/W TO BE SODDED WITH BAHAI SOD UNLESS NOTED 4 OTHERWISE. LANDSCAPING TO CONFORM WITH FDOT INDEX NO. 546 3. ALL DRIVEWAYS WITHIN CLARKE ROAD RIGHT-OF-WAY THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE REGRADED TO MATCH THE NEW EDGE OF PAVEMENT AND RESTORED TO EXISTING CONDITIONS PER FDOT INDEX No. 515. 4. EXISTING PAVEMENT MARKINGS TO BE REMOVED. ry 0 d= N � 0 Q O® 0 Ma 0 — W Q U QQ 263' v)c) o Te Dco L/�IJ I IIVV F M VILIVIGIV I TO REMAIN CURVE 1 --------------- A = 24- 43- 58 RADIUS = 1909.86' CHORD LENGTH = 818.04' .6IT:RW__.................... .................._.............. ._........ ........... ........... ...._------- r.. r.......................... M I 'S..j j,f ,, 3':. •❑• 115+00 M it%!/t!f//`i LOCATION MAP w rye- W i. co W Q 0ouj z 0 0 0 Q 0 m W oi -> W w D a w � z 0 0 W o a: O U a: w 0- ocr 0 0 N CI O p d� 0 v H O x� oN'o u o0 000 ° a x � o� �0 d d w u C IL n � x d C ° T J c N M�mO W ® ® � n _ 0 62 O nu�saououiuma.�raus�uuvtenu^�njaui�mum��uuuama�our:u�:uuuuiyua:r.- Z o W W O uj Q � W O W V �< O Q O -J V o tl, N p O � W W � W I. v W John P. Smith, P.E. #63423 NOTES: 1. CLARKE ROAD POSTED SPEED = 45 MPH 2. ALL DISTURBED AREAS WITHIN R/W TO BE SODDED WITH BAHAI SOD UNLESS NOTED OTHERWISE. LANDSCAPING TO CONFORM WITH FDOT INDEX NO. 546 3. ALL DRIVEWAYS WITHIN CLARKE ROAD RIGHT—OF—WAY THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE REGRADED TO MATCH THE NEW EDGE OF PAVEMENT AND RESTORED TO EXISTING CONDITIONS PER FDOT INDEX No. 515. 4. 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V) c Y- CA Z: tom..LLI CL a- ca UA cy- LOCKT10" "-p co 0 O cb u % all - SO o IL U6 %IS 0 O Lil ti Ld > Lu (3 Q � z cy- Ck Lu Ole LU Ld 0 Cr_ o tit LLI Srn Ith, #63423 John ti is 1401F.Sa STE 45 MPH T MARKER (RPM'S) OETAIL, ROAD Po- -1) SPEED EMEN SIONS AND DETAILS. ARKE 52 FOR REFLECTIVE PA\4 CL 0. 173- DIMEN p AVFMENT MARKING TED SS No SEE FDOT INDEX N OR ALL No. 17346 F SE SODDED WITH 13AHAl Sot) UNLE T INDEX Ey No. 546 3, SEE FDO WITHIN R /w TO WITH TVA FDO IND STURBED AREAS 4. ALL 01, NDSCAPING 10 CONFORM BASE.D THEM UNTIL THE I -ZED �LLF-D U N p OTHERWISE. LA ToRj-ZF-D ALKYDNOT BF- INST� AR'� , EFLECTOR F TF PERIOD. TO BE \FFLEc KINGS SHALL -MPOR Tp PAVEMENT HASR p THE CURES IpING 'EDFop, 30 1) A"'fSALLALLED DURING GFPLASTIC P ST STURB DURINTHFMO T SURFACE CU ARF 01 F T AND ASpHAL -THAT OF p FINAL ENT MARKINGS SHALL OF AVEM INT p A\IF-m PIGVA'T—OF—Wp\"( NEW EDGE PA To MATCH THE CLARKE ROAD DOT INDEX No. 515. "�s WITHIN REGRADED 6. ALL DRIVEWA 'TO \ F ARE ONDITIONS pEp CONSTRUCTION 1 EXISTING fo EXIST cr- RESTORED MARKINGS To BE REMO\JED c6 1A EMENT 0 TING P A\j + 7. EXISTING ro ry 40' ,ON LINES -�FLLOW CHANLl-ZAT ER RPM is 18 gl_pIF Tiol, 4 AL AMB ........... N. .......... . ..... .................... .. ........ ............. 0 /111+00 16'IRW .16 CILpRKE RD OW CHANNELIZATION LINESS' �j 800 '�FLL RFC TIONAL AMBER RPM W/01—DI I R1 STAGE I \ tQ � 0 V- -35 Aad NE LINE LAPM is W 0 SOLID WHITE —COLORLFSs R BI—DIRECT'ONAL A t� tp A 0 .... ............ il ..... ...... OWNS ....... ............... ............. .................. ........... lvya ........... .. . .. ..... ...... ....... "ONP., .......... ........... ........... ........ LINE 6to SOLID WHITE LANE LESS RPM _COLORLESS ......... . ........... .............. ........... .......... . .......... p ARROW (Ts(p LEFT INDEX 'N P No.1734-AFgOT 000- LOC4-r,014 MAP a cy- c% z a 0 cx o Z5 w- uj ck. 0 1 *1 0 ;6 Pat; o Cf CO C 7, Aft r- t -A im a oft 0. Iwo T. J. tit w 0AO-wo— Z 0 z LLI ti < M a LLI CL > CID C) Z CY CL c Y- V) 0 Ci z 4< < C) LLI cy— 0 LLI LLI Q) z " 0 --e. UA ul vi cam. John P. Smith, 063423 NOTE& 1. CLARKE ROAD POSTED SPEED = 45 MPH 2. SEE FDOT INDEX No. 17352 FOR REFLECTIVE PAVEMENT MARKER (RPM'S) DETAIL. 3. SEE FDOT INDEX No. 17346 FOR ALL PAVEMENT MARKING DIMENSIONS AND DETAILS. 4. ALL DISTURBED AREAS WITHIN R/W TO BE SODDED WITH BAHAI SOD UNLESS NOTED OTHERWISE ON LANDSCAPE PLAN. LANDSCAPING TO CONFORM WITH FDOT INDEX NO. 546 5. ALL STRIPING TO BE REFLECTORIZED ALKYD BASED THEMOPLASTIC. THEMOPLASTIC PAVEMENT MARKINGS SHALL NOT BE INSTALLED UNTIL THE FINAL ASPHALT SURFACE HAS CURED FOR 30 DAYS. TEMPORARY REFLECTORIZED PAINT PAVEMENT MARKINGS SHALL BE INSTALLED DURING THE CURE PERIOD. 6. ALL DRIVEWAYS WITHIN CLARKE ROAD RIGHT—OF—WAY THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE REGRADED TO MATCH THE NEW EDGE OF PAVEMENT AND RESTORED TO EXISTING CONDITIONS PER FDOT INDEX No. 515. 7. EXISTING PAVEMENT MARKINGS TO BE OBLITERATED. 24" WHITE STOP BAR "STOP" SIGN LOCATION (TYP.) PER FDOT INDEX No. 600 & 11860 24" WHITE STOP BAR —\ "STOP" SIGN LOCATION (TYP.) j PER FDOT INDEX No. 600 & 11860 i' f l �l - 0fit, rr i._ ....' l l /l O 1 1�IT �i _1.6.....E3W..................................................................................................................:. .f ................................................................................ .................. r ui :. .......................................................................... .......................................................................................................................................................................................... I . 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Smith, P.E. #63423 No-res, 45 MPH RKER (RPM'S) DETAIL, ROAD POSTED SPEED ARKS ECTiVE PAVEMENT M A p DETAILS. 1 • CL FOR REFL N°. 1735Z MARK DIMENSIONS AN 2• SEE FDOT INDEX R ALL PAVEMENT MA UNLESS NOTED 46 INDEX N°• 17346 FO SODDED WITH BAOAI SOD POT SOD WITH FDOT INDEX N0. 3• SEE F TO BE AS WITHIN R�W DSCAPING TO CONFOR ALL DISTURBED ARNpSCApE PLAN. LAN E 4• ON LA BASED THEMOPLASTUNTIL TH OTHERWISE RiZED ALKYD BE INSTALLED EFLECTORIZED 5. 6. STRIPING TO BE REFLECTO SHALL NOpAYS• TEMPORARY R ALL STRIP VEMENT MARKINGS FOR 30 DURING THE CURE PERIOD. ALL PLASTIC P A CURED INSTALLED DURING ASPHALT SURFACE HAS AL E DISTURBED AND FINAL PAVEMENT MARKING _WAY THAT ARE OF PAVEMENT PAINT RIGHT--H THE NEW EDGE CLAP\ ROTO M AlWITHIN515• ALL DRIVEWAYS ARE Tp BE REGRADEDS PER FDOT INDEX N°• CpNSTRUCTION _..,I_rlt lr CONDITIaN RESTOV 7. 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SEKEEPJN Sr 0 AC 71C1z R S RECp ON C1 TA11V AG SfEDJ GRAS AC EC DVERED ALL NSPEG 771E F G: ORM WgnrR ER ACC/pnCfs 7y 'Jr BY rJIE fRS SHA COMM 7£ S THE SCI 2 INCHES NG S AND AV17Y E 71ON Wjry TRUCKS DU OLLOWi RUNp ENTgL SHALL 771E MANUF LL BE AP NDAjt N'S HALL BE 1'ERMq OF THE OF LOp EACH AR SPR tN ROStO AND A rq RING NG FP. ; E pOSU B£ SD1L qC PL1 ppRO NGNT STgB/LJ2 SEEDED AREA MEASU E SHALL gE'`� AT A N AND SEDMMIN7ENgNCE RPAULIN, 7• 7NE CONS C"OUSEKEEPI RE OF COVERED TO LIMIT IREt�? pN ONLY 1N APp T101V AT10NMULCHSy SyED EXPpSU E APp 711f ROVED pLA1vACA�AES P DJS �R8E0 RA T p A DEP771 OF F WNG giJ?oL Mf 5Ur CaNTROLSACiICES SHA Tp D Epp Hq TJON fto NG PRAC '! Bf 71?q - TRR ,C TO T'M , ML Jz U UN 'EIV Pp Dp Rr S ECT, ACES NS N ST FERA M AMO pt1R 2 BE 2 771E dp LL BE SH CONCR ERRED TO TS pF WA R S 7S rLY CEASE ONS OF 7yE REpq R RES SHA B f J USED Ta MAN I� MATERIgL MBE Ta STORE BE FOLLiNED S� TRUCKS: A OF PARnq' STpRq�� BE WORKEDM41tDED MEAS STp LL M NE RED ONLY ON"S/ CONCRE PLUS LLY USEp SHALL B 1 SILT LL BE ST SITE iNyERE �: JS NEC SHAL RR EVEIVr NS'EC AJNTA11y RopF 0 ►N A1E/R STp ON RE 7F 7f AC B E t SHA Si BUILT ESS BE OF TED 3. R 0 APP St ENOU OR 7RU BtN AHA N NTp OF CE AB/Liz R UP ARY MA1NT O.g AT P THER ROP TES Gil DRU CKS TO OF A 771E Cp A SILT 1T t EqS RODUC ENC RiA HA 1'RO M Wgsy SHALL AVp/D FERA Eo p EACHE0 SED/MC ' SL AtNED NCHES pR r ONCE OR1G1Np SHq LOSURE, CONTAIN BE Sr0 DU�r RE SPJ VIER ER 7}1E 4. S/LT aNC NT SH qLL BE IN GO WA NOT'^ LLS. S ONS7h,UCAO AiUC7JONF£NCE SHq TH/RD ALL 1N/A OD GRE A L M LLB fRS RED REQUIRED TER WqS 17V N AR LLB JF FQVCE 8E A A TER ryEEJ{ SUB ANUF E KEP AND JN q 7 £D ON N 7F/f7IC BA 771E lNET EA. rp K E CONS 7F►ET E FABRIC SHALL E yfJGHT REMOV�� WJ7Nt KING pRD • . qND RECpM STANCES gC�RER'S 7 /N 71yEtR . JF ppSA EA1; aRD tN 7Hf SIT£ OUT OR DJSCk LES. STRUCTURES ��M NrC7f NALLCN 7yE P S. dR RyCIS SECrS /NSPECp of 771E N M SILT ANC OURS fR' CEP o5. SP MEVEJ?D y7ALL yE NOTBEBM ORIGIN CONT � A PRA N T AAp G TEMP £ ppS ELY qrr FpR D S E OF WHEN BY At ND ERLY ADD1A0 URGE SURF CHED Tp EPAi OF h71£N !T HORT, 6 O5/N6 OF POSS/BLE MANUFgC IkED WITH AJNFRS Fp�� CfS DISCUS, E GOpp SURPLUS CpNCRErF srpRM ALSO BE pR p C7FpRJN E 6. AMA pO NW SHOD ENr gCIE ON THE FENCSEDtMENT AS SH MgNUFgC 7�1f CANT N OF q pER ONE ANOry 7yE C W1NG pR SSED JN HO SEKEE WITH � SPECnON gNC££ 1NSHOU7S� AN EEDING A GROUN E POSTS' TEARS T 7 A • B£ F �RERS' fR ROpU RUN LEANUP; ACnCES 7yE p p/NG 1NLE1B. ADD R DRA1Nq DESIGN PIPES F` WILL A✓'P AND ST ROPE ANAL S 7r AREq DfD BY 7N ROVAL AND JOHNSRIV R WATER R JN A CAR E E S O Sy VE BEEN MANAGEM DACE Y57fM HAS M OF SECURED �I6M J TR ET R £jt qn OFN AGE1y LAS. NS17 , erosion ��� measures control plan shallAMI ROr �� Harasser be COndu it " too tddrono am asa thattaree tr nsPort of Sadie Con ar#e and C Proserye be 66d for the erns g Prior to theents Outside the limits shalt Patternsintegrityhe total anti c0mmen of the execute al , etc, required fo and 0Aacify of char% fed �siruction went of consfructtPraject to c c ro sltaJl the m� h0y bolls, s0 meet this pravFsiort wah4 sedltnent Pertod. Praysion on- this of this barry� throughout bosh$ $1, must be to be in Placepeci6'af. All emparel y grassln the life of the Pe draln,, gradingmade are s � t 9 out et con t' Na excavated Prior to commenmementes and Other as required to fstroction. Conactor ec materto/ shal be of constructs sediment & erosion con comply with °it the protect site stockplled to °p and m°tntained fhrou iro! measures or Into any ad' � such a manner 2. e Contractor Shari Prot' lacent water body construction. construction as to direct runoff dtrectl 3 area. � FDOT type ni sit fence around y Inlets and y or d t►eWater colle�an facility, ch basins Shull be the Perlmeter of the from �dhnenf tad protect Cn cantrbute sediment tstorrunoff until the with synthetic bales the St o measures at the 'a the mistMISt' trst Pan completion of oil aana conform, to FpOT 8 Will be etion tIon sewer System durh9 constnrctun¢ed to/Preysnt of a tftfrastcct �ttions that dads �1 of the homes °nd debris from enteNng ASS ONTRACTOR SHALL REMp� WASTE M ROR ANY yA AT �RtgLpM SITS 0 ON' LIzATY RDOUS N q DAILY OF LO qL REQUtt?GNDLIC 7P rpt� LOCATED p MEN7S 771E MA HIS DESIGN S17E, I TERJptS AND � p A� ANgR T ON-,Sj A7N7A11NEd R7OTABE yt UNI Wlrjy S . ,SURE pUpU� WASH nLO AL FOR 711, R COLLECTjpN AND MANAGEMENT METAND �AT771e C N 17ARY WAS M WASTE JS CQTLLEC H SAL BE S HBCiz'' CONSM, 1E'D RE 0 PEC D qND D• 0 AND O S THE OLLO RECO CT Sy LESS WILL REVIOU AND W►+IfR AON HEAL PLAN Tp SEE Ef D/SPAS SITE SUPCO MMENDAAO ALL BE U ' 1 BE p s S MA OR HIS OR HIS OES/G REPORT SAY GRowiHANG SHALL B AL pF ERIN NS FpR USE,) up' Cf gR�YFAC1'URERS' OLLObyED oR p pS OF 711, ANAGEME IVSPEC OES/GNA Nq LL BE E 1Jy MA7ERI "W DENT PROP �BEFpR pR pOS REC /LL p PLAN ENT CORR'� ON REPO SHALL R SHALL R MADE q SPEC7Ep HAZgRDOUS ACS. SHALL tNSP ER USE ANp E SUPpOCEDURES 7£D qND S/OMMENDED R£VEN710N' THE TONS RE pE AND MAKIVSENT PRESENT NE F7ER EACH THESE p MATERIALS: ECT DAILY rp ENS dlSpOSAL 2 MgTFR.A AND 7hE LO A7p'1ERSON E�HODS FOR AND OCCUR X�`pR D q�CT/VELY, G T11E NEC g CRY M R SAND CONK HAZgRD US TtCES ARE URE'�ROPE M�p7 IN THE AND FQU 4N OF THE SA BE p1I.� CLE 1. THE SI 771E FOLLD MAIN LLING ALTO Mq USED R Y S U MUTER! I IORN /AfA RMA MAD£ AWARE ANUp SHq ROAD VEMENT WASH DUR/NG 771E GN ON�STpR NANCE �17 AtE R RES q UCTS SNA R/ALS. TO REDUCE nyE Rt / TRASH Se G� EST NOT g�7ORAGE q SARY FpR npN AND qN 771 BE 2. ONT W A TO CONS U NWp CH 2, BE u BE KEPT tN SKS gSSOCJA TEDI 4,� T�y`E� SPILLS P LLS I N S St E I TTER71CLZS -ro BROOMS SPILJ. U ON p ANUP SH UP UNC qMi 7ERS SE CTtO E7REjRp DJS ARG OR/G/ OR/G/ WI SP/ ALL CAL DU MENT ALL ALL STpRMW D GROUND yyA7 DUST qr 771E STgD fS SHALL CONTAINIiMP RBELS AND M NAL CONTAINERS U WITH HAPPRC SEA St ALLI AHED Up 771E pUR T AND MAND MATERIgL NON_ S. TF p E . K JMM 1'OS LASTIC +RAGS, S A7ER DISCHARGES SHAFRO1y DEWATERING EX I UZED ENrR E S IF Uf?p pR NT PRODU� NFL A A N SS J+ EY ARE NOT 6 pR0 R gOFD� XJC UBRO C EPT EDJA Y 2 D AND M ANC ANp LUS OR DpT j STA CLp VENT] AFTER qL BE DIRECTFp CAVq AONS� 7E RECpMMENDrt pMUST BED ION, SHALL BE J ET, J T� RE SP/LCE RAIM I OR OR L ZARD G TO pR TED AND /; SCO WRY. NEb� 7iJEY S 0 TO A SEDIMENT ME7t JODS NASED 7�I � SPEIU. IF mIS Sk FPI-414 SO' NCY REG SHALL BT NrUJ?Y 0M DINT ! ¢ Areas opened 77W LL B FpMLLANUFAC71, ' TO D NTRq 'rp ERE IS SP1j L ALL gE ARDLESS E RfPpR ACT the by the struction 0 9rowing gra specs Which gn ir dent wjth,�ons and that are shall bePlaned, 17 and will not 1 will praNde an thirty dale shaft bet anticipated to be I slope ate drft �b Per acre, afar compete wish the pesudy o �9r sthaseason ded y which 901ck addrEionoliy recasts n 6 I that fall wlthtn sing• The rate of seeding cart into the mulching of the rate 6 The sob of the ceded dedarea to afely 2 gory established ll or assure optvnum ee�n old mules d q ea a depth fourt In es. Is �sur o M I mate 9 co �s) Shall w Hal Otter7 if for rolled 9aad gross over, the the temp or r the establishm�t aof nd otered as r�alr� establish the a area re y grassed good gross coves to $ All features of thered Vegetation cover. °fked and additional seOos have w ained a mdntrnum be malnfahned dirk, protect ahali be aPptJad "'Tclent of 75� transport of �9 the life of ounstructed to to 9 Silt sediments outside the construction Print @'nston t D, banter and blet prof the limits of the p a° as to function �d sediment and t antr protection jerk property w shall actor tomit shall con Without the Prior to the presu 0nns t ainnControl plan a the ACT Index 102. meeting.City'nglneer ...,� receive n approve! OWED ERS' pR LOCAL COO AY ppER R SJ7E S ANOra1tR FORM RE gOJUSTED OF 771E TED TO f Soffwood°rre: Hard and ?� OIa ..`•"",• ood Stee/13 3'bs "ft, 1 Z 1 1 /Can eryap/e f�°at JJ� 2p°Toward F/Qlv1 aRfial,QJ s,Max ' jOast positions . II Fcbric OPP 11 �anf s� 9 Sperm l EtEVATIQN l `/ t III,:StL T E• cr L yp s Ill NQTFS F NCE SF IQ/V 2• r pe it7 �tf B�coe to be use QR SILT FENCES la wh IV S�f F �a//ba a at mo the eP° f#/, $ to be fi accordant /Ocat/orra, 3 CD not Coined q. 1� f? or s where !g with Obar7 s 4,1 /n at up/ °orrstruo °Y bock J,per 07p, ! sed"nen zeet L etaheg the f H,her ens /"Mo s rya 170 s ac'oaa Novo/!a gsh s/o lOe are onbcJ 2179 tar ovoid chairvr a/ape prat �y barr�eohent of 'e rfghdsQ f Qafed y. MCI �u99es us ers tl'om. tJ) of Av fed S//f Fence to beg runoff along!t Fe," ! of perrnlpne� ba u�e� SiYt a wherae old far under thel conb Of the rn±aatruetsd as of wafea°° ar$ to bo 17 rlcerryfa, �aksd s foy'an9/tualna/yraae to RD1N AIt UPERIN aNE OCCURRING rO 1NCLUp E THE NECESS ArpR• HE S AND 7FNDENT AND MEAS CLEgNUPRY 7O PRENT SpS1UL Sire 7pEHSP/LLALL B RRESPONS/BHOW TO NES C UP AND /1U FOR TN NEOCASE ARE D CE MUD AY A SPILL PROy1DE `._.. r`%Iter Fabric TarnP S.��low Rope P'4RTIq� 1t1/LE „�,,, t7vb � Guff alto ° ° ° T P OTfeTjory CQAfP�E] Rock ° ° oJfa �OUND rNLET FD rlVLET s oR o ° Tine r andNlOTEs FpR SY `SIMI4gR ITt^y acrrro `" Bpyea ahan Sf"rtherlc gar NTy£Ttt;+ B S STRUCTURES jN[ET benche „1pu/d �E QR y the En9ln��, of f t/iedi 3 ter40 and ba ypaa� as BiQLE T%pE 3, Rorys and S keg that a/ar shops °Pep with Mrdance wJth B�R�ERS I'Sea fO 4 Adjoaerytd by f e Zlgir es?" r 41, w as oOd wl,6, Bn tle t sfren1., dJo J xr 4 Sheaf 1, der bolas sha//be batOther mat"71 upon cc� hoary be used17 if B ;' & fa plain f runct/nnw ��l fenceethar proV ��9 e9Wv/a/ent efts yebgraYed or Sandbag9mtor f,b O'er 4J o�rtr ,bales �adbe used if t 4"vt 0000, �. Cy Raa b be �'aidR mm s far Sy Jthe an t� upstr� +'or u S , a, W* of the ferya be u ►... the cants act uni �,, ur eeAh moo//Inc/ue for Rack aa9s a �i m ; m a, Q Z,� o o� 0 o o z e CLARKE RD + U "• ' �•.. .:<;: •err. <r ,;. `J• .,.. "t: Lai U tL 04 r O 'ACy �Z 0A O ff. WO Q f,,,/% ..� l ® cm ,6„F N 6 oy N1— 0 0 W \ W f. y . \ z \ DS-47 1 W f:; uj N00 "...,.a \ :N ............. 0 \ e / \] f f �•''j�Vol, •,\ i 11 \ DS-02 1 SILT FENCE (TYP.) I DS-03 1 DS-05 zz /-Z/ 74AZ-Z I Z-1 /_Z. ;I EkSIN g1.82' 19-15"RCP 1, G0 122+00 123+00 +00 125+00 126 { 00 IDS-06 6'Y FM ....... . . -1 . ......... .. 127+00 DS-07 1 �p ".1 -- "'-/ � � o IDS-481 CLARKE R (DS-041 � a I / / s. . _. � ,✓` . .�!�' �, <: /.r i_/ .t � � .�/ :, /�s'. % i ..�'•• / . ,/,•"�� .ld'.<•. �:/• F� :c�� • _G/t /.i' % ••��' �/F� °: i✓.<'. �i. l' �..•. S� i Ser•r�-�fr�.� .sR .%`"� '�� _ /�i�• �. �<�yt• � �� �� i.Y' ♦1'... <1 •c� '. �. <: •,% 'J' F<•• ?l 1 i .'"�• l� i . .. i ��Y '�' - G4.�+� _ _ i'. • �/_ ter: l' sz -� • -% _ . i' r ✓'. : < i �• ��^ ..: <: y •—T �; i BLS ' I g,S SILT FENCE (TYP.) o 0 .w m _ . �-4L-aa r O � W Z� J ui W _ v H SILT FE�CE I DS-09 1 SILT FENCE (TYP.) DS-10 �I DS-1211 DS-11 I LOCATION MAP LOCATION MAP 0 a W m m >. m Z m 3 0 o C p Q Q U m W N LU En w c� w iLU O Oj O � U- 0 U W 0- 0 0 N W o� Q O p Vt O o C4 x« � i ao aN'o �co g c a J u u. c C w1 t�i L w C O J OfV. c; Wwa i w co D � cn w �c r �o ..j C OL o Z U. O W 0 L� Z� J � o a. W � o o Q � � O V V n N O N O � o W � W W � �► W i �-o /Ov John P. Smith, P.E. #63423 LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt X Aim Y z i 1 2 3 4 5 f 1j 6 7 ( !j 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A 63.0 208.4 350.9 493.3 637.8 774.4 911.8 1040.1 1176.0 1300.3 1620.9 1731.E 1858.E 1982.8 2110.9 2234.8 2507.1 35.0 177.0 318.0 455.0 726.0 867.0 1008.0 1144.0 1294.0 1431.0 596.0 1441.7 1535.1 2354.E 2606.3 2448.3 13.0 59.0 113.1 178.4 241.7 294.3 358.5 409.3 469.8 521.0 609.1 617.8 617.0 618.0 617.7 617.2 644.8 98.0 143.0 195.0 255.0 384.0 438.0 486.0 545,0 602.0 641.0 311.0 564.8 657.4 621.8 668.E 625.0 25.0 25.0 25.0 25.0 25.0 25.0 250 . 25.0 25.0 25.D 25.0 25. Q 25.0 25.0 25.0 25.0 25.0 25.0 25, 0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 -10.8 -21.5 - 23.5 -25,1 -26.4 -23.9 -26.0 -23.6 -22.8 -23.4 -26.9 0.1 1.7 2.8 1.7 1.1 -13.4 167.7 161.4 157.E 157.7 153.7 158,9 159.6 157.2 159.7 170.5 153.8 -20.2 174.3 -0.8 -18.0 11.3 0.0 D.0 0.0 D. 0.0 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D.0 0.0 O.0 61.5 205.4 347.7 489.9 634.2 771.2 908.3 1036.9 1172.9 1297.1 1617.3 1731.6 1858.8 1983.2 2111.1 2234.9 2505.2 36.7 179.5 321.1 458.0 729.5 869.9 1010.8 1147.1 1296.8 1432.3 599.5 1438.9 1535.9 2354.5 2603.8 2449.8 20.9 66.5 120.4 185.7 248.9 301.E 365.7 416.7 477.2 528.3 616.2 625.8 625.0 626.0 625.7 625.2 652.E 90.2 135,4 187.E 247.E 376.8 430.5 478,5 537.E 594.5 633,1 303.8 572.3 649.5 629.8 676.2 632.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 0.0 Q.0 0.0 0-0 0.0 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Q A 33 OVZ25SWW3E 250W High Pressure Sodium Type III Roadway 250W E-18 Clear STATISTICS Description Symbol Avg Max Min Max/Min Calc Zone #1 2,0 fc -�- 6.1 fc 0.6 fc 10.2:1 Caic Zone #2 1 9 fc -I- 6.4 fc 0.5 fc 12.8:1 File Lumens LLF Cobra 250W 27500 0.81 HPS - IES 111, l es Avg/Min 3.3: 1 3.8: 1 CLARKE Watts 250 �~ OUTER LINE CENTERLINE ® INSIDE i INE POLE AKD FIXTURE NOTES LOCATIO, U I. LINES PHOTOMETRIC VALUEi OUTER LINE 0.25 FOOTCANDLEI CENTER LINE 0.50 FOOTCANDLE! INSIDE LINE - 1,00 FOOTCANDLE 2. ALL AT 25 FT UNLESS NOTEDSWITHNTED DIFFERENT MOUNTIN5 HEIGHT. 3. FIXTURE SHALL BE DECORATIVE ROADWAY BLACK COBRA STYLE LIGHT WII-H 250 W HPS LUMINAIRE, MOUNTING HEIGHT] 25' ON FP PN 034133 ASSEMBLY CODE PBLC30B PER FLORIDA POWER DRAWING 30.09-14 BRONZE PROMENADE SPUN CONCRETE POLE. LOCATION MAP ti 0 a W m m Z o a W W Z z 3 W W Sc 4 Q V a 0 � U m W N r- W CY w O: Z O j OQ: O U ac w 0- 0 N, a' a 0 0 n - im- c 41 low � m4 J« s C6 W + o°fo ;o x s Z C c 9L ,a 67 C � to i d �k e J C iW i; rY co Im ®cl o Q � O W I W `C Z 9: Q IJ W LU W V � O �[ O U N N PROVIDED BY PROGRESS ENERGY, O o FOR INFORMATION ONLY w o W o � Q h O O i. ................ ..... _.: ............ a �:> -6.9 t~l�W�'� W = z vi 3 r 7 ( /l JLV........._.......................: 9..........,..............8.......................... �..... . W � r .g •r •S •9 V •8 ._....................r .&................... .,...fi........ ............................. if.die / /lr I/ %1 �6 �S �S �� •6 �8 2 •9 •8 1 9 r i1 •s 8 1� f. VA_ A O O ` " / ............................................ i.... / ./ r / _ .. \ �S 9 > �8 7:6 2 •8 1;. 6 'b r 'firs s V > v .. .................... .. .8 -69 •9 •0 •9 . 8 r rWN •8 � •/��,.� fir.,. .r/i ./ ...• o„ / - // f / / l , 1 /t� .• r \' � , %� < / iF. i <_ _ �:!�%/. <'.' '+*r'. .' r� . i \�r• .<. •TI•<i i'�l. �i / 'Yi .1-v��'.i 4Y.:Y �. t• O O a + ,� N r�- aZ y W z N• A W = Us V (A- F a DS-02 1 LOCATION MAP 1 DS-03 CLARKE RD I DS-05 Y Y r i Q Y \�1 g&; 10 68g �f • � 8 -' � r > 3 9 i7 =1018 � 3 S �6 g 15" •2 �8 Yj Y• .2 r � 0 �• � � S •3 ° �: 1 5 r z if 3� Si- •0 s _ o �: r � � 0 8 � �. ��� 2, 4- 9 � ,fib, �r , ° �. �. r � • b 9 :8 --�—� •.� J� = � ° , ., J •. 2 �s t � S •9 •8 0 .0 V •3 •9 �6.9 60 3 8 err > yr g � r h• S 1 � <• i B /S DS-04 LOCATION MAP I I PROVIDED BY PROGRESS ENERGY FOR INFORMATION ONLY 0 W Z W ® ki Z W W W c�a 3 v ac ®' U O` p Q Q V m W Lj in w D cv w x Z 0 W N 0 oc W 0 U w m. i H O v d N i0 J .0 co O �M g O 'O C C C 02 v 0L• a J � & e i d n 0? r J c � H mN m w �_ ® �o '•IY{W;Y•il:'SIY I'JY•W�IYI/I/II�����Nd\IIj����IJ'i�Id1LLYJI�;YIi:IYI�IIIIIY�WIYWYLLWY116pILI3YJ - I z o �i W z0 Q� o� z _ ©C C-Do 0 W � � o oC �. � o 4,YY14'IY{�31JLL{. N O o to 1 Ri o # a LLJ 1 1 8 ......... . .... ..... .. ........................... .................. .................... ..................... ......... ............... . .11,111-11,11-11, ..... . . . ... ................................................................................... 11 6 . . . . .......... . . . ........ .. 4& 4 0 co b I V, I pw 00 11 6-R N V= ,.W AIR RELEASE VALVE INV .......... .. . ........ ......... . . ......................... . .......... ------------ ............. . ....................................................... . . ............ .......................... ..... ........ 16'RW .w . . ............... . ........... �10 ........ .... .............. ............... ...................... . .... . ... ................... ........ . ............. ............ ....... ... ...... .... .. ........ ........................................ ............... . ...... . . ......... . ..... I .... . .... . ... ........ . . . ........ .. . . ....... lot, 77 4 / . ....... . . . . . . . . . . 115 -4+0+00 ro 4t:�, 11eIll, .......... . . . . . . I 4410 . ...... ...... .............. ................... . ....... .... . ....... ..... . . . ...... ....... . ........ . ............ 1-11-1 ...... .... ............... CHANGE METAL GRATE TOI.�' MANHOLE COVER RIM ELEV 109.51 E INV ELEV 107.79 1 0 LF OF 1 8" RCP,� 010.00% F.D.O.T. TYP E P1 INLET INLET ELEV 109.23 W INV ELEV 107.79-18" RCP Lai R I.... ... ... . F":,**,:1"A1 R(] P - ............ 1-- ............................"I'll .................. frk ........... ... ...... .. . ......... ... . .............. . ..... . ........................ c% ............... ............. . .................. . . ........ ....... ... 7N w (n �o �o 0 s: �o Is ke, -A0-9-6- 1 lvi_�u Ul 0 +'Q U CA . ... . ............. 0 ..... ........ . ........ . ...... . . . . . . ........ ....... -------- ............ ......................... .Z us . ..... ....... — --- — --- W .. ....... CL .... . . . .... — — ---- .......... . ........................ ............. . . . ... .......... ..................... . ......... ... . . ...... NEW MANHOLE COVER C14 Li" RIM ELEV 107.42 W N V 9 . ..... 1 8 R --p N V 0 INEW MANHOLE COVER RIM ELEV 1 P9.07 NW NW N 9 . ..... . i 8 dd a) W NW ;6 IN x c a c 0 IL A IF C LOCATION MAP c c '9. 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XISTING CONSTRUCTION BASELINE GRADE EXISTING CLARKE ROAD CENTERLINE GRADE 0 J L DS-02 O Z+ IDS-051STA. 125+64.63, 31.5' L F.D.O.T. TYPE P1 INLET INLET ELEV 84.75 E INV ELEV 80.59-18" RCP N INV ELEV 79.30-24" RCP TRACT 'E' CLARKE RD 122+00 123+00 1 +00 _ - - �e/S •- <d: 8 /S TRACT 'L' IDS-061b'TA. 126+87.68, 59.4' L F.D.O.T;< TYPE C INLET INLET LEV 83.00 NE IN�, ELEV 78.60-18" RCP 150 LF OF 24" R�P ® 1. 6 FP4 39 LF OF 18" RCP ® 0.18% it I 75 LF OF 18" RCP TRACT 'F' 0 0.17% 125 i 00 26+00 127+00` t I .. H .'F••• - n�.9lIYC.. os F I F I I I I TRACT 'N' DS-481STA. 122+47.73, 43.35'R F.D.O.T. TYPE P7 MANHOLE RIM ELEV 102.00 S INV ELEV 91.99-18" RCP E INV ELEV 87.50-18" RCP 1 { IDS-041STA. 125+64l4:d:, 47.5' R F.D.O.T. TYPE P1 INLET INLET ELEV 84.75 W INV ELEV 80.72-18" RCP DS-071STA. 127+13.90. 42.2' L F.D.O.T. TYPE P7 MANHOLE RIM ELEV 82.63 SW INV ELEV 78.53-18" RCP S INV ELEV 77.80-24" RCP NE INV ELEV 76.30-36" RCP 91 LF OF 36" RCP ® 0.12% I DS-08 ISTA. 127+80.16, 30.7'R F.D.O.T. TYPE P7 MANHOLE RIM ELEV 82.08 SE INV ELEV 76.19-36" RCP N INV ELEV 75.22-36" RCP I FO 149 LF OF 36" RCP ® 0.28% 31 LF OF 36" RCP CAD 1.0% DS-091STA. 129+41.21. 39.3' R F.D.O.T. TYPE P2 INLET INLET ELEV 80.36 S INV ELEV 74.80-36" RCP N INV ELEV 74.80-36" RCP 68 LF OF 36" RCP 0 1.0% gym, A. 44 LF OF 18" RCP 0.18% DS-101STA. 130+04.06, 38.0'R F.D.O.T. TYPE P7 MANHOLE RIM ELEV 79.54 S INV ELEV 74.12-36" RCP NE INV ELEV 73.78-36" RCP DS-121 ti 0 - 3 W � I Z Q �Q ca o m �omLZ v m Q a Q Q Z o Q U m W ch W D a w wuj Z W � oCE U- 0 U W iL uu O O N I W ~ O p DS-11 ISTA. 130+92.05, 30.8' R F.D.O.T. TYPE C INLET RIM ELEV 78.50 S INV ELEV 74.75-18" RCP � ji a LOCATION MAP "� tf A W e IIIIIIIO jJainn J s o x x H C E ai p li A a C x ` s ® C � .................................................................. ........................ q 0, .................................................. 106 I...::::.. .............. 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Engineers, Planners and Landscape Architects Certiffeate of AuthartwOon Number. 7107 3165 McCrory Place, Suite 100 Phone: (407) 898-1530 Orlando, Fl. 32803 Fax: (407) 898-2644 04-09-2008 PER CITY OF OCOEE REQUEST nATr REVISION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY REVISED BY CADD FILE NAME NAME DATE 14-19-Sect;ons.dwg 0 A v le r N r'' N _ -- woo N LU 0 0 Lku N file " idpe#wr c-ts aodscape e98- di""'"° phooe't 40 l 89$„2644 LA rn � N CT�0NNTS ite,00 yaw t,s � CJ'Cj S E E ce,Su`iR V MMGCAo'� go3 j P R 3'�65 do, pL 33 Q 1 � pilau ��E ROA RADA p� 05_00 L A R K FLORID C DATE 08_22-06 oEE SCALE nn j` WN V v AS SMa CITY C SHEET 19 a 24 o -o R Us pER CIV CRVISION J 9_Sections. I v 1' 0 M CO) NII 00 . CO) M pm Q 0 NO 0> z 0 z (0) 0 I0II... .... .... .... .... .... .... .... .... .... .... ... .... ... .... ..... .... .... .... ... .... .... 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(A CA 0 PROJECT 1 05-006 CROSS SECTION DATE OJ—O 1-07 CLARK ROAD IMPROVEMENTS SCALE AS SHOWN SHEET 20 OF 24 CITY OF OCOEE FLORIDA #'ChIfit INIVA Axseeks Engineers, Planners and Landscape Architects Certiffcate of AuthodwOon Number. 7107 3165 McCrory Place, Suite 100 Phone: (407) 898-1530 Orlando, Fl. 32803 Fax: (407) 898-2644 DESIGNED BY DRAWN BY CHECKED BY NAME DATE _ 04-09-2008 PER CITY OF OCOEE REQUEST I APPROVED BY DATE REVISION REVISED _BYJ—CADDFILE NAME 14-19—Se-ct;ons.dwg 115 105 95 85 115 105 95 85 120 100 80 60 40 20 0 20 40 60 80 100 120 115 105 115 105 95 85 120 100 80 60 40 20 0 20 40 60 80 100 120 115 105 95 85 f I II A .. IIIIIII III I I II III' I a ° -f- II III I I — � I i III ! I� IIIII'. I III ' I III I I III I III 105 95 85 120 100 80 60 40 20 0 20 40 60 80 100 120 115 105 95 PROP 85 I I IIIII II I =I ! 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Smith, P.E. #63423 0 6 C v I v_ w I Q Z LU >. >LU m Q m Z Z 3 Y 0 0 a 4 v 0 cc p U Q U >- m W 5 W cn w z M o w W or 0 0 0 U_ 0 0 it W a ao 0 N W v H 03cl Mw x� - T- cl OD rcb u (aco sa m o We x �0 ti Ix C 20 O IL 44 a0IL �v 0� R J w 2 � = g c �i L r �1- c V. o N — d �i fY 3 H d v LN O— L ,+ W Ift V n 2-0 In ii V. in 1. Q ZO J W w Z O O F- Q► a..V W (n Z... O Q Cc V O W O �< O Q Q -•.i C) � - u II O N to O � o O Q N Q W O h h " O ASPHALT PAVEMENT: MINIMUM 1.5 ASHPHALTIC CONCRETE, TYPE S-3 © SOIL CEMENT BASE: MINIMUM 6" THICK SOIL CEMENT BASE. w 0 a 3' 5' 3' 2' 12' 12' 12' 12' 2 3 5 TURN THROUGH THROUGH TURN MINIMUM 7 DAY STRENGTH OF 300 PSI. COMPACT IN PLACE LANE LANE LANE LANE 12' 12' TO MINIMUM DENSITY OF 95% OF THE STANDARD PROCTOR THROUGH MAXIMUM DRY DENSITY PER ASTM D-558 (AASHTO T-134). THROUGH LANE ANE © SUBBASE: MINIMUM 12" SUB -BASE SHALL BE COMPACTED TO 98% OF THE 4' MAXIMIUM DENSITY AS DETERMINED BY AASTO T-180 TEST METHOD. A O TYPE "D" MEDIAN CURB E; © CURB SUBBASE: MINIMUM 6" THICK STABILIZED SUBBASE UNDER ALL CURBS. STABILIZED TO 50 PSI FBV. 2.00% 2-% 2.00% © TYPE F CURB. 2.00% F 7..... `" _ \ DECORATIVE STREET LIGHT (TYP.) CLARKE F CLARKE ROAD EXTENSION APPROACH AT CLARCONA N.T.S. NORTHBOUND APPROACH DECORATIVE STREET LIGHT (TYP.) rn r-�f . __J --f cn? J 1 V 1 1% 1-% V (- FUTURE INTERSECTION- CLARKE ROAD & CLARCONA-OCOEE ROAD SCALE: 1 "=30' NOTE: 1. BASED ON ORANGE COUNTY PLANS FOR CL.ARCONA-OCOEE ROAD. 2. SHOWN FOR INFORMATION ONLY. NOT IN CONTRACT FOR CLARKE ROAD IMPROVEMENTS. 6". 1'-6" 0 i 8" BASE STABILIZED SUBGRADE E COMPACTED SUBBASE Q `. *Note: When used on high side of roadways, the cross slope of th gutter shall match the cross slope of the adjacent paveme the thickness of the lip shall be 6", unless otherwise shown on plans. FDOT TYPE F CURB 3 /4" R ^� 6" Min.* 7" Std. TYPE D MEDIAN CURB NOT TO SCALE •■■ Suiti. P.F_ -411,3493 LLJ Cn Q m >- m Co m Wz W �; v W o = C, a m W y t— L.LJ Lit �z 0 LLJ oEx Ex V x LU L- �J D O W � O O Q� Q LL_ O -J CD � C� N N �I NLJ o N 7 W r ~ ITEM NUMBER IV. A. PUBLIC HEARING Prestige Academy 1. Special Exception Mayor S. Scott Vandergrift Citv Manauer Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, MPA - Senior Planner DATE: July 8, 2008 RE: Prestige Academy Special Exception Project # 03-08-SE-015 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Special Exception for Prestige Academy child care center? BACKGROUND: The proposed Prestige Academy child care facility is located on the north side of SR 50, across from Health Central hospital. The subject property is zoned C-2 (Community Commercial), and is proposed to occupy the northern third of the existing Coan Eye Care building. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North I Commercial East I Commercial, Conservation/Floodplains South Public Facilities/Institutional, Professional Offices & Services West Commercial Zoning Classification Community Commercial (C-2) Orange County Citrus Rural Community Commercial (C-2), Professional Offices & Services (P-S) Community Commercial (C-2) Existing Land Use Professional Office buildings Vacant parcel comprised of mostly wetlands Health Central Hospital Professional Office buildings If the Special Exception is approved, the Department of Children & Families (DCF) will inspect the facility under Chapter 402, Florida Statutes and Chapter 65C-22, Florida Administrative Code, to determine compliance with child care facilities licensing criteria under Florida law. July 8, 2008 Planning and Zoning Commission Page 2 DISCUSSION: As previously mentioned, the Prestige Academy child care facility will occupy the northern third of the Coan Eye Care building. The applicant has conveyed to staff that the proposed facility will be exclusively for developmentally delayed children, and thus is not intended to have a large amount of children in attendance, or generate additional traffic beyond what is already generated on -site. The applicant has confirmed that 5 parking spaces in the northeastern portion of the site will be converted to a play area to satisfy State requirements for open space; and has confirmed that this area can easily be re -converted to parking spaces if the child care facility were to cease operations at this location. The owner of the building has provided a letter granting permission for the conversion of these parking spaces to a play area, and for the child care facility to occupy the northern third of the building. The Land Development Code defines Special Exception as a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added). In accordance with Section 4-8.B. (2) of the Land Development Code, the proposed use must be considered in relation to the compatibility with the surrounding land uses. As previously mentioned, the surrounding land uses are primarily commercial. Child care facilities are compatible with commercial uses, and are generally located in commercial areas. For example, the Tutor Time child care facility is located along Clarke Road adjacent to the West Oaks Mall and several other major retail establishments. This portion of Clarke Road is one of the City's preeminent commercial areas, and Tutor Time is compatible with the surrounding commercial uses in this location. Based on this analysis, Prestige Academy is anticipated to be compatible with the surrounding uses in the proposed location. Additionally, the proposed use is not anticipated to: • Violate the health, safety, welfare, and/or convenience of those working or owning land in the vicinity of the proposed use or structure • Impair pedestrian or vehicular movement in adjoining streets so as to violate adopted level of service standards • Result in noise, odor, glare, vibration, or other similar characteristic which is detectable at the property line and which exceeds the level which will result from permitted uses • Prevent an adjoining landowner from the legal use of his property pursuant to the Land Development Code • Violate a requirement of limitation of any applicable state or federal law or regulation • Exceed the applicable density or bulk regulations except as specifically authorized, nor shall the use or structure result in overcrowding of land or buildings 0 Create a fire hazard July 8, 2008 Planning and Zoning Commission Page 3 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 11, 2008 and reviewed the Special Exception application. The applicant was notified that all concerns in regards to the review of the project had been satisfied. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Special Exception for Prestige Academy child care center. STAFF RECOMMENDATION: Based on the above analysis, the proposed use is not anticipated to be in conflict with the surrounding land uses. Staff recommends that the Planning and Zoning Commission recommend approval of the Special Exception for the Prestige Academy child care center located on the north side of SR 50, across from Health Central Hospital, subject to the five Conditions of Approval provided on the attached site plan. Attachments: Location Map Future Land Use Map Zoning Map Letter from Mark A. Coan, O.D., property owner Site Plan, Prestige Academy Maine ( Sed6lia� 0 m Y P �ovo �I Prestige Academy Location Map I c 0 z .0` 0 0 CO �:/�iUl IIc1I 000000000 � 00 O O O O O 0 O 0 O 00 000�0000 c o_ IN -lA I xl O� ne a 4a, -- is r et ��II Cry�II = I �odv� 1 1 1 1 1 1 1 1 1 �e� � � I �a 5 M C-,rnvF Prestige Academy Surrounding Future Land Use Map Prestige Academy Surrounding Zoning Map �H�Cen�n olGUH4o/b QCOEE 0 Community Devdopmem o.,e t ieM squab 073.201J19h t now 0 290 500 WO F Printed June2008 QSubject 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 LOCATOR MAP �k rit >1'7 Q) 0 ,6 6C 11 9 601 =v M� DRIVE10101 W. 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LLI ti • ^f 1 [TS 3 co ® SITE BOUNDARY LINE 10 # OF PARKING SPACES ASPHALT PAVEMENT (SEE DETAIL) 43 yl i di' YiF 1' ROPERTY OWNER PROJECT BUILDER DRAFT CONDITIONS OF APPROVAL FOR PRESTIGE ACADEMY SITE PLAN FOR SPECIAL EXCEPTION •flWay 20, 20681 The Special Exception shall expire twelve (12) months from the date of approval by the City Commission unless all necessary permits) are obtained prior to such date, such N permit(s) being for the construction of the proposed use authorized by the Special Exception Further., upon issuance of such permit(s), the Applicant (or its agent) shall diligently proceed in good faith to complete construction in accordance with the terms hereof Failure of the. Applicant (or its agent) to proceed as aforesaid shall provide a basis for revocation of the Special Exception by the City Commission 2 Approval of the Special Exception does not authorize commencement of any i development activities Compliance with all other applicable provisions of the Ocoee Land Development Code shall be required 3 The Applicant shall make a good faith effort to obtain a Certificate of Occupancy for the . use authorized by the Special Exception within twelve (12) months from the date on I, which the Special Exception is approved by the City Commission 4". }l !'li,•]'Ttt `L''''.- ''`{mil, •�'.f ..-r it;, _• " 4 Should the use authorized b r the Special Exception t`•{ V �-• �.-, } p_ p be terminated Or substantially ❑Q- s 1 modified or expanded in a manner inconsistent with the conditions of approval for the. I ry Special Exception, then said Special Exception may be revoked by the City Commission ■>���Jg7 at its sole discretion. i t t 1 yl " ( � i! t•1.T � rt i :,a, Ilitr t {{•++ > tty 7 �& Y,1 •_ , , i+J:1 I V. > mi ,L .r, w µ -[��• 1 - ..iSi.Y VJ t is L l fft iS.Jf W1, () , r a l i l i Y 11 Glf 1 'G , { ,1 itr i' ` t t. •,l ,,,{, ,•fllit'1 l it rh,` t Litt ,, •, ,ti ,,pe' Il UL St 1 l r i� h'L 4 1 11 yy77.•. j 'd• 1 1 L ! r' 1 4 1. t , ri i rI t , tli,ti�' If,l,j,��th,��"IfY,,t,r`r 'a{�^�t!'t '" � •-. t f r Ir 1 1 ii r rR t r,l II 1 „ t f +jam , ✓ r, }{�, 1 0.' tr I t , j t I IL>•tM.tr.utR nrr U C? y w ri O i Cr�� t.ak L :zxaeceatnnreln Ilmr nrsassaupcteanscan:r, � �jI x /r > 1 00 C to I. at il-4i 82 13` ' ~� t Q •L J`� a. Y2S9a:R7anc•ID0.4690 Y:7.4. Ctaf,I }9e"Ci•Ktt�U7Mf92?7 t'RTI ttaYy 4YCFL.^a,M7'A•a,51RW' 1 t3+fa taCL'tl ✓�(��'� 309 w V �' ~,�7 j- j�4• ' � I' (� � �•-� •-� r� � � f �••�•, ��•- 1 V 1.J p wJ 8 ' � � " Y Y 59797 , �.�ra�1r � J�ii� gi% J�'�•L,4 "IG f, ^ + taAN LOOP Rfs'G.4` 77v UN ' fk7S t'JDC1 0� S� Sid' EXISTING PLOT PLAN SCALE: 1 = 30'-0" COPYRIGHT 2005 By The Orlando Design Group Inc. Any Reproductions and/or alterations to these plans without prier written consent from The Orlando co � >j N 44 04 O'l 1 aa8 i x ,. 1 409 n U 1 t'i L i 1 } t ,.,t a ! , �• p � v t f Ta s9 '� aLrn•r•oem• _ Group, Inc., is a violation of Federal copyright laws. t 5 The use authorized by the Special Exception shall apply only to that portion of the existing building intended to be used for the daycare center, and that portion of existirig parking lot intended to be used for the playground in connection therewith, both as ' generally shown hereon The Special Exception shall not extend to any other portion of Of the premises and shall not grant any rights with respect thereto 0 LO 1 ' f GRAPHIC SCALE ' 30 U Is. 30 'rp KEY NOTES: 1 1 6' HIGH MASONRY DUMP5TER ENCLOSURE (SEE DETAIL) ' 2 6"46" C%CRETE CURB (TYP) (SEE DETAIL) i 3 R1-1 AND 24r HOE THERMOPLASTIC STOP BAR (TYP) (SEE DETAIL) I 4. 6' CONCRETE SIDEWALK I a LIFT STATIDN (SEE DETAIL) © 6 BiKE RACK, 13ENCH AND TRASH RECEPTACLE ON CONCRETE BASE 7 CONCRETE PAVEMENT (SEE DETAIL) 8 ASPHALT PAVEMENT (SEE DETAIL) I 10 PROOERTY TO BE DEDICATED TO THE CITY OF OCOEE &1 SIGN-36 S,F AND 9' HEIGHT MAX 12 CONCRETE SIDEWALK (SEE DETAIL) 13 HANDICAP 'SPACE (TYP) (SEE DETAIL) 14 CONCRETE WHEEL STOP (TYP) (SEE DETA 15 6" DOUBLE YELLOW STRIPING � 16 — CITY OF oCoi_E 17 CROSSWALK STRIPING (THERMOPt.ASTIC) 18 40' SIGHT LINE I - f HARB DESIGN GROUP, INC cERT(FrcAreOFAUTH iY6700 HARB RESIGN GROUPS INC. own 4'L v! 114 �/ CIVIL ENGINEERING CONSULTANTSNT',S 3700 34Lh STREET, 3rd FLOOR, ORLANDO, EL 32805 PHONE 407-422-7654 FAX 407-422-9664 ASNEYCURRYBOXHOZ,JR,PC FLORIDA CERr#59958 I- e-l-,731 DA7E ' so LLJ 9-" °'' LIJ Fr. G �j all IL c'-S-'•�G !'l fi 00 a r t x t CM E� v• s , ec.. z `` CM X ", t o. g Cc 61,< u, sill n� 6 .. V9 ccany alums oath 4) D • �' CoI� C15 Cn 0 "ZI 3. Street No: 1,a r 1,3 Of: ITEM NUMBER IV. B. PUBLIC HEARING Citrus Oaks Center 1. Small Scale Comprehensive Plan Amendment 2. PUD Rezoning / Land Use Plan Mavor S. Scott Vandergrift Citv Manager Robert Frank --- _Frr__ , STAFF REPORT TO: The Planning and Zoning Commission FROM: Bobby Howell, MPA — Senior Planner a DATE: July 8, 2008 SUBJECT: Citrus Oaks Center Small -Scale Comprehensive Plan Amendment Project # CPA — 2008-002 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission / Local Planning Agency recommend approval of a Small -Scale Comprehensive Plan Amendment to re-classify approximately 0.96 acres of the Citrus Oaks Center property from Professional Offices & Services to Commercial? BACKGROUND: The subject property is located on the southeast corner of the intersection of SR 50 and Citrus Oaks Avenue. The subject property is approximately 2.13 acres in size and is the site of an existing professional office building that was permitted by the City in 1998. Of the 2.13 acres, approximately 0.96 acres are proposed to be re-classified from Professional Offices & Services to Commercial, with the remaining acreage retaining a Future Land Use Designation of Conservation/Floodplains. The entire property is being simultaneously rezoned to PUD- Commercial. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North Commercial East Commercial, Conservation/Floodplains South Conservation/Floodplains West Professional Offices & Services Zoning Classification Community Commercial (C-2) PUD-Commercial Professional Offices & Services (P-S), proposed to be included in rezoning to PUD- Commercial Professional Offices & Services (P-S) Existing Land Use Retail outparcels of the West Oaks Mall Retail Shopping Center, Wetland/Conservation area Wetland/Conservation area Medical Office building July 8, 2008 Planning and Zoning Commission Page 2 of 3 DISCUSSION: As stated above, the proposed Small -Scale Comprehensive Plan Amendment consists of re- classifying approximately 0.96 acres of the subject property from Professional Offices & Services to Commercial, with the remaining portion of the property retaining a Future Land Use Designation of Conservation/Floodplains. The applicant is requesting the Small -Scale Comprehensive Plan amendment so the property can be rezoned to PUD-Commercial from Professional Offices & Services (P-S). The main tenant is a medical clinic that has indicated they will not renew their lease, which expires on August 31, 2008. Rezoning the property to PUD-Commercial will allow the owner to have greater latitude in leasing portions of the building to a broader range of tenants than can occupy the building under the current zoning of P-S. In general, the surrounding area is comprised of Commercial uses. The property is located on SR 50, which is the main arterial road and commercial corridor in the City of Ocoee. The subject property is located across SR 50 from the West Oaks Mail, and from "big -box" retailers ranging from Best Buy, PetSmart, Michael's Arts & Crafts, Toys R' Us, and Borders Books & Music. Directly to the east of the subject property is a commercial shopping center that contains a multitude of uses that range from a restaurant to an optometrist office. Commercial uses in the building are not anticipated to generate additional traffic impacts beyond those of the commercial shopping center to the east of the subject property. The applicant has agreed to place use limitations on the property in an effort to limit traffic impacts created by the site and to be consistent with the uses in the commercial shopping center to the east. The portion of the property along SR 50 is accessed via a right turn -lane that leads into a shared access with the property to the east. The site has a secondary access point along Citrus Oaks Avenue, which is a local collector street. Based on the above analysis, it is anticipated the re -designation from Professional Offices & Services to Commercial for approximately 0.96 acres of the subject property is a logical extension of the commercial lands adjacent to north and east of the site, and is not anticipated to pose additional impacts on the surrounding roadway network. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 25, 2008 and reviewed the applicant's request. The applicant was notified that all concerns in regards to the review of the project had been satisfied. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Small -Scale Comprehensive Plan amendment for approximately 0.96 acres of the Citrus Oaks Center from a designation of Professional Offices & Services to Commercial, with the remainder of the property retaining a Future Land Use designation of Conservation/Floodplains. July 8, 2008 Planning and Zoning Commission Page 3 of 3 STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission / Local Planning Agency recommend approval of a Small -Scale Comprehensive Plan Amendment for approximately 0.96 acres of the Citrus Oaks Center located on the southeast corner of the intersection of SR 50 and Citrus Oaks Avenue from a designation of Professional Offices & Services to Commercial, with the remainder of the property retaining a Future Land Use designation of Conservation/Floodplains. Attachments: Location Map Existing Future Land Use Map Proposed Future Land Use Map 77 culUr-I al Citrus Oaks Center Location Map LAKE LOi A (,rnV -Y- L ,e 0 Q � Citrus Oaks Center Existing Future Land Use Map Oepanmenl t Inch epuab )r04485496a1 L L Printed: June2008 OSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies ri Mayor S. Scott Vandergrift Citv Mana,-er Robert Frank STAFF REPORT TO: The Planning and Zoning Commission FROM: Bobby Howell, MPA — Senior Planner DATE: July 8, 2008 SUBJECT: Citrus Oaks Center PUD Rezoning / Land Use Plan Project # RZ-08-04-04 ISSUE: Should the Planning & Zoning Commission approximately 2.13 acres of property known Offices & Services (P-S) to PUD-Commercial? BACKGROUND: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 recommend approval of a request to rezone as the Citrus Oaks Center from Professional The Citrus Oaks Center is located on the southeast corner of the intersection of SR 50 and Citrus Oaks Avenue. The subject property is approximately 2.13 acres in size and is the site of an existing building that was permitted by the City in 1998 that is currently occupied by professional and medical offices. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial Community Commercial Retail outparcels of the West Oaks Mall (C-2) East Commercial, PUD-Commercial Retail Shopping Center, Conservation/Floodplains Wetland/Conservation area South Low Density Residential Orange County Single -Family homes Residential District West Professional Offices & Professional Offices & Medical Office building Services Services (P-S) DISCUSSION: The applicant is requesting to rezone the subject property from Professional Offices & Services (P-S) to PUD-Commercial. Currently, the main tenant is a medical clinic that has indicated they will not renew their lease, which expires on August 31, 2008. July 8, 2008 Planning and Zoning Commission Page 2 of 3 The applicant has conveyed to the City that rezoning the property to PUD-Commercial will allow greater latitude in leasing portions of the building to a broader range of tenants than could occupy the building under the current zoning of P-S. Rezoning the property to PUD-Commercial is not anticipated to generate additional traffic impacts beyond those of the existing commercial shopping center to the east of the subject property. The applicant has agreed to place use limitations on the property in an effort to limit traffic impacts created by the site and to be consistent with the uses in the commercial shopping center to the east. The list of permitted uses is on the Land Use Plan, and is contained within the Development Agreement. The subject property is accessed via a right turn -lane that leads into a shared access with the property to the east along SR 50, and has a secondary access point along Citrus Oaks Avenue, which is a local collector street. The property is located on SR 50, which is the main arterial road and commercial corridor in the City of Ocoee. The subject property is located across SR 50 from the West Oaks Mall, and from "big -box" retailers ranging from Best Buy, PetSmart, Michael's Arts & Crafts, Toys R' Us, and Borders Books & Music. The existing shopping center that is located to the east of the subject property contains a multitude of commercial uses that range from a restaurant to an optometrist office. Based on the above analysis, it is anticipated the proposed rezoning from Professional Offices & Services (P-S) to PUD-Commercial is a logical extension of the commercial zoning designations that are found adjacent to north and east of the site, and will not pose additional impacts on the surrounding roadway network. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION; The Development Review Committee (DRC) met on June 25, 2008 and reviewed the applicant's request. The applicant was notified that all concerns in regards to the review of the project had been satisfied. The Planning Department requested that check -cashing businesses should be added to the list of prohibited uses on the Land Use Plan and in the Development Agreement. The Police Department requested day -labor establishments be added to the list of prohibited uses on the Land Use Plan and in the Development Agreement. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the rezoning of the Citrus Oaks Center from a designation of Professional Offices & Services (P-S) to PUD including the Land Use Plan subject to the incorporation of the above referenced prohibited uses on the Land Use Plan and in the Development Agreement. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the proposed rezoning of the Citrus Oaks Center located at the intersection of Citrus Oaks Boulevard and SR 50 from a designation of Professional Offices & Services (P-S) to PUD including the Land Use Plan subject to the incorporation of the above referenced prohibited uses on the Land Use Plan and in the Development Agreement. July 8, 2008 Planning and Zoning Commission Page 3 of 3 Attachments: Location Map Existing Future Land Use Map Proposed Future Land Use Map Existing Zoning Map Proposed Zoning Map Draft Development Agreement Citrus Oaks Center Land Use Plan Citrus Oaks Center Location Map -7� ..0 0 LAKE LOTTA r; rryV-E, ` ne n s O N C:Cll N GQ ��eCentet of Cood��p�4 Ocoee Community Development Department 1 inch equals 1.000 feet 340170 0 340 680 1,020 Feet Printed: June 2008 QSubject Property Unincorporated Territory and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) r: Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies PS Citrus Oaks Center Proposed Zoning Map ririiill{I{!,!�!!1!IIti1YII1VD .. I ��r�ra11i ■�MM.1r a71 --!!■r Old Winter_"a THIS INSTRUMENT PREPARED BY AND SHOULD BE RETURNED TO: PREPARED BY: Dorothy E. Watson, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 RETURN TO: Beth Eikenberry, City Clerk CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, FL 34761 (407)656-2322 DEVELOPMENT AGREEMENT (Citrus Oaks Center) For Recording Purposes Only THIS DEVELOPMENT AGREEMENT ("this Agreement") is made and entered into as of the day of by and between CITRUS OAKS CENTER, INC., a Florida corporation, whose mailing address is P.O. Box 2788, Orlando, FL 32802-2388 (hereinafter referred to as the "Owner") and the CITY OF OCOEE, a Florida municipal corporation, whose mailing address is 150 North Lakeshore Drive, Ocoee, Florida 34761, Attention: City Manager (hereinafter referred to as the "City"). WITNESSETH: WHEREAS, the Owner owns fee simple title to certain lands located in Orange County, Florida, and within the corporate limits of the City of Ocoee, Florida, said lands being more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof (hereinafter referred to as the "Property"); and WHEREAS, pursuant to the petition of the Owner, on the Ocoee City Commission approved Ordinance No. rezoning the Property as "PUD" under the Ocoee Land Development Code; and WHEREAS, the provisions of Section 4-5A(5) of Article IV of the Ocoee Land Development Code requires that the Owner and the City enter into a development agreement incorporating all plans and conditions of approval by reference; and WHEREAS, the Owner and the City desire to execute this Agreement in order to fully comply with the provisions of the Ocoee Land Development Code. ORLA_1056389.1 NOW, THEREFORE, in consideration of the premises and other good and valuable considerations exchanged between the parties hereto, the receipt and sufficiency of which is hereby acknowledged, the parties hereto agree as follows: Section 1. Recitals. The above recitals are true and correct and incorporated herein by this reference. Section 2. Development of the Propertv. A. The Owner hereby agrees to develop the Property in accordance with that certain PUD Land Use Plan for Citrus Oaks Center prepared by Laura Turner Planning Services, date stamped as received by the City on , (hereinafter referred to as the "Land Use Plan"). The Land Use Plan is hereby incorporated herein by reference as if fully set forth herein. B. The Owner hereby agrees that the Property shall be developed in accordance with and is made subject to those certain Conditions of Approval attached hereto as Exhibit "B" and by this reference made a part hereof (the "Conditions of Approval"). The Owner further agrees to comply with all of the terms and provisions of the Conditions of Approval. The Conditions of Approval attached hereto as Exhibit "B" are the same as the Conditions of Approval set forth in the Land Use Plan. C. Except as otherwise expressly set forth in this Agreement and the Land Use Plan it is agreed that (1) the Owner shall comply with the zoning and subdivision regulations of the City as set forth in the Ocoee Land Development Code, as it may from time to time be amended, and (2) all preliminary subdivision plans, final subdivision plans, and final site plans for the Property or any portion thereof shall conform to the Ocoee Land Development Code requirements in effect at the time of approval of any such plans. In the event of any conflict between the provisions of the Ocoee Land Development Code, as it may from time to time be amended, and this Agreement, it is agreed that the provisions of this Agreement shall control. D. All capitalized terms not otherwise defined herein shall be as defined or described on the Land Use Plan, unless otherwise indicated. Section 3. Notice. Any notice delivered with respect to this Agreement shall be in writing and be deemed to be delivered (whether or not actually received) (i) when hand delivered to the other party, (ii) upon receipt when deposited in the United States Mail, postage prepaid, certified mail, return receipt requested, or (iii) the next business day after being sent by nationally recognized overnight delivery service for next business day delivery, all addressed to the party at the address appearing on the first page of this Agreement, or such other person or address as the party shall have specified by written notice to the other parry delivered in accordance herewith. Section 4. Permitted Uses; Prohibited Uses. As a material inducement to the agreement of the City to rezone the Property, the Owner agrees that the Property will be developed in accordance with those uses permitted in Table 5-1 of the City of Ocoee Land Development Code as specified in the "C-2", Community Commercial District, except for the ORLA_1056389.1 -2- following uses which are expressly prohibited on the Property: drive-in restaurant, miniature golf course, pawn shop, equipment sales, funeral parlor, movie theater, nursing home, grocery store/supermarket, automotive repair, automotive sales, automotive service, commercial convenience, commercial convenience with gas sales, gas station, hotel/motel, hospital, bar, check cashing services, and day labor. Section 5. Covenant Running with the Land. This Agreement shall run with the Property and inure to and be for the benefit of the parties hereto and their respective successors and assigns and any person, firm, corporation, or entity who may become the successor in interest to the Property or any portion thereof. Section 6. Recordation of Agreement. The parties hereto agree that an executed original of this Agreement shall be recorded by the City, at the Owner's expense, in the Public Records of Orange County, Florida. The City will, from time to time upon request of the Owner, execute and deliver letters affirming the status of this Agreement. Section 7. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled, and interpreted according to the laws of the State of Florida. Section 8. Time of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. Section 9. Agreement; Amendment. This Agreement constitutes the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject matter hereof. Amendments to and waivers of the provisions of this Agreement shall be made by the parties only in writing by formal amendment. Section 10. Further Documentation. The parties agree that at any time following a request therefor by the other party, each shall execute and deliver to the other parry such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of either party hereunder. Section 11. Specific Performance. Both the City and the Owner shall have the right to enforce the terms and conditions of this Agreement by an action for specific performance. Section 12. Attornevs' Fees. In the event that either parry finds it necessary to commence an action against the other party to enforce any provision of this Agreement or because of a breach by the other party of any terms hereof, the prevailing party shall be entitled to recover from the other party its reasonable attorneys' fees, legal assistants' fees and costs incurred in connection therewith, at both trial and appellate levels, including bankruptcy proceedings, without regard to whether any legal proceedings are commenced or whether or not such action is prosecuted to judgment. Section 13. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall be deemed to be an original but all of which together shall constitute one and the same instrument. ORLA_1056389.1 -3- Section 14. Cautions. Captions of the Sections and Subsections of this Agreement are for convenience and reference only, and the words contained therein shall in no way be held to explain, modify, amplify or aid in the interpretation, construction, or meaning of the provisions of this Agreement. Section 15. Severability. If any sentence, phrase, paragraph, provision, or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereof. Section 16. Effective Date. This Agreement shall first be executed by the Owner and submitted to the City for approval by the Ocoee City Commission. Upon approval by the Ocoee City Commission, this Agreement shall be executed by the City. The Effective Date of this Agreement shall be the date of execution by the City. IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized officers as of the day and year first above written. Signed, sealed and delivered in the OWNER: presence of CITRUS OAKS CENTER, INC., a Florida corporation By: Print Name Name: Its: Print Name ORLA_1056389.1 -4- STATE OF FLORIDA COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared , who [I is personally known to me or [] produced as identification, and that acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily, for the uses and purposes therein expressed. day of WITNESS my hand and official seal in the County and State last aforesaid this Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): ORLA_1056389.1 -5- Signed, sealed and delivered in the presence of. Print Name: Print Name: FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. Approved as to form and legality this day of FOLEY & LARDNER LLP City Attorney CITY: CITY OF OCOEE, FLORIDA Attest: S. Scott Vandergrift, Mayor Beth Eikenberry, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON UNDER AGENDA ITEM NO. ORLA_1056389.1 -6- STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared S. SCOTT VANDERGRIFT and BETH EIKENBERRY, personally known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, FLORIDA and that they severally acknowledged executing the same in the presence of two subscribing witnesses, freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seat): My Commission Expires (if not legible on seal): ORLA_1056389.1 JOINDER AND CONSENT The undersigned hereby certifies that it is the holder of that certain Mortgage and Security Agreement dated the 21 st day of November, 1997 and recorded in Official Records Book 5374, Page 3022, as modified by that certain Assignment of Mortgage and Related Loan Documents dated the 26th day of August, 1998 and recorded in Official Records Book 5557, Page 3276, as modified by that certain Mortgage Note and Mortgage Renewal and Modification Agreement dated the 26th day of August 1998 and recorded in Official Records Book 5557, Page 3278, as affected by that Certain Satisfaction of Mortgage dated the 26th day of October 1998 and recorded in Official Records Book 5670, Page 1353, as modified by that certain Assignment, Assumption and Modification Agreement dated the 23rd day of October 2006 and recorded in Official Records Book 8933, page 2894, as affected by that certain Assignment of Leases, Rents, and Profits dated the 21st day of November 1997 and recorded in Official Records Book 5374, Page 3042, as affected by that certain Amended and Restated Assignment of Leases, Rents and Profits dated the 26th day of August 1998 and recorded in Official Records Book 5557, Page 3312, and as affected by that certain UCC Financing Statement recorded on October 24th, 2006 in Official Records Book 8933, Page 2902, all of the Public Records of Orange County, Florida, upon the above described property and the undersigned, for and in consideration of valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in and consent to the execution of the foregoing Development Agreement and agree that the lien of its mortgage described herein above shall be subordinated to the aforedescribed Development Agreement. Signed, sealed and delivered in the presence of: (Print name of Mortgage holder) Print Name: By: Printed Name: Print Name: Title: ORLA_1056389.1 -8- STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 20, by (Name of Officer) who is the (Title) of (Name) . He/she is personally known to me, or �] has produced as identification. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on seal): My Commission Expires (if not legible on seal): ORLA_1056389.1 -9- EXHIBIT "A" THE PROPERTY That part of the following described property lying East of Citrus Oaks Avenue as described in Official Records Book 3517, page 2126, of the Public Records of Orange County, Florida. Tract 2, Orlando Groves Association, Lake Lotta Groves, as recorded in Plat Book E, page 52, of the Public Records of Orange County, Florida, less the South 741.29 feet thereof and also, less the State Road 50 right of way, lying in Section 28, Township 22 South, Range 28 East, and Also less the following tract of land for the East-West Expressway (right of way): A portion of the Northeast 1/4 of the Northwest 1/4 of Section 28, Township 22 South, Range 28 East, Orange County, Florida; also being a portion of Tract 2, Orlando Groves Association, Lake Lotta Groves, as recorded in Plat Book E, page 52, of the Public Records of Orange County, Florida, being more particularly described as follows: Commence at the Northeast corner of the Northwest 1/4 of Section 28, Township 22 South, Range 28 East, Orange County, Florida; thence run South 00°19'50" East, a distance of 82.22 feet to a point on the Southerly right of way line of State Road 50; thence run South 89°48'00" West, along said right of way line, a distance of 234.03 feet to the point of beginning; thence departing said right of way line run South 45°35' 12" West, a distance of 50.19 feet to a point on the Easterly right of way line of Citrus Oaks Avenue (Private Street); thence North 00°12'00" West, along said Easterly right of way line, a distance of 35.00 feet to the said Southerly right of way line of State Road 50; thence North 89°48'00" East along said Southerly right of way line, a distance of 35.97 feet to the point of beginning. Together with non-exclusive rights of Ingress and Egress as set forth in that certain non-exclusive easement as described in Official Records Book 3534, page 307, Public Records of Orange County, Florida. Together with the lands lying West of the centerline of Michigan Avenue, as now vacated. Less and except those lands as set forth in that Order of Taking recorded in Official Records Book 4081, page 3512 and that Stipulated Final Judgment recorded in Official Records Book 4092, page 4297, of the Public Records of Orange County, Florida. ORLA_1056389.1 _ 1 0_ EXHIBIT "B" CONDITIONS OF APPROVAL 1. To the extent the Land Use Plan and these Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. 2. This project shall comply with, adhere to, and not deviate from or otherwise conflict with any verbal or written promise or representation made by the Owner/Applicant (or authorized agent thereof) to the City Commission at any public hearing where this project was considered for approval, where such promise or representation, whether oral or written, was relied upon by the City Commission in approving the project, could have reasonably been expected to have been relied upon by the City Commission in approving the project, or could have reasonably induced or otherwise influenced the City Commission to approve the project. For purposes of this Condition of Approval, a "promise" or "representation" shall be deemed to have been made to the City Commission by the Owner/Applicant (or authorized agent thereof) if it was expressly made to the City Commission at a public hearing where the project was considered for approval. 3. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 4. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on this Plan. 5. There shall be no access from the property to any public road except at the approved locations shown on the Land Use Plan. 6. All legal instruments related to the project, if any, including but not limited to, restrictive covenants, deeds, and conservation, utility or other easements, shall be subject to approval by the City and provided prior to the approval of this Plan. 7. All cross access, utility and drainage easements, if any, shall be subject to the review and approval by the City and provided prior to any approval of this Plan. 8. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the -City of Ocoee and other applicable authorities for law enforcement, code enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. ORLA_1056389.1 _ 11- 9. Parking shall be provided in accordance with the City of Ocoee Land Development Code. 10. The stormwater system, including all pipes, inlets, manholes and structures, and retention ponds), will be owned, operated and maintained by the Owner in accordance with all City of Ocoee and St. Johns River Water Management District Requirements. 11. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. 12. The improvements shown on the Land Use Plan are for informational purposes only. No development approvals are granted with respect to any improvements by virtue of this Land Use Plan. 13. Reclaimed water will be used for irrigation purposes, if available. 14. The Owner shall be prohibited from installing any additional ground signs on the property or increasing the size of the existing ground sign currently located on the property. 15. Within 60 days of City approval of the Land Use Plan, the Owner shall, at its sole cost and expense, modify the existing wall pack lights currently located on the property to provide any shielding or other improvements required pursuant to Section of the 6- 14(C)(2)(i) of the Land Development Code. ORLA_1056389.1 -12- 44 Fo`n• e•sto` n 647.9' WEST COLONIAL DRIVE 150' R\W EDGE OF PAVEMENT Ott■ FD BOI T in square cut N 1/4 corner (NEcorner, NWT/4)Section 28STATE ROAD #50 Township 22 S.,Ronge 28 E. N N m EDGE OF PAVEMENT w C VALLEY CURD eT o� r- 0 D T Na9'4a'00'C D 36.9T N89''0 89'32'56 W concrete aldenalk 234.03 3 FD.IR '— CAP #3989 (TYP) s sass m «,« mt(o ew,a a1 1 _� ❑ telephone t or I .� _ _�-•r_' v .,°r.� r nets I BRICK COLUMNS v lI METAL FENCE 3 r• i� oWRs o4 ❑ NI ,+- Ich h7 bcein(t}p) (� I N I Unrecorded Florde Power casement E.70• of N. 60' ' // In 61 , n 0 / 15 evoeee !ro lafortner N a Z mitred end % ( columns I aanita I do GRAPHIC SCALE opn n ul i Q '• oro-h� 9-` man O 30 0 15 30'' 60 120 PARCEL g F cn j 158.0 .4 oci aoQ� back0o ,, osp�r,4 a ^jam d9580 I25.0 °v� c 5 E O preventor Ro r o r3 F.F. - 108.0' oo ob POURED SLAB-.IST FLOOR) / () trench drain ' st,�e 143.2' (25.0' I ... d b,F° I Q _ I LEGAL DESCRIPTION: sanitary... " . 12-20 vALL I etonor.• .__. .....', . " That partof the following described proper East of Citrus Oaks Avenue as;described in Official Records 36-75 I Book 3517, Page 2126, of the Public Recc . range County, Florida. '. o+ o ° Tract 2, ORLANDO GROVES ASSOCIATE( KE LOTfA GROVES, as recorded in Plat Book E, Page 52. In of the Public Records of Orange County, Florida, less Ilse South 741.29 feet thereof. and also, less the State Road In 50 Right -of -Way, lying ill Section-28 Township 22 South, P,an 2 II 8 East, 1d PARCEL 2 i m ` . Q C, sicsst7,c7g11ovtngitaCCoflii;A,,FiGy7-�1r tEa y,�x_ < F A portion of the Northeast 114 of 111e Northwest 1/4 of Section 28, Township 22 South, Range 28 East, Orange (A= 49'S0'' I 2 z County, Florida; Also being a Pot -Lion of Tract 2, ORLANDO GROVES ASSOCIATION, LAKE LOTTA R = 345.00 U GROVES, as recorded in Plat Book E, Page 52, of the Puo(ic Records of Orange County, Florida, -being more T = 160.31' L = 30.14' particularly described ns follows: LEGEND: F.D. — FOUND — CENTER LINO I.R. — IRON ROD I.P. — IRON PIPE — CONCRE FE N.D.— NAIL & DISK QT — TELEPHONE !AANHOLE C.M. — CONCRETE MONUMENT P.C, — POINT OF CURVE — POWER POI.F P.R.C. — POINT OF REVERSE CURVE — OAK TREE F.F. — FINISH FLOOR ELEVATION (P) — PLAT B.R. — BEARING REFERENCE (M) — MEASURED U.E. — UTILITY EASEMENT (D) — DEED D.E. — DRAINAGE EASEMENT (C) — CALCULATED EDGE OF PAVEMENT Commence at the Northeast corner of the Northwest 114 of SLction 28, Township 22 South, Range 28 East, Orange \\ County, Florida; thence run South 00e 19'50" East, a distanceof 82.22 feet to a point on the Southerly Right -of -WED, edge of %toter �\ ( line of State Road 50; thence nun Sduth 89e48'00" West, slang said Right -of -Way liue, a distanceof 234.03 feet to the point of beginning; thence_depatting said Right-of-Way'line nun South 45 °35',12" West, a distance of 50.19 LAKE LOTTA feet to o point on the Easterly Right -of -Way line of Citrus Oaks Avenue (Private Street); thence North 00° 12'00" West, along said Easterly Right -of -Way line, a distance of 35.00 feet to the said Southerly Right-of-Wny tine of State Road 50; Ihence Norf6 89°48'00" East along said Southerly Right -of -Way line, a distance of 35.97 feet to the point of beginning. c Together with Den -exclusive Rights of Ingress and Egress as set forth in that certain non-exclusive easement as described in Official Records Book 3534, Page 307, Public Records of Orange County, Florida. IE Together with the lands lying West of the centerline of Michigan Avenue, as now vacated. " Less and Except those lands as set forth in that OrderofTaki.lgrecorded inOfficial RecordsBook4081,Page 3512 w and that Stipulated Final Judgment recorded in Official Recods Book 4092, Page 4297, of the Public Records of a N Orange County, Florida. u O Z SURVEY NOTES I 1. LANDS SHOWN HEREON WERE ABSTRACTED BY THE CHICAGO TITLE INSURANCE COMPANY FOR RIGHTS-OF-WA,i AND/OR EASEMENTS OF RECORD OR OWNERSHIP. COMMITMEN- If 10 1015 107 00000042. - "r If'41' ?"'11' 2. THE LAND DESCRIPTION AND EASEMENTS SHOWN HEREON ARE IN FCCORO WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO ASSUMED N89'32'56'w ALONG S. R/W OF COION1AL OR. 4. ALL DISTANCES/ANGLES ARE PER PLAT UNLESS OTHERWISE SHOWN. 5. NO UNDERGROUND IMPROVEMENTS LOCATES. BENCHMARKS REFER 73 ORANGE COUNTY OATUM. S. FLOOD ZONE: A & C. 6" CURBING AROUND PARKING LOT. 7. THE SURVEY DEPICTED HEREON IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE I I B. THE PURPOSE OF THIS SURVEY IS TO SHO'N LOCATION OF NEW IMPROVEMENTS. 9. ZONING IS C2, SETBACKS= 50' SR 50, 25' CITRUS. OAKS. SIDE 10, REAR 25 FROM 99' CONTOUR. 10. LOT CONTAINS 2.3 ACRES MORE OR LESS. I I1. THE PROPERTY DESCRIBED IN THIS SURVEY. IS ONE AND THE SAME PROPERTY AS DESCRIBED ABOVE. 17_ SUBJECT TO ANNEXATIO+4 INTO CITY OF OCOEE, ORB. 4119, PG. 19CO, 13. SUBJECT TO CONDITIONS OF DEVELOPERS AGREEMENT IN ORB. 3517, PG. 2111• AND ORB. 3517, PG. 2118. I � I headwall . { • I I,� ( I !, chain a vgl1c around retcnnon orao O ( CERTIFIED TO; WEST OAKS SQUARE, INC. ^, R = 20 .5302 ' " MODERN WOODMEN of AMERICA R = 503.53' ti T = 88.9T CHICACO TITLE INSURANCE COMPANY �o,t L = 176.12' I DEAN. MEAD, EGER TON, BLOODW'ORTH, CAPOUAND & BOZARTH,P.A. a 0° CERTIFICATE., I HEREBY CERTIFY THAT. THE TTT_E LINES AND THE LINES OF ACTUAL POSSESION ARE THE SAME AND THAT THE IMPROVEMENTS ERECTED I d•°�9'.rF I UPON THE PROPERTY AS SHOWN HEREON DO NOT ENCROACH OVER STREET OR TITLE LINES OR OVER ANY EASEMENTS OR SETBACKS LINES, OTHER THAN 'THOSE SHOWN HEREON. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AFD MAPPER THIS MAP / REPORT IS FOR INFORMATION PURPOSES ONLY AND IS NOT VALID. S89'26'46"E BY: DATE: -7 1n 36,16' GARY BURDEN `JI FLORIDA REGISTRATION 1) 3891 LB. # 5572 Conditions of Approval 1. To the extent the Land Use Plan and these Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of the Land Use Plan and these Conditions of Approval shall control. 2. This project shall comply with, adhere to, and not deviate from or otherwise conflict with any verbal or written promise or representation made by the Owner/Applicant (or authorized agent thereof} to the City Commission at any public hearing where this project was considered for approval, where such promise or representation, whether oral or written, was relied upon by the City Commission in approving the project, could have reasonably been expected to have been relied upon by the City Commission in approving the project, or could have reasonably induced or otherwise influenced the City Commission to approve the project. For purposes of this Condition of Approval, a "promise" or ;;representation" shall be deemed to have been made to the City Commission by the Owner/Applicant (or authorized agent thereof) if it was expressly made to the City Commission at a public hearing where the project was considered for approval. 3. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation and nothing herein shall be construed as such an exemption. 4. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on this Plan. 5. Where shall be no access from the property to any public road except at the approved locations shown on the Land Use Plan. 6. All legal instruments related to the project, if any, including but not limited to, restrictive covenants, deeds, and conservation, utility or other easements, shall be subject to approval by the City and provided prior to the approval of this Plan, 7, All cross access, utility and drainage easements, if any, shall be subject to the review and approval by the City and provided prior to any approval of this Plan. 8. .A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City of Ocoee and other applicable authorities for law enforcement, code enforcement, fire and other emergency services. The City may require that the owner execute an easement in 9. Parking shall be provided in accordance with the City of Ocoee's Land Development Code, Land Development Code. cc I to c ' r) W E- 'CO Cat Q co ; W i �-1 O 0 toGO a if I t O E 10. The stor€rtwater system, including all pipes, inlets, manholes and structures. and retention ponds), will be owned, operated and maintained by the Owner in accordance with all City of Ocoee and St. Johns River Water Management District Requirements. 11. The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. 12. The improvements shown on the Land Use Plan are for informational purposes only. No development approvals are granted with respect to any improvements by virtue of this Land Use Plan. 13. Reclaimed water will be used for irrigation purposes, if available. 14. The Owner shall be prohibited from installing any additional ground signs on the property or increasing the size of the existing ground sign currently located on the property, 15. Within 60 days of City approval of the Land Use Flan, the Owner shall, at its sole cost and expense, modify the existing wall pack lights currently located on the property to provide any shielding or ether improvements required pursuant to Section of the 6-14(C)(2)(i) of the Land Development Code. N uoo-% t e s Owner and Developer Dean Sant, President — Citrus Oaks Center, Inc. P.O. Box 2788, Orlando, Florida 32802-2388, 407.898.4175 Planner Laura Turner, AICP, Laura Turner Planning Services 1646 .Berkshire Avenue, Winter Park, Florida 32789 Proposed Land Uses Same uses permitted in C-2 District, except: drive-in restaurant, miniature golf course, pawn shop, equipment sales, funeral parlor, movie theater, nursing home, grocery store/supermarket, automotive repair, automotive sales, automotive service, commercial convenience, commercial convenience with gas sales, gas station, hotel/motel, hospital, bar, check cashing services, and day labor. Phasing Complete (building, parking lot, and access areas already built so no new construction) Roadway Information ell Citrus Oaks Avenue — 2 lane local road; access frorn the west State Road 50 — 4 lane arterial; right in/right out only via driveway along eastern edge of parcel Facility Services 0 Water Services — Orange County 0 Wastewater Treatment — City of Ocoee 0 Stormwater Management — Ora -site (northwest corner) 0 Recreation — N/A 0 Schools — N/A 0 Fire Protection — City of Ocoee (hydrants located at northeast corner of site as well as at the western drive to site and northeast comer Impervious Area 61.2% (based on developable acreage ,above the 99.0 foot -elevation, which is the 100-yearflood plain; Sheet C-1 of Approved Construction Plans, February 4, 1998) Open Space 38.8% (based on developable acreage above the 99.0 foot -elevation, which is the 100-year flood plain; Sheet C-1 of Approved Constructi©n Plans; February 4. 1998) :Legal Description THAT PART OF THE FOLLOWING DESCRIBED PROPERTY LYING EAST OF CITRUS OAKS AVENUE AS DESCRIBED IN OFFICIAL RECORDS BOOK 3517, PAGE 2126, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. TRACT 2, ORLANDO GROVES ASSOCIATION, LADE LOTTA GROVES, AS RECORDED IN PLAT BOOK E, PAGE 52, OF THE PUBLIC RECORDS OF GRANGE COUNTY, FLORIDA, LESS THE SOUTH 741.29 FEET THEREOF AND ALSO, LESS THE STATE ROAD 50 RIGHT OF WAY, LYING IN SECTION 28, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AND ALSO LESS THE FOLLOWING TRACT OF LAND FOR THE EAST -WEST EXPRESSWAY (RIGHT OF WAY): A PORTION OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 28 EAST; GRANGE COUNTY, FLORIDA; ALSO BEING A PORTION OF TRACT 2, ORLANDO GROVES ASSOCIATION, LAKE LOTTA GROVES, AS RECORDED IN PLAT BOOK E, PAGE 52, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, - BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COS; MENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN SOUTH 00'19'50" EAST, A DISTANCE OF 82.22 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 50; THENCE RUN SOUTH 89'48'00" WEST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 234.03 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID RIGHT OF WAY LINE RUN SOUTH 45°3512" WEST, A DISTANCE OF 50.19 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF CITRUS OAFS AVENUE (PRIVATE STREET); THENCE NORTH 00012'00" WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 35.00 FEET TO THE SAID SOUTHERLY RIGHT OF WAY LINE OF STATE ROAD 50; THENCE NORTH 89048'00" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 35.97 FEET TO THE POINT OF BEGINNING. i. TOGETHER WITH NON-EXCLUSIVE RIGHTS OF INGRESS AND EGRESS AS SET FORTH IN THAT CERTAIN NON-EXCLUSIVE EASEMENT AS DESCRIBED IN OFFICIAL RECORDS BOOK 3534, PAGE 307, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. TOGETHER WITH THE LANDS LYING WEST OF THE CENTERLINE OF i MICHIGAN AVENUE, AS NOW VACATED. LESS AND EXCEPT THOSE LANDS AS SET FORTH IN THAT ORDER OF TAKING RECORDED IN OFFICIAL RECORDS BOOK 4081, PAGE 3512 AND THAT STIPULATED FINAL JUDGMENT RECORDED IN OFFICIAL RECORDS BOOK 4092, PAGE 4297, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CNA t I U I I i D D. 2008 N _ IOF OCC�EE DRA'lNO SCALE DRAWNO NUMBER SHEET" OF ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. July Calendar OAP & Z\Divider Sheets.doc PROJECT STATUS UPDATE PROJECT NAME I PROJECT TYPE OF DATE I REVIEW I UB MITTAL I STATUS NO. SUBMITTAL RECEIVED ER NUMBER Monument Sign ABC Fine Wine & Spirits on Bluford Ave 03/05/08 BH 1st Monument Sign on Bluford Avenue APPROVED 3/7/08 Alberto Lugo-Janer Wall Sign 05/20/08 AF 1st Wall Sign APPROVED on 5-22-08 New Construction Aldi Food Store / Shoppes of West Oaks Bldg 03/05/08 AF 1st New Construction - Building DENIED on 4-01-08 New Construction Aldi Food Store / Shoppes of West Oaks Bldg 05/28/08 AF 2nd New Construction - Building APPROVED on 5-29-08 Aldi Food Store / Shoppes of West Oaks Wall Signs (4) 04/23/08 AF 1st Wall Signs (4) APPROVED on 4-28-08 Large Scale Preliminary Arden Park North LS-2007-016 Subdivision Plan 03/06/08 BH 2nd Staff comments sent on 4-16-08 Bank Atlantic Bank Atlantic Belmere Shoppes Bhatta Lot Split 3420 Big Eagle Drive Bhatta Lot Split 3420 Big Eagle Drive Big League Hair Cuts / Good Homes Plaza Booster Juice / Meadow Ridge Commercial BP Connect — 1650 E. Silver Star BP Connect — 1650 E. Silver Star BP Connect — 1650 E. Silver Star BP Connect — 1650 E. Silver Star BP Connect — 1650 E. Silver Star Small Scale Site SS-2007-004 Plan 02/21/08 BH 4th Plat 04/09/08 BH 1st Annexation & AX-06-07-09 Substantial AF & RZ-07-06-10 Change 02/19/08 MR 3rd Plat 11/19/07 AF 3rd Plat 06/13/08 Wall Sign 04/17/08 Interior Build Out 04/29/08 Wall Sign 02/29/08 Wall Sign 03/21/08 3 Frame Wall Signs 02/29/08 3 Frame Wall Signs 03/21/08 Face Change on Monument Sign 02/29/08 APPROVED by City Commission on 3-18-08 Plat APPROVED on 4-18-08 APPROVED by City Commission on 4-1-08 Plat DENIED 12-10-07 AF 4th Plat DENIED 6-26-08 AF 1st Wall Sign APPROVED on 4-24-08 BH 1st Interior Build Out APPROVED on 5-02-08 AF 1st Wall Sign DENIED on 3-17-08 AF 2nd Wall Sign APPROVED on 3-24-08 AF 1st 3 Frame Wall Signs DENIED on 3-17-08 AF 2nd 3 Frame Wall Signs APPROVED on 3-24-08 AF 1st Face Change on Monument Sign APPROVED on 3-19-08 Current Project Status2.xls/Review 7/3/2008 1 of 10 PROJECT STATUS UPDATE PROJECT DATE IREER W SUB- PROJECT NAME I I IRECE I I STATUS STYPEUBMITOTAL VEDf I UIM ER Remove & Replace Plastic BP Connect - 1650 E. Silver Star Lens Insert 03/27/08 AF 1st DENIED on 4-2-08 Remove & Replace Plastic Remove & Replace Plastic Lens Insert APPROVED on 4- BP Connect - 1650 E. Silver Star Lens Insert 04/23/08 AF 2nd 24-08 BP Connect - 10960 W. Colonial Overlay New Decal Over Existing Decal (Monument Sign) 03/27/08 AF 1st Overlay New Decal Over Overlay New Decal Over Existing Decal (Monument Sign) DENIED 4-02-08 Existing Decal Overlay New Decal Over Existing Decal (Monument Sign) BP Connect - 10960 W. Colonial (Monument Sign) 04/23/08 AF 2nd APPROVED on 4-24-08 Wall Signs/Monument Face Change/Frames Wall Signs/Monument Face Change/Frames Signs DENIED on BP Connect - 10960 W. Colonial Signs 02/29/08 AF 1st 3-17-08 Wall Signs/Monument Face Change/Frames Wall Signs/Monument Face Change/Frames Signs APPROVED BP Connect - 10960 W. Colonial Signs 03/21/08 AF 2nd on 3-24-08 BP Connect - 10960 W. Colonial Wall Sign 02/29/08 AF 1st Wall Sign DENIED on 3-17-08 BP Connect -- 10960 W. Colonial Wall Sign 03/21/08 AF 2nd Wall Sign APPROVED on 3-24-08 Annexation, Initial Zoning & Preliminary Chateau Reserve LS-2005-017 Subdivision Plan 01/22/08 AF 5th APPROVED by City Commission on 3-18-08 Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 8th Plat DENIED on 03/28/07, Current Project Status2.xls/Review 7/3/2008 2 of 10 PROJECT NAME Citrus Oaks Center Rezoning and SSCPA Citrus Oaks Center Rezoning and SSCPA Connector Road from East of Adair Street to East of Ingram Road Connector Road from East of Adair Street to East of Ingram Road Crown Point Retail Center DePaiva Annexation & Rezoning Diplomat Tower DK Nail Salon / Village Marketplace Dr. Mendro / Opus South Dunkin Donuts 11204 W. Colonial Drive Dunkin Donuts 11204 W. Colonial Drive Dunkin Donuts 11204 W. Colonial Drive Dunkin Donuts 11204 W. Colonial Drive Dunkin Donuts 11204 W. Colonial Drive Dunkin Donuts 11204 W. Colonial Drive PROJECT STATUS UPDATE PROJECT TYPE OF DATE REVIEW SUB- MITTAL SUBMITTAL RECEIVED ER STATUS NUUMBEM13ER Rezoning & RZ-08-04-04 Small Scale CPA-2008- Comp. Plan 002 Amendment 04/16/08 BH 1st Staff Comments due 5/14/08 Rezoning & RZ-08-04-04 Small Scale CPA-2008- Comp. Plan 002 Amendment 06/09/08 BH 2nd Staff Comments due 6/23/08 with LS-2007-015 review 03/27/08 AF 1st Staff Comments due 4/23/08 with LS-2007-015 review 06/24/08 AF 2nd Staff Comments due 7/07/08 P/F Subdivison Plan & P/F site LS-2008-005 Plan 06/16/08 BH 1st Staff Comments due 7/14/08 AX-03-08-12 Annexation & RZ-08-03-02 Rezoning 03/03/08 MR 1st Scheduled for P & Z on 5-13-08 LS-2007-024 LSP/FSP 03/05/08 AF 2nd Staff comments sent on 4-8-08 Wall Sign 03/20/08 RW 1st Wall Sign APPROVED on 3-24-08 Interior Alteration 07/02/08 AF 1st Interior Alteration Sign & Fagade 11/20/07 BH 2nd Sign & Fagade DENIED on 12-12-07 Interior & Exterior Alteration 04/23/08 BH 1 st Interior & Exterior Alteration APPROVED on 4-24-08 Wall Sign Front Elevation 06/03/08 BH 1st Wall Sign Front Elevation APPROVED on 6-06-08 Face Replacement on Pylon 06/03/08 BH 1st Face Replacement on Pylon APPROVED on 6-06-08 Wall Sign Side Elevation 06/03/08 BH 1st Wall Sign Side Elevation APPROVED on 6-06-08 Ceiling Mounted Window Sign 06/03/08 BH 1st Ceiling Mounted Window Sign APPROVED on 6-06-08 Current Project Status2.xls/Review 7/3/2008 3 of 10 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- MITTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER Dunkin Donuts Menu Board / 11204 W. Colonial Drive Speakers 06/03/08 BH 1st Menu Board / Speakers APPROVED on 6-06-08 Dunkin Donuts 11204 W. Colonial Drive Directory Sign 06/03/08 BH 1st Directory Sign APPROVED on 6-06-08 Awning Front Dunkin Donuts Elevation Non 11204 W. Colonial Drive Illuminated 06/03/08 BH 1st Awning Fron Elevation Non Illuminated APPROVED 6-6-08 Dunkin Donuts Awning Drive 11204 W. Colonial Drive Thru 06/03/08 BH 1st Awning Drive Thru APPROVED on 6-06-08 Awning Side Dunkin Donuts Elevation 11204 W. Colonial Drive Illuminated 06/03/08 BH 1st Awning Side Elevation Illuminated APPROVED on 6-06-08 Awning Side Dunkin Donuts Elevation Non 11204 W. Colonial Drive Illuminated 06/03/08 BH 1st Awning Side Elevation Non Illuminated APPROVED 6-06-08 Eagle Creek of Ocoee Rezoning RZ-06-08-05 Rezoning 03/24/08 BH 3rd Staff Comments due 4/24/08 Eagles Landing Phase I Plat 05/12/08 AF 3rd Plat APPROVED on 6-02-08 Eagles Landing Phase II Plat 08/31/07 AF 1st Plat DENIED on 10/10/07 Eagles Landing_ Phase III Plat 08/31/07 AF 1st Plat DENIED on 10/10/07 Annex, Rez & East Crown Industrial AX-07-07-10 CPA 02/25/08 MR 2nd Staff comments sent out on 4/3/08 Small Scale Site Fifth Third Bank (at Fountains West) SS-2007-007 Plan 04/17/08 AF 3rd Staff comments due 5/15/08 Fifth Third Bank (at Meadow Ridge Commercial) Wall Sign (A) 03/18/08 BH 1st Wall Sign (A) APPROVED on 3-24-08 Fifth Third Bank (at Meadow Ridge Commercial)_ Wall Sign (B) 03/18/08 BH 1st Wall Sign (B) APPROVED on 3-24-08 First Class Cleaners / Fountains West Wall Sign 05/09/08 BH 1st Wall Sign DENIED on 5-12-08 First Class Cleaners / Fountains West Wall Sig_ n 05/22/08 BH 2nd Wall Sig_ n APPROVED on 5-27-08 Double Faced Florida Auto Auction Monument Sign 06/19/08 BH 1st Double Faced Monument Sign APPROVED on 6-23-08 Amendment to Preliminary/Final Foote Property_ SS-2005-003 Subdivision Plan 10/18/07 BH 1st Scheduled for City Commission on 5-6-08 Re -Roof Metal Foundation of Lights — Town of Ocoee Roof 04/16/08 BH 1 st Re -Roof Metal Roof APPROVED on 4-18-08 Current Project Status2.As/Review 7/3/2008 4 of 10 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW I SUB- MITTAL STATUS 1 NO. SUBMITTAL RECEIVED ER 1 NUMBER I Fountains at Highland Park LS-2007-023 RX/LUP/PSP 04/07/08 AF 2nd Staff comments due 5/05/08 Fountains at Highland Park LS-2007-023 RX/LUP/PSP 05/30/08 AF 3rd Staff comments due 6/30/08 Fountains West Revisions to 301 West Road LS-2006-009 P/FSP 01/29/08 AF 2nd APPROVED on 3-11-08 Fountains West Plat 04/18/08 AF 2nd Plat DENIED on 4-30-08 Fountains West Plat 06/18/08 AF 3rd Plat APPROVED on 6-24-08 Freeman Commerce Center LS-2008-001 Final Site Plan 01/23/08 AF 1st Staff comments sent out on 2/21/08 Preliminary/Final F/X Warehouse Complex LS-2007-022 Site Plan 11/27/07 BH 1st Staff comments sent out on 1/22/08 Glad Tidings Church LS-2007-018 Expansion 02/20/08 AF 2nd Staff comments sent out on 4-1-08 Hair Cuttery / Fountains West Wall Sign 05/14/08 AF 1st Wall Sign APPROVED on 5-15-08 Hair Cuttery / Fountains West Interior Build Out 05/14/08 AF 1st Interior Build Out APPROVED on 5-15-08 Large Scale Site Hampton Inn LS-2007-017 Plan 02/11/08 BH 2nd Staff comments sent out on 3-24-08 Large Scale Site Hampton Inn LS-2007-017 Plan 06/05/08 BH 4th Staff comments due 7/07108 Construction Hampton Inn Bldg 02/26/08 BH 1st New Construction - Building DENIED on 3-19-08 Construction Hampton Inn Bldg 05/28/08 BH 2nd New Construction - Building APPROVED on 6-02-08 Health Central Medical Office Building LS-2008-002 LSP/FSP 01/29/08 AF 1st Staff comments sent out on 3-6-08 Health Central Medical Office Building LS-2008-002 LSP/FSP 04/30/08 AF 2nd Staff comments due 5/28/08 Cabinet Wall Sign & Face Change on Cabinet Wall Sign & Face Change on Pylon Sign DENIED Highpoint Church / Ocoee Commerce Ctr Pylon Sign 04/02/08 BH 1st 4/4/08 Temp Construction Highpoint Church / Ocoee Commerce Ctr Sign 04/17/08 BH 1st Temp Construction Sign APPROVED on 4-18-08 Revisions to Ingram Estates LS-2005-001 FSP 04/22/08 AF 1st FFE Revisions Revisions to Ingram Estates LS-2005-001 FSP 06/17/08 AF 2nd Staff Comments due 6/30/08 Just For Brakes Building Plans 08/28/07 BH 1st Wall Sign DENIED 8/28/07 Just For Brakes Building Plans 10/03/07 MR 1st Canopy DENIED on 1-02-08 Current Project Status2.xls/Review 7/3/2008 5 of 10 PROJECT STATUS UPDATE PROJECT TYPE OF DATE REVIEW SUB- PROJECT NAME MITTAL NO. SUBMITTAL, RECEIVED ER NUMBER Prelim/Final Subdivision Plan Lake Butler Professional Campus Lakewood Estates Lakewood Manor fka Lakewood Estates Lauren Beth Avenue STATUS LS-07-019 & Prelim/Final 01/25/08 BH 1st APPROVED by City Commission on 4-1-08 Plat Review 03/28/08 BH 1st Plat Review DENIED on 4-07-08 Plat Review 06/04/08 BH 2nd Plat Review DENIED on 6-13-08 Plat 03/12/08 MR 1st Conceptual Plat DENIED on 3-27-08 Magic Nails / Maguire Shoppes at Meadow Ridge Interior Alteration- 06/06/08 BH 1st Interior Alteration APPROVED on 6-06-08 Maguire Shoppes at Meadow Ridge - - Commercial Plat 03/21/08 BH 3rd Plat APPROVED on 3-24-08 Wall Sign Non - Mail & Ship / Marion Park Illuminated 06/19/08 BH 1st Wall Sign Non -Illuminated DENIED on 6-19-08 Concrete Slab Handicap Marion Park Parking 03/17/08 BH 2nd Concrete Slab Handicap Parking_ APPROVED 3-17-08 Large Scale Site Marshall Farms Business Center LS-2008-004 Plan 03/24/08 AF 1st Staff Comments due 4/24/08 Revisions to Final Subdivision McCormick Woods Phase 1 & 2 LS-2001-002 Plan 08/23/90 BH 1st APPROVED on 4-2-08 McCormick Woods Phase II Plat 03/04/08 AF 1st Plat DENIED on 3-10-08 McCormick Woods Phase II Plat 05/01/08 AF 2nd Plat APPROVED on 5-15-08 Meadow Ridge Commercial Plat 09/25/07 BH 1st Plat DENIED on 10-22-07 Meadow Ridge Commercial Maguire Road, Bldg. D Building Plans 06/27/07 BH 2nd New Shell Building DENIED on 5/30/07. Meadow Ridge Commercial Maguire Road, Bldg_. D Building_ Plans 05/13/08 BH 3rd New Shell Building APPROVED on 5-14-08 Milton Groves Plat 04/16/08 AF 3rd Replat of lot 78 APPROVED on 5-05-08 Modern Nail Spa / Fountains West Interior Alteration 03/04/08 RW 1st Interior Alteration APPROVED on 3-05-08 Current Project Status 2.As/Review 7/3/2008 6 of 10 PROJECT STATUS UPDATE PROJECT NAME PROJECT TYPE OF DATE REVIEW SUB- M�TTAL STATUS NO. SUBMITTAL RECEIVED ER NUMBER NYC Dance / Plantation Groves Interior Alteration 05/29/08 AF 1st Interior Alteration APPROVED on 6-02-08 Large Scale Final Subdivision Oak Trail Reserve PUD LS-2007-010 Plan 04/14/08 AF 3rd Staff comments due 5/12/08 Small Scale Site Oaks Commerce Center SS-2007-005 Plan 04/07/08 BH 3rd Staff comments due 5/05/08 Small Scale Site Ocoee Car Wash SS-2007-006 Plan 03/24/08 BH 2nd Staff comments due 4/24/08 Carwash Tunnel & Equipment Ocoee Car Wash Room 05/29/08 BH 1st Carwash Tunnel & Equipment Room DENIED on 6-04-08 Carwash Tunnel & Equipment Ocoee Car Wash Room 06/06/08 BH 2nd Carwash Tunnel & Equipment Room APPROVED on 6-06-08 Small Scale Site Ocoee Oaks United Methodist Church Addition SS-2008-001 Plan 05/19/08 BH 1st Staff comments due to Coordinator 6/16/08 Ocoee Pines Final Subdivision Plans LS-2007-015 FSP 03/27/08 AF 2nd Staff comments due 4/25/08 Telecom- t Ocoee Radio Tower Facility Ocoee Relief Middle School Ocoee Relief Middle School O'Donnell Automotive / Grace Park Pediatric Associates / Meadow Ridge Commercial Pizza Hut / Fountains West Plantation Groves Positanos / Good Homes Plaza Positanos / Good Homes Plaza i Ocoee Radio Tower Facility Ocoee Relief Middle School Ocoee Relief Middle School O'Donnell Automotive / Grace Park Pediatric Associates / Meadow Ridge Commercial Pizza Hut / Fountains West Plantation Groves Positanos / Good Homes Plaza Positanos / Good Homes Plaza unica ons Tower & Telecommunications Tower & Facility APPROVED on 4- Facility 04/17/08 AF 1st 28-08 Special 1-08-SE-013 Exception 01/23/08 MR 1st APPROVED on 3-4-08 Courtesy Site Review 04/10/08 BH 3rd Staff comments sent out on 4-24-08 Metal Shed 06/24/08 AF 1st Metal Shed Interior Build Out 04/25/08 BH 1st Interior Build Out APPROVED on 4-28-08 Interior Alteration 06/02/08 BH 1st Interior Alteration APPROVED on 6-05-08 Interior Renovation 04/07/08 RW 1st Interior Renovation APPROVED on 4-08-08 2 Wall Signs 06/05/08 AF 1st 2 Wall Signs DENIED 6/13/08 2 Wall Signs 06/19/08 AF 2nd 2 Wall Siqns APPROVED on 6-24-08 Current Project Status2.xls/Review 7/3/2008 7 of 10 Current Project Status2.xls/Review 7/3/2008 7 of 10 PROJECT STATUS UPDATE PROJECT TYPE OF DATE REVIEW SUB- PROJECT NAME NO. SUBMITTAL RECEIVED ER MITTAL NUMBER Prairie Lake Reserve PUD Prestige Academy Prestige Gunite - Ocoee Professional Parkway Town Center Publix-Liquors 1720 E. Silver Star Road Publix - 301 West Road Publix - 301 West Road Publix - 301 West Road Publix - 301 West Road Publix - 301 West Road Reserve at Meadow Lake (fka Prairie Lake - Tract A) Reserve at Meadow Lake (fka Prairie Lake - Tract A) Shoppes at West Oaks Shoppes at West Oaks Smith ROW Vacation Starke Lake Baptist Church Starke Lake Baptist Church State Farm / Albertson's Shopping Center STATUS Revisions to Final Subdivision LS-2004-026 Plan 02/12/08 AF 1st APPROVED on 3-12-08 03-08-SE- Special 015 Exception 04/21/08 BH 1st Staff comments due 5/19/08 LS-2007-012 Final Site Plan 09/20/07 BH 2nd Staff comments sent out on 11/05/07 Rezoning to RZ-08-03-03 PUD 03/11/08 AF 1st Staff comments due after Traffic Study has been completec 1 Wall Sign, 1 Under Canopy Sign 06/05/08 AF 1st 1 Wall Sign, 1 Under Canopy Sign APPROVED on 6-11-08 "Publix" Wall Sign 04/01/08 AF 1st "Publix" Wall Sign APPROVED on 4-03-08 "Presto" Wall Sign 04/01/08 AF 1st "Presto" Wall Sign APPROVED on 4-03-08 "Entry" Wall Sign 04/01/08 AF 1st "Entry" Wall Sign APPROVED on 4-03-08 "Exit" Wall Sign 04/01/08 AF 1st "Exit" Wall Sign APPROVED on 4-03-08 "Food & Pharmacy" Wall Sign 04/01/08 AF 1st "Food & Pharmacy" Wall Sign APPROVED on 4-03-08 Revisions to LS-2006-001 FSP 04/08/08 BH 1st APPROVED but waiting on SJRWM approval letter Community Pool 04/17/08 BH Large Scale Site LS-2007-013 Plan 02/19/08 AF Large Scale Site LS-2007-013 Plan 06/17/08 AF VAC_-08-013 Vacation 04/02/08 MR Adding HC Parking Spaces 04/24/08 BH Adding HC Parking Spaces 05/15/08 BH Wall Sign 04/01/08 BH 1st APPROVED on 4-18-08 4th APPROVED by City Commission on 4-15-08 7th Quick Review to verify Corrections - due 6/30/08 1 st Vacation of Easement . 1st Adding HC Parking Spaces DENIED on 4-24-08 2nd Adding HC Parking Spaces APPROVED on 5-15-08 2nd Wall Sign APPROVED 4/4/08 Current Project Status2.xls/Review 7/3/2008 8 of 10 PROJECT STATUS UPDATE PROJECT NAME ( PROJECT I IRECEIVEDI DATEBEER W I TTALI STATUS STYPEUBMITOTAL NMIUMBER Temp Lease Studio 50 / Orange Tree Plaza Sign 06/11/08 BH 1st Temp Lease Sign DENIED on 6-16-08 Temp Lease Studio 50 / Orange Tree Plaza Sign 06/30/08 BH 2nd Temp Lease Sign Subway / Fountains West Interior Build Out 04/29/08 AF 1st Interior Build Out APPROVED on 4-30-08 Subway / Fountains West Wall Sign 05/09/08 AF 1st Wall Sign APPROVED on 5-12-08 Suntrust Bank Small Scale Site Fountains West PUD, Lot 1 SS-2007-003 Plan 11/05/07 AF 2nd Staff comments sent out on 12/06/07 Suntrust Bank Small Scale Site Fountains West PUD, Lot 1 SS-2007-003 Plan 06/05/08 AF 3rd Staff comments due 7/07/08 New Suntrust Bank Construction Fountains West 2605 Ocoee Apopka Road Bldg 04/07/08 AF 1st New Construction Bldg APPROVED on 4-14-08 Landscaping Texas Roadhouse -- Landscaping Reveisions SS-2007-001 Revision 03/19/08 BH 1st APPROVED on 3-24-08 Thomas Landing at Lake Meadow Plat Review 06/23/08 BH 1st Plat review Large Scale Site Value Place Hotel LS-2007-020 Plan 10/12/07 AF 1st Staff comments sent on 12/4/07 Vertical Fitness / Maguire Crossing Wall Sign 05/07/08 RW 1st Wall sign APPROVED 5/07/08 Villa Roma Final Subdivision Plan LS-2008-003 LSSP 03/24/08 AF 1 st Staff comments due 4/24/08 Revisions to Final Subdivision Villages of Wesmere "Townhomes" LS-2005-006 Plan 03/11/08 BH 2nd APPROVED on 4-2-08 Revisions to Final Subdivision Villages of Wesmere "Townhomes" LS-2005-006 Plan 04/21/08 BH 2nd Staff Comments due 5-5-08 Villages of Wesmere Phase II Plat 01/29/08 BH 1st Plat DENIED on 2-14-08 Wayne Automatic - West Orange Industrial Re -Roof Metal 04/14/08 BH 1st Re -Roof Metal Roof APPROVED on 4-15-08 West 50 Commercial Subdivision Plat 08/15/07 BH 2nd Plat DENIED on 09/10/07. AX-05-08-25 West Colonial Parcel (Walia) LS-07-021 AX & PSP 02/01/08 BH 4th Staff comments sent out on 3-10-08 AX-05-08-25 West Colonial Parcel (Walia) LS-07-021 AX & PSP 06/12/08 BH 5th Staff comments due 7/14/08 Current Project Status2.xls/Review 7/3/2008 9of10 PROJECT STATUS UPDATE PROJECT NAME I PROJECT I IRECE I REVIEW W I SUB- I STATUS STYPEUBMITOTAL VEDDATE uITTAL Revision -Name West Orange Autos fka Crosslander Change 04/01/08 AF 1st APPROVED on 4-1-08 Illuminated Wall West Orange Industrial Park / UPS Sign 03/27/08 BH 1st Illuminated Wall Sign APPROVED ON 3-28-08 Free Standing West Orange Industrial Park / UPS Directional Sign 03/27/08 BH 1 st Free Standing Directional Sign APPROVED on 3-28-08 West Orange Industrial Park / UPS Wall Sign 03/27/08 BH 1st Wall Sign APPROVED on 3-28-08 Small Scale Site West Orange Orthopedics Medical Office SS-2005-013 Plan 05/07/08 BH 4th Staff Commentd due 6/03/08 West Orange Orthopedics Medical Office New Building 06/03/08 BH 1st New Building_ APPROVED on 6-06-08 VAC-2008- West Road Right -of -Way Vacation Request 015 Vacation 05/19/08 AF 1st Staff Comments due to Coordinator 6/16/08 Interior Worsham Renovation 06/02/08 AF 1st Interior Renovation APPROVED on 6-04-08 Current Project Status2.xls/Review 7/3/2008 10 of 10 6 IN 20 27 Mole Tile Wed Thit 1 City Commission 2 Human Relations 3 7:15 p.m. Diversity Roared a Comm. Chambers 7 p.m, Comm. Chambers Fri Sclt 4 Independence Uay 5 ¢ City Ilall Closed 7 Nchool Advisory 8 Planning & zoning 9 Charter Review 10 CACOFI) 11 12 Board Board Commission 7 p.m. 7 p.m. 7 p.m. 6:30 p.m. Fire Station One Comm. Chambers Comm. Chambers a Comm. Chambers Town Meeting with 7/15 Agenda Items 7/15 Staff Reports Rep, Nelson 6 p.m. Due to City Cleric Due to City Mgr. 7/15 Agenda Published a, Comm. Chambers 14 Parks & Rec. 15 City Commission 16 17 18 Advisory Board 7.15 p.m. 7:30 p.m. @ Comm. Chambers a Tom Ison Center 1 22 Code r.nforcement 24 c/Nc i) 25 Board irpf 'i l fdllorify la,rt4 t p.m. 7 p.m. 10 a Comm. Chambers @ Comm. Chambers a Comm. Chambers Community Grant Review Board 7 p.m. a, Comm. Chambers 28 9 30 Charter Review 31 Commission 6:30 p.m. a Comm. Chambers 8/05 Agenda Items 8/05 Staff Reports Due to City Cleric Due to City Mgr. 8/05 Agenda Published m m *0