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HomeMy WebLinkAbout10-11-2005 Agenda Packetr Pnter Of Goo,? r . Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) AGENDA Tuesday, October 11, 2005 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Regular Meeting held August 9, 2005 III. OLD BUSINESS None IV. NEW BUSINESS A. Wekiva Comprehensive Plan Amendment 1. Required by the Wekiva Parkway and Protection Act in Accordance with Part III of Chapter 369, Florida Statutes. B. Foote Residential Property 1. Preliminary/Final Subdivision Plan C. Prairie Lake Reserve 1. Final Subdivision Plan V. MISCELLANEOUS A. Project Status Report B. October Calendar VI. ADJOURNMENT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 7:00 PM (PUBLIC HEARING) (PUBLIC HEARING) 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. O:\P & ZWgendas\2005\October 11, 2005 P & Z Agenda.doc 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 ll. A. Minutes of the Planning and Zoning Commission Meeting held on August 9, 2005 DRAFT THE MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, AUGUST 9, 2005 CALL TO ORDER Vice -Chairman McKey called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Vice -Chairman McKey, Members Campbell, Keller, Morris, Rhodus, Sills, and West. Also present were City Attorney Storey, Community Development Director Wagner, Planning Manager Armstrong, Senior Planner Fabre and Deputy City Clerk Brasher. ABSENT: Members Golden and Riffe, who were excused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, May 10, 2005. Member Rhodus, seconded by Member Campbell, moved to accept the Consent Agenda as presented. Motion carried 7-0. NEW BUSINESS TBCOM PROPERTIES — SPECIAL EXCEPTION Senior Planner Fabre presented the staff report for the Special Exception for the TBCOM Properties. The subject property is ± 22 of an acre, located on the north and west side of Silver Star Road, approximately 700 feet west of the intersection with Ocoee Apopka Road. The subject property is an abandoned warehouse/storage facility. TBCOM Properties, OOC has proposed a telecommunications wireless facility utilizing a 165 feet high monopole with a five (5) feet high lightning rod. The applicant is also proposing flush -mounted antennas, which are less intrusive than conventional antennas, and has proposed a limit of 24 mounted antennas. The Future Land Use classification for this entire property is "Commercial"; current zoning classification is Community Commercial (C-2). The proposed Special Exception location under Section 5-19 is consistent with the Future Land Use Element of the Ocoee Comprehensive Plan. The City adopted Map 5- 19 "Telecommunications Service Facilities Location Map", which is used for permitting the location and types of telecommunications service facilities within three (3) areas (Areas One, Two, and Three). Area Three is the least restrictive of the designated Planning and Zoning Commission Regular Meeting August 9, 2005 DIUFT telecommunications areas, which allows for monopole type antennas with a maximum height of 200 feet. Special Exceptions are defined in Subsection 2-4.0 (282) of the City of Ocoee Land Development Code (LDC) as: A Special Exception is 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, moral, order, comfort, convenience, appearance, prosperity, or general welfare, such used would be appropriate. In accordance with Section 4-8 and 5-19 of the Ocoee LDC, Staff must also consider the proposed use in relation to the compatibility with surrounds land uses. Additionally, Staff must also evaluate and consider the new telecommunications service facilities in order to promote, protect, and improve the public health, safety, general welfare, and aesthetics of the community by addressing their significant aesthetic and safety impacts. The proposed Site Plan shows the required landscape buffers, landscaping, and setback requirements. Access to the site would be via a dedicated 20 feet wide access and utility easement. The fence surrounding the facility would be six (6) feet high decorative metal painted black to properly screen the telecommunications equipment. Staff conducted an analysis to ensure land use compatibility, appearance and visual impact of the proposed telecommunications service facility and has concluded that the proposed telecommunications service facility would have a minimal visual impact to its surroundings. In consideration of the close proximity of the office warehouse building to the south, the Applicant has agreed to an Indemnification and Hold Harmless Agreement. The monopole tower has been engineered to collapse within a 45 feet radius. This would ensure that if the monopole tower would fall, it would collapse totally within its site boundary. The Applicant has met the proposed requirements for the Special Exception petition as shown in the "Final Site Plan for Special Exception for TBCOM Properties, OOC" as date stamped July 1, 2005. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION On August 2, 2005, the Development Review Committee (DRC) reviewed the "Final Site Plan for Special Exception for TBCOM Properties, LLC" as date stamped July 1, 2 Planning and Zoning Commission Regular Meeting August 9, 2005 DRAFT 2005. There were several technical issued to be addressed from the City Attorney, Planning, and Engineering that were identified in written staff comments and presented verbally. All of the issued were discussed and a few minor changes to the Plan were agreed upon. It should be noted that the Ocoee Fire Department expressed interest in co -locating their emergency back-up VHF system on the proposed monopole facility. The Applicant has agreed to this request; thus, an agreement between the Applicant and the City of Ocoee Fire Department would be forthcoming to handle any potential issues that may arise in the future. When the discussion was finished, the DRC voted unanimously to recommend approval of the Special Exception, subject to the developer making changes specified in the reports and discussions at the DRC meeting. Since the Site Plan is considered small-scale, the changes would be handled administratively and incorporated into the City Commission packet prior to final action. STAFF RECOMMENDATION Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Special Exception for construction of the TBCOM Telecommunications Service Facility utilizing a monopole tower located in Area Three district of the Telecommunications Service Facilities Location Map, subject to making all corrections to the Site Plan prior to City Commission action. COMMENTS Vice -Chairman McKey asked how the tower collapses in the 45 feet radius. Mike Burkhead, engineer for TBCOM Properties, stated the tower is designed to collapse in the 45 feet radius. Discussion ensued regarding towers restrictions. The Public Hearing was opened. As no one wished to speak, the Public Hearing was closed. Member Campbell, seconded by Member Keller, moved to recommend approval of the Special Exception for construction of the TBCOM Telecommunications Service Facility utilizing a monopole tower located in Area Three district of the Telecommunications Service Facilities Location Map subject to making all corrections to the Site Plan prior to City Commission action Motion carried 7-0 PLANTATION GROVE, PHASE 3, LOT 2 — FINAL SITE PLAN Planning Manger Armstrong presented the staff report for the Plantation Grove, Phase 3, Lot 2, Final Site Plan. The Plantation Grove commercial subdivision is 3 Planning and Zoning Commission Regular Meeting August 9, 2005 DUFT located on the northeast corner of Maguire Road and Moore Road. Phase 3, Lot 2 is located south of the Publix Shopping Center, east of the Hess gas station. The subject property comprises of a single lot totaling of ±7.94 acres, which is zoned Commercial Planned Unit Development (PUD) and designated as Commercial on the Future Land Use Map (FLUM). Staff has determined that the proposal is consistent with the approved PUD plan, the Preliminary Subdivision Plan and the Final Subdivision Plan for Plantation Grove. Conditions of Approval affecting this portion of the site in the original PUD have been incorporated into the plans. This includes the developer paying to the City their share of the cost of improvements to Moore Road in the amount of $135,031. In accordance with Condition of Approval #12, this payment is required to be received prior to building permits being issued for Phase 3. The site is undeveloped and two existing retention ponds are located on the subject property parallel to Moore Road and would be relocated to a master stormwater pond on the east side of the property during site construction. Publix supermarket is located north of the subject property, Hess gas station is to the west, Moore Road is located south of the property, and vacant land is located east of the property. Phase 3, Lot 2 is proposed to be developed with commercial used in four (4) phases. Phase 1 is proposed to include a 21,520 square foot general business building with ±13 tenant spaces; Phase 2 is proposed to include a 3,820 square foot AmSouth Bank, with five (5) drive-thru lanes; Phase 3 is proposed to include a 6,000 square foot high -quality restaurant; and Phase 4 is proposed to include a 8,000 square foot building which would function as either a restaurant, retail or daycare use. The out parcels would not be sold fee -simple, but would be leased. Access to the property would be provided from Moore Road, with a single lane entering the project and two (2) lanes exiting the project. There would be an access provided through the subject property to Maguire Road to the west and to the Publix shopping center to the north. Three (3) waivers from the Land Development Code were approved by the City Commission when the Large Scale Preliminary Site Plan was approved on May 3, 2005. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION The Development Review Committee (DRC) met on August 2, 2005, and reviewed the Large Scale Final Site Plan. Staff discussed with the Applicant the outstanding comments from Foley & Larder, LLP, the Engineering Department, and the Planning Division, which were identified in written form to the committee and the applicant. The Applicant agreed to make all of the recommended changes requested by Staff. 4 Planning and Zoning Commission Regular Meeting August 9, 2005 DUFT The DRC voted 6-1 to recommend approval of the Large Scale Final Site Plan, subject to the developer making changes on the plans based on written comments raised at DRC prior to the City Commission Meeting scheduled for September 6, 2005. STAFF RECOMMENDATION Based on the recommendation of DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Large Scale Preliminary Site Plan for Plantation Grove, Phase 3, Lot 2, as date stamped by the City on August 3, 2005, subject to the Developer making changes to the plans based on Staff comments raised at DRC prior to the City Commission Meeting. COMMENTS Member Keller asked why 200 foot of water main pipe was being removed from this project. Dan Armstrong, representing Avid Engineering, said there was a misunderstanding/miscommunication with regards to the utilities and this issue would be resolved. Vice -Chairman McKey said he was glad to see there would be three Live Oak trees planted on the proposed site. City Attorney Storey stated that the Site Plan is not consistent with the current Plat and the property would need to be re -plated and the approval of this project should be subject to the re -plat. Member West, seconded by Member Keller, moved to recommend approval of the Plantation Grove Phase 3 Lot 2 Large Scale Final Site Plan as date stamped received by the City on Auqust 3 2005 subject to the re -plat and to the Developer makinq changes to the plans based on Staff comments raised at DRC prior to the City Commission Meeting. Motion carried 7-0 MISCELLANEOUS Community Development Director Wagner stated a copy of the Ten Principles for Smart Growth on the Suburban Fringe was included in the packet for informational purposes. Discussion ensued regarding new projects coming to Ocoee and traffic concerns in the area of the new high school. ADJOURNMENT The meeting adjourned at 7:40 p.m. Planning and Zoning Commission Regular Meeting August 9, 2005 Attest: Brenda Brasher, Deputy City Clerk APPROVED: DRAFT Robert McKey, Vice- Chairman ITEM NUMBER IV. A Wekiva Comprehensive Plan Amendment Public Hearing Mayor S. Scott Vandergrift City Manage_ Robert Frank STAFF REPORT To: Planning & Zoning Commission From: Terry L. James, AICP Principal Planner Through: Russ Wagner, AICP Community DevelopmenR erector Date: October 3, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 Subject: Wekiva Study Area Proposed Amendments to the Comprehensive Plan ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency, recommend the transmittal of the proposed Wekiva Study Area Comprehensive Plan Amendments to implement the requirements with the passage of the Chapter 369, Florida Statutes, known as the "Wekiva Parkway and Protection Act"? BACKGROUND: The Wekiva Parkway and Protection Act (Part III of Chapter 369, Florida Statutes) was signed into law on June 29, 2004 authorizing building of the Wekiva Parkway and providing protection to the Wekiva River system. This Act defined two areas of concern for the Wekiva River and its associated springs. These areas are the Wekiva River Protection Area and the larger Wekiva Study Area (WSA), and are identified in Figure 1: City of Ocoee Location in Reference to the Wekiva Study Area and the Wekiva River Protection Area. The City of Ocoee is located within the WSA as defined in ss. 369.316, Florida Statutes (F.S.), but not within the Wekiva River Protection Area. A portion of the City south of State Road 50/Colonial Drive and east of County Road 439/Maguire Road is not located within the WSA, and as such, will not be subject the amendments required by the Wekiva Parkway and Protection Act. The portions of the City and the Joint Planning Area (JPA) within the WSA are shown as follows: The extension of State Road 429/Western Beltway from Apopka to Interstate 4 near Sanford known as the "Wekiva Parkway" is not within the City Limits; therefore, the City is not subject to the interchange planning requirements contained in ss. 369.317, F.S. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us The Department of Community Affairs has authored a guide known as the "Guidelines for Preparing Comprehensive Plan Amendments for the Wekiva Study Area Pursuant to the Wekiva Parkway and Protection Act" (DCA Guidelines). The City has used the DCA Guidelines, Chapter 369, F.S., and other source materials to prepare the "Data and Analysis" and the proposed amendments to the City of Ocoee Comprehensive Plan. In addition to these required amendments, two additional studies are required in the Wekiva Parkway and Protection Act for the City of Ocoee. These are: a Master Stormwater Management Plan and a Wastewater Facility Plan. After completion of these two studies the Comprehensive Plan will need to be updated with additional amendments. These proposed amendments are not subject to the twice per year limitation on comprehensive plan amendments, and must be adopted by January 2006. The implementing land development regulations must be adopted by January 2007. DISCUSSION: For additional discussion, see the "Data & Analysis" section that precedes the proposed Comprehensive Plan Amendments. STAFF RECOMMENDATION: Based on the analysis contained in the Data & Analysis section of the proposed Wekiva Study Area Comprehensive Plan Amendments, Staff recommends the Planning & Zoning Commission, acting as the Local Planning Agency, recommend to the Mayor and City Commissioners the transmittal of the proposed amendments. Attachments: "Wekiva Parkway and Protection Act" (Chapter 369, Florida Statutes) Proposed Comprehensive Plan Amendments for Local Governments within the Wekiva Study Area as defined by the Wekiva Parkway and Protection Act (dated 1015105): I. Data & Analysis, Goals, and II. Objectives & Policies Section. O:\Staff Reports\2005\SR05045_TJ_WekivaStudyArea_ Amendments P&Z.doc PART III WEKIVA PARKWAY AND PROTECTION ACT 369.314 Short title. 369.315 Intent. 369.316 Wekiva Study Area. 369.317 Wekiva Parkway. 369.318 Studies. 369.319 Master stormwater management plan. 369.320 Wastewater facility plan. 369.321 Comprehensive plan amendments. 369.322 Coordination of land use and water supply within the Wekiva Study Area. 369.323 Compliance. 369.324 Wekiva River Basin Commission. 369.314 Short title. --This act may be cited as the "Wekiva Parkway Protection Act." History.--s. 1, ch. 2004-384. 369.315 Intent.-- (1) The Legislature finds that, in general, Florida springs whether found in urban or rural settings, public parks, or private lands, are threatened by actual and potential flow reductions and declining water quality. As a result of climate patterns and population changes, over the past 30 years, many of Florida's springs have begun to exhibit signals of distress, including increasing nutrient loading and lowered water flow. The groundwater that feeds springs is recharged by seepage from the surface and through direct conduits such as sinkholes. (2) The Legislature further finds that springs and groundwater once damaged by overuse can be restored through good stewardship, including effective planning strategies and best management practices to preserve and protect the spring and its springshed. Prudent land use planning decisions can protect and improve quality and quantity, as well as upland resources of a springshed. Managing land use types and their allowable densities and intensities of development, followed by specific site planning to further minimize impacts, rank as an important goal. (3) It is the intent of the Legislature that the recommendations of the Wekiva River Basin Coordinating Committee as stated in its final report dated March 16, 2004, be taken and implemented as a whole to achieve the objective of improving and assuring protection of surface water and groundwater resources. Coordination of comprehensive plans and the Regional Water Supply Plan is important for protection of water resources and to promote the continuity of effective planning and development. (4) It is not the intent of the Legislature to place an undue burden on local governments within the Wekiva Study Area. Any required Wekiva Study Area comprehensive plan amendments may be adopted in conjunction with other amendments not required by this part. File: O:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 1 of 9 History.--s. 1, ch. 2004-384. 369.316 Wekiva Study Area. --The Wekiva Study Area is defined to include the following land: Begin at the northwest corner of Section 6, Township 18 South, Range 28 East, Lake County, Florida, said corner lying on the north line of Township 18 South; thence Easterly along said north line of Township 18 South to the northeast corner of Section 5, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 5 to the northeast corner of Section 8, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 8 to the northeast corner of Section 17, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 17 to the northeast corner of Section 20, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 20 to the northeast corner of Section 29, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 29 to the northeast corner of Section 32, Township 18 South, Range 29 East; thence Southerly along the east line of said Section 32 to the southeast corner thereof, said corner lying on the south line of Township 18 South; thence Easterly along the south line of said Township 18 South to an intersection with the east line of Range 29 East; thence Southerly along the east line of said Range 29 East to the southeast corner of Section 24, Township 21 South, Range 29 East; thence Westerly along the south line of said Section 24 to the southeast corner of Section 23, Township 21 South, Range 29 East; thence Westerly along the south line of said Section 23, to an intersection with the centerline of Interstate Highway No. 4; thence generally Southerly along the centerline of Interstate Highway No. 4 to an intersection with the south line of Section 13, Township 22 South, Range 29 East; thence Westerly along the south line of said Section 13 to the southeast corner of Section 14, Township 22 South, Range 29 East; thence Westerly along the south line of said Section 14 to the southeast corner of Section 15, Township 22 South, Range 29 East; thence Westerly along the south line of said Section 15 to the northeast corner of Section 21, Township 22 South, Range 29 East; thence Southerly along the east line of said Section 21 to an intersection with the centerline of State Road No. 50; thence Westerly along the centerline of said State Road No. 50 to the northeast corner of Section 30, Township 22 South, Range 28 East; thence Southerly along the east line of said Section 30 to the northeast corner of Section 31, Township 22 South, Range 28 East; thence Southerly along the east line of said Section 31 to the southeast corner thereof, said corner lying on the south line of Township 22 South; thence Westerly along said south line of Township 22 South to the northeast corner of Section 2, Township 23 South, Range 27 East; thence Southerly along the east line of said Section 2 to the northeast corner of Section 11, Township 23 South, Range 27 East; thence Southerly along the east line of said Section 11 to the southeast corner thereof; thence Westerly along the south line of said Section 11 to the southeast corner of Section 10, Township 23 South, Range 27 East; thence Westerly along the south line of said Section 10 to the southeast corner of Section 9, Township 23 South, Range 27 East; thence Westerly along the south line of said Section 9 to the southeast corner of Section 8, Township 23 South, Range 27 East; thence Westerly along the south line of said Section 8 to the southeast corner of Section 7, Township 23 South, Range 27 East; thence Westerly along the south line of said Section 7 to the southwest corner thereof, said corner lying on the line of demarcation between Orange County and Lake County; thence generally Northerly and along said county line to the northeast corner of Section 12, Township 20 South, Range 26 East, said corner lying on the east line of Range 26 East; thence generally Northerly and along said east line of Range 26 East to the southeast corner of Section 24, Township 19 South, Range 26 East; thence Westerly along the south line of said Section 24 to the southeast corner of Section 23, Township 19 South, Range 26 East; thence Westerly along the south line of said Section 23 to the southwest corner thereof; thence Northerly along the west line of said Section 23 to the southwest corner of Section 14, Township 19 South, Range 26 East; thence Northerly along the west line of said Section 14 to the southwest corner of Section 11, Township 19 South, Range 26 East; thence generally Northeasterly to the southwest corner of Section 1, Township 19 South, Range 26 East; thence generally Northeasterly to the southwest corner of Section 31, Township 18 South, Range 27 East; thence generally Northeasterly to the southwest corner of Section 29, Township 18 South, Range 27 East; thence generally Northeasterly to the northwest File: O:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 2 of 9 corner of Section 28, Township 18 South, Range 27 East; thence Easterly along the north line of said Section 28 to the northwest corner of Section 27, Township 18 South, Range 27 East; thence Easterly along the north line of said Section 27 to the northwest corner of Section 26, Township 18 South, Range 27 East; thence Easterly along the north line of said Section 26 to the northwest corner of Section 25, Township 18 South, Range 27 East; thence Easterly along the north line of said Section 25 to an intersection with the west line of Range 28 East; thence Northerly along the west line of said Range 28 East, to the northwest corner of Section 6, Township 18 South, Range 28 East, and the Point of Beginning. History.--s. 1, ch. 2004-384. 369.317 Wekiva Parkway. (1) The "Wekiva Parkway" means any limited access highway or expressway constructed between State Road 429 and Interstate 4 specifically incorporating the corridor alignment recommended by Recommendation 2 of the Wekiva River Basin Area Task Force final report dated January 15, 2003, and the recommendations of the SR 429 Working Group that were adopted January 16, 2004. (2) The Wekiva Parkway and related transportation facilities shall follow the design criteria contained in the recommendations of the Wekiva River Basin Area Task Force adopted by reference by the Wekiva River Basin Coordinating Committee in its final report of March 16, 2004, and the recommendations of the Wekiva Coordinating Committee contained in its final report of March 16, 2004, subject to reasonable environmental, economic, and engineering considerations. (3) With the exception of the road commonly referred to as the Apopka Bypass, the construction of any other limited -access highway or expressway that is identified by the Final Recommendations of the State Road 429 Working Group adopted January 16, 2004, within the Wekiva Study Area shall adhere to transportation and conservation principles identified within the Final Report of the Wekiva River Basin Coordinating Committee dated March 16, 2004. If any other limited -access highway or expressway is considered within the Wekiva Study Area, then such a project shall adhere to the extent practicable with transportation and conservation principles identified within the Final Report of the Wekiva River Basin Coordinating Committee dated March 16, 2004. (4) Access to properties adjacent to SR 46 shall be maintained through appropriate neighborhood streets or frontage roads integrated into the parkway design. (5) In Seminole County, the Seminole County Expressway Authority, the Department of Transportation, and the Florida Turnpike Enterprise shall locate the precise corridor and interchanges for the Wekiva Parkway consistent with the legislative intent expressed in this act and other provisions of this act. (6) The Orlando -Orange County Expressway Authority is hereby granted the authority to act as a third -party acquisition agent, pursuant to s. 259.041 on behalf of the Board of Trustees or chapter 373 on behalf of the governing board of the St. Johns River Water Management District, for the acquisition of all necessary lands, property and all interests in property identified herein, including fee simple or less -than -fee simple interests. The lands subject to this authority are identified in paragraph 10.a., State of Florida, Office of the Governor, Executive Order 03-112 of July 1, 2003, and in Recommendation 16 of the Wekiva Basin Area Task Force created by Executive Order 2002-259, such lands otherwise known as Neighborhood Lakes, a 1,587+/- acre parcel located in Orange and Lake Counties within Sections 27, 28, 33, and 34 of Township 19 South, Range 28 East, and Sections 3, 4, 5, and 9 of Township 20 South, Range 28 East; Seminole Woods/Swamp, a 5,353+/- acre parcel located in Lake County within Section 37, Township 19 South, Range 28 East; New Garden Coal; a 1,605+/- acre parcel in Lake File: OAWekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 3 of 9 County within Sections 23, 25, 26, 35, and 36, Township 19 South, Range 28 East; Pine Plantation, a 617+/- acre tract consisting of eight individual parcels within the Apopka City limits. The Department of Transportation, the Department of Environmental Protection, the St. Johns River Water Management District, and other land acquisition entities shall participate and cooperate in providing information and support to the third -party acquisition agent. The Land acquisition process authorized by this paragraph shall begin no later than December 31, 2004. Acquisition of the properties identified as Neighborhood Lakes, Pine Plantation, and New Garden Coal, or approval as a mitigation bank shall be concluded no later than December 31, 2010. Department of Transportation and Orlando -Orange County Expressway Authority funds expended to purchase an interest in those lands identified in this subsection shall be eligible as environmental mitigation for road construction related impacts in the Wekiva Study Area. (a) Acquisition of the land described in this section is required to provide right of way for the Wekiva Parkway, a limited access roadway linking State Road 429 to Interstate 4, an essential component in meeting regional transportation needs to provide regional connectivity, improve safety, accommodate projected population and economic growth, and satisfy critical transportation requirements caused by increased traffic volume growth and travel demands. (b) Acquisition of the lands described in this section is also required to protect the surface water and groundwater resources of Lake, Orange, and Seminole counties, otherwise known as the Wekiva Study Area, including recharge within the springshed that provides for the Wekiva River system. Protection of this area is crucial to the long term viability of the Wekiva River and springs and the central Florida region's water supply. Acquisition of the lands described in this section is also necessary to alleviate pressure from growth and development affecting the surface and groundwater resources within the recharge area. (c) Lands acquired pursuant to this section that are needed for transportation facilities for the Wekiva Parkway shall be determined not necessary for conservation purposes pursuant to ss. 253.034(6) and 373.089(5) and shall be transferred to or retained by the Orlando -Orange County Expressway Authority or the Department of Transportation upon reimbursement of the full purchase price and acquisition costs. (7) The Department of Transportation, the Department of Environmental Protection, the St. Johns River Water Management District, Orlando -Orange County Expressway Authority, and other land acquisition entities shall cooperate and establish funding responsibilities and partnerships by agreement to the extent funds are available to the various entities. Properties acquired with Florida Forever funds shall be in accordance with s. 259.041 or chapter 373. The Orlando -Orange County Expressway Authority shall acquire land in accordance with this section of law to the extent funds are available from the various funding partners, but shall not be required nor assumed to fund the land acquisition beyond the agreement and funding provided by the various land acquisition entities. (8) The Department of Environmental Protection and the St. Johns River Water Management District shall give the highest priority to the acquisition of the lands described and identified in subsection (6) for Florida Forever purchases. History.--s. 1, ch. 2004-384. 369.318 Studies.-- (1) The Department of Environmental Protection shall study the efficacy and applicability of water quality and wastewater treatment standards needed to achieve nitrogen reductions protective of surface and groundwater quality within the Wekiva Study Area and report to the Governor and the Department of Community Affairs no later than December 1, 2004. Based on the December 2004 report, the Department of Environmental Protection shall, if appropriate, by March 1, 2005, initiate rulemaking to achieve nitrogen reductions protective of surface and File: 0:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 4 of 9 groundwater quality or recommend any additional statutory authority needed to implement the report recommendations. (2) The Department of Health, in coordination with the Department of Environmental Protection, shall study the efficacy and applicability of onsite disposal system standards needed to achieve nitrogen reductions protective of groundwater quality within the Wekiva Study Area including publicly owned lands and report to the Governor and the Department of Community Affairs no later than December 1, 2004. Based on the December 2004 report, the Department of Health shall, if appropriate, by March 1, 2005, initiate rulemaking to achieve nitrogen reductions protective of water quality or recommend legislation for any additional statutory authority needed to implement the report recommendations. The study shall consider: (a) For new developments within the Wekiva Study Area and any existing development within the Wekiva River Protection Area using onsite disposal systems, a more stringent level of wastewater treatment, including, but not limited to, the use of multiple tanks to combine aerobic and anaerobic treatment to reduce the level of nitrates. (b) The implementation of a septic tank maintenance and inspection program which includes upgrading certain onsite disposal systems permitted prior to 1982 to meet minimum Department of Health standards; replacement of failing systems and systems not meeting current standards; and providing funding mechanisms for supporting a septic tank inspection and maintenance program. (3) The St. Johns River Water Management District shall initiate rulemaking to: (a) Amend the recharge criteria in rule 40C-41.063(3), Florida Administrative Code, to apply to all recharge lands within the Wekiva Study Area. (b) Adopt a consolidated environmental resources permit/consumptive use permit for projects that require both an environmental resource permit and a consumptive use permit that involve irrigation of urban landscape, golf course, or recreational areas. (4) By March 1, 2005, the St. Johns River Water Management District in conjunction with the Department of Environmental Protection, shall initiate rulemaking to amend the recharge criteria in rule 40C-41.063(3), Florida Administrative Code, to provide that the postdevelopment recharge volume conditions within the Wekiva Study Area approximate predevelopment recharge volume conditions. The district shall study and undertake this rulemaking to accomplish this standard on a development -specific basis. The rule shall permit the utilization of existing permitted municipal master stormwater systems with adequate capacity to meet the new standards in lieu of onsite retention and shall provide applicants with the ability to submit appropriate geotechnical information demonstrating that a specific site is not within a most effective recharge area of the Wekiva springshed. (5) The St. Johns River Water Management District shall complete an assessment of the significance of water uses below the current consumptive use permit thresholds in the Wekiva Study Area to determine if rulemaking should be initiated to lower consumptive use permit thresholds. (6) The St. Johns River Water Management District shall conduct an analysis of the impact of redevelopment projects in the Wekiva River basin upon aquifer recharge and shall consider whether to adopt a rule amendment to require those redevelopment projects exceeding a specified threshold to meet the Wekiva Basin recharge criteria. The effect of redevelopment upon aquifer recharge shall be analyzed, and then the costs of regulation shall be analyzed. (7) By December 1, 2007, the St. Johns River Water Management District shall update the minimum flows and levels standards for Rock Springs and Wekiva Springs. Further, the district File: O:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 5 of 9 shall revise the consumptive use permit thresholds in the Wekiva Study Area to address proposed water withdrawals above 50,000 gallons per day. Revisions to the consumptive use thresholds shall provide for a general permit, if possible, and include a transition period that allows continued access to water supply for users that were not previously subject to the permitting process. (8) By December 1, 2005, the St. Johns River Water Management District shall establish pollution load reduction goals for the Wekiva Study Area to assist the Department of Environmental Protection in adopting total maximum daily loads for impaired waters within the Wekiva Study Area by December 1, 2006. (9) The Department of Agriculture and Consumer Services shall be the lead agency in coordinating the reduction of agricultural nonpoint sources of pollution. The Department of Agriculture and Consumer Services shall study, and if necessary, initiate rulemaking to implement new or revised best management practices for improving and protecting water bodies, including those basins with impaired water bodies addressed by the Total Maximum Daily Loads Program. History.--s. 1, ch. 2004-384. 369.319 Master stormwater management plan. --Each local government within the Wekiva Study Area shall develop a master stormwater management plan that: assesses existing problems and deficiencies in the community; identifies projects to meet long-range needs; establishes priorities to address existing deficiencies; establishes measures to address redevelopment; establishes a schedule to complete needed improvements; evaluates the feasibility of stormwater reuse; and includes requirements for inspection and maintenance of facilities. The plan shall also identify a funding source, such as a stormwater utility fee, to fund implementation of the plan and maintenance program. In addition, the local government shall establish a water reuse and irrigation program that allows for reuse of stormwater on a site basis for development over a size threshold to be determined by the local government or on a jurisdiction -wide basis to minimize pumpage of groundwater for nonpotable usage. History.--s. 1, ch. 2004-384. 369.320 Wastewater facility plan. (1) Local governments within the Wekiva Study Area shall develop a wastewater facility plan for joint planning areas and utility service areas where central wastewater systems are not readily available. The facility plan shall include: the delineation of areas within the utility service area that are to be served by central facilities within 5 years; a financially feasible schedule of improvements; an infrastructure work plan to build the facilities needed to implement the facility plan, including those needed to meet enhanced treatment standards adopted by the Department of Environmental Protection; and a phase -out of existing onsite septic tank systems where central facilities are available. The term available shall be interpreted consistent with the definition of s. 381.0065(2)(a). The facility plan shall also include a long-range component addressing service of the joint planning area or utility service area. In addition, local governments shall establish a water reuse program that allows for reuse of reclaimed water on a site -by -site basis for development over a size threshold to be determined by the local government or on a jurisdiction -wide basis to minimize pumpage of groundwater for nonpotable usage. (2) Local governments shall update their wastewater facility plans required in subsection (1) where the Total Maximum Daily Loads Program requires reductions in point source pollutants for a basin or as required by legislation for enhanced treatment standards. History.--s. 1, ch. 2004-384. File: O:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 6 of 9 369.321 Comprehensive plan amendments. --By January 1, 2006, each local government within the Wekiva Study Area shall amend its local government comprehensive plan to include the following: (1) Local governments hosting an interchange on the Wekiva Parkway shall adopt an interchange land use plan into their comprehensive plans. Each interchange land use plan shall address: appropriate land uses and compatible development; secondary road access; access management; right-of-way protection; vegetation protection and water conserving landscaping; and the height and appearance of structures and signage. Local governments within which the Wekiva Parkway is planned shall amend their local government comprehensive plan to include the Wekiva Parkway. (2) Local governments shall amend the appropriate elements of the comprehensive plan, including the capital improvements element, to ensure implementation of the master stormwater management plan. (3) Local governments shall amend their comprehensive plans to establish land use strategies that optimize open space and promote a pattern of development on a jurisdiction -wide basis that protects the most effective recharge areas, karst features, and sensitive natural habitats including Longleaf Pine, Sand Hill, Sand Pine, and Xeric Oak Scrub. Such strategies shall recognize property rights and the varying circumstances within the Wekiva Study Area, including rural and urban land use patterns. Local comprehensive plans shall map, using best available data from the St. Johns River Water Management District and the Fish and Wildlife Conservation Commission, recharge areas and sensitive upland habitats for this purpose. Local governments shall have flexibility to achieve this objective through comprehensive plan strategies that may include, but are not limited to: (a) Coordinated greenway plans; (b) Dedication of conservation easements; (c) Land acquisition; (d) Clustering of development; (e) Density credits and density incentives which result in permanent protection of open space; and (f) Low to very low density development. (4) An up-to-date 10-year water supply facility work plan for building potable water facilities necessary to serve existing and new development and for which the local government is responsible as required by s. 163.3177(6)(c). (5) Comprehensive plans and comprehensive plan amendments adopted by the local governments to implement this section shall be reviewed by the Department of Community Affairs pursuant to s. 163.3184, and shall be exempt from the provisions of s. 163.3187(1). (6) Implementing land development regulations shall be adopted no later than January 1, 2007. (7) During the period prior to the adoption of the comprehensive plan amendments required by this act, any local comprehensive plan amendment adopted by a city or county that applies to land located within the Wekiva Study Area shall protect surface and groundwater resources and be reviewed by the Department of Community Affairs, pursuant to chapter 9J-5, Florida Administrative Code, using best available data, including the information presented to the Wekiva River Basin Coordinating Committee. File: 0:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 7 of 9 History.--s. 1, ch. 2004-384. 369.322 Coordination of land use and water supply within the Wekiva Study Area. (1) In their review of local government comprehensive plan amendments for property located within the Wekiva Study Area pursuant to s. 163.3184, the Department of Community Affairs and the St. Johns River Water Management District shall assure that amendments that increase development potential demonstrate that adequate potable water consumptive use permit capacity is available. (2) Local governments located within the Wekiva Study Area shall coordinate with the St. Johns River Water Management District and other public and private utilities, on a countywide or multicounty basis, to implement cooperative solutions for development of alternative water sources necessary to supplement groundwater supplies consistent with the St. Johns River Water Management District Regional Water Supply Plan. (3) In recognition of the need to balance resource protection, existing infrastructure and improvements planned or committed as part of approved development, consistent with existing municipal or county comprehensive plans and economic development opportunities, planned community development initiatives that assure protection of surface and groundwater resources while promoting compact, ecologically and economically sustainable growth should be encouraged. Small area studies, sector plans, or similar planning tools should support these community development initiatives. In addition, the Department of Community Affairs may make available best practice guides that demonstrate how to balance resource protection and economic development opportunities. History.--s. 1, ch. 2004-384. 369.323 Compliance. --Comprehensive plans and plan amendments adopted by the local governments within the Wekiva Study Area to implement this act shall be reviewed for compliance by the Department of Community Affairs. History.--s. 1, ch. 2004-384. 369.324 Wekiva River Basin Commission.-- (1) The Wekiva River Basin Commission is created to monitor and ensure the implementation of the recommendations of the Wekiva River Basin Coordinating Committee for the Wekiva Study Area. The East Central Florida Regional Planning Council shall provide staff support to the commission with funding assistance from the Department of Community Affairs. The commission shall be comprised of a total of 19 members appointed by the Governor, 9 of whom shall be voting members and 10 shall be ad hoc nonvoting members. The voting members shall include: (a) One member of each of the Boards of County Commissioners for Lake, Orange, and Seminole Counties. (b) One municipal elected official to serve as a representative of the municipalities located within the Wekiva Study Area of Lake County. (c) One municipal elected official to serve as a representative of the municipalities located within the Wekiva Study Area of Orange County. (d) One municipal elected official to serve as a representative of the municipalities located within the Wekiva Study Area of Seminole County. File: 0:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 8 of 9 (e) One citizen representing an environmental or conservation organization, one citizen representing a local property owner, a land developer, or an agricultural entity, and one at - large citizen who shall serve as chairman of the council. (f) The ad hoc nonvoting members shall include one representative from each of the following entities: 1. St. Johns River Management District. 2. Department of Community Affairs. 3. Department of Environmental Protection. 4. Department of Health. 5. Department of Agriculture and Consumer Services. 6. Fish and Wildlife Conservation Commission. 7. Department of Transportation. 8. MetroPlan Orlando. 9. Orlando -Orange County Expressway Authority. 10. Seminole County Expressway Authority. (2) Voting members shall serve 3-year, staggered terms, and shall serve without compensation but shall serve at the expense of the entity they represent. (3) Meetings of the commission shall be held in Lake, Orange, or Seminole county at the call of the chairman, but shall meet at least twice a year. (4) To assist the commission in its mission, the East Coast Regional Planning Council, in coordination with the applicable regional and state agencies, shall serve as a clearinghouse of baseline or specialized studies through modeling and simulation, including collecting and disseminating data on the demographics, economics, and the environment of the Wekiva Study Area including the changing conditions of the Wekiva River surface and groundwater basin and associated influence on the Wekiva River and the Wekiva Springs. (5) The commission shall report annually, no later than December 31 of each year, to the Governor, the President of the Senate, the Speaker of the House of Representatives, and the Department of Community Affairs on implementation progress. History.--s. 1, ch. 2004-384. File: 0:\Wekiva Study Area\Wekiva Prkwy Protection Act_Ch369FS.doc Page 9 of 9 City of Ocoee 10/6/2005 I. Proposed Comprehensive Plan Amendments for Local Governments within the Wekiva Study Area as defined by the Wekiva Parkway and Protection Act: Data & Analysis Section Procedural Note: The Wekiva Parkway and Protection Act (WPPA) requires each local government within the Wekiva Study Area (WSA) to amend their comprehensive plans to reflect the requirements contained in the Act. This amendment package contains will two sections: the first, will encompass all changes in the text of the comprehensive plan's data and analysis, and the second, lists the proposed changes in the goals, objectives, and policies The text amendments are confined to the Future Land Use Element, and will be inserted in the appropriate subsection of the Future Land Use Element under the title of the "Requirements of Wekiva Parkway and Protection Act". No additional text amendments are proposed for other comprehensive plan elements at this time. The City of Ocoee has reviewed the existing "Goals, Objectives and Policies" subsection of the following elements and sub -elements: Future Land Use, Potable Water, Sanitary Sewer, Natural Groundwater Aquifer Recharge, Recreation & Open Space, Conservation, and Capital Improvements. Based on the WPPA requirements, either new objectives and policies were formulated or old objectives or policies were amended with an underline/strike-through format in red text. Existing objectives and policies that already address the WPPA requirements have also been included in this second section and are shown in black text. After adoption, the amended objectives and policies (in red text) will be reinserted into the appropriate subsection of each element's "Goals, Objectives and Policies" section, and marked as being required under the Wekiva Parkway and Protection Act. The numbering of the objective and policies will remain the same as before; however the "WSA" designation will be added to the amended objectives and policies. There will also be a master listing of subsection and number each amended objective and policy that applies to the WSA in the City of Ocoee in the text of the Future Land Use Element. These objectives and policies will apply only to the area within the Wekiva Study Area as described in 369.316, Florida Statutes (F.S.) and depicted the following additions to the Future Land Use Map series: Figure 1: City of Ocoee Location within the Wekiva Study Area. FUTURE LAND USE ELEMENT TEXT AMENDMENT Ocoee's Location within the Wekiva Study Area The Wekiva Parkway and Protection Act (Part III of Chapter 369, Florida Statutes) was signed into law on June 29, 2004 authorizing building of the Wekiva Parkway and providing protection to the Wekiva River system. This Act defined two areas of concern O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 1 of 23 City of Ocoee 10/6/2005 for the Wekiva River and its associated springs. These areas are the Wekiva River Protection Area and the larger Wekiva Study Area (WSA), and are identified in Figure 1: City of Ocoee Location in Reference to the Wekiva Study Area and the Wekiva River Protection Area. The City of Ocoee is located within the WSA as defined in ss. 369.316, Florida Statutes (F.S.), but not within the Wekiva River Protection Area. A portion of the City south of State Road 50/Colonial Drive and east of County Road 439/Maguire Road is not located within the WSA, and as such, will not be subject the amendments required by the Wekiva Parkway and Protection Act. The portions of the City and the Joint Planning Area (JPA) within the WSA are shown as follows: TABLE l: CITY LIMITS & .TPA ACRES/PERCENT INSIDE THE WEKIVA STUDY AREA INSIDE THE WSA OUTSIDE THE WSA AREA ACRES PERCENTAGE ACRES PERCENTAGE City Limits 8,549 91% 852 9% JPA 11,413 90% 1215 10%11 ' JPA includes the City limits and the unincorporated Orange County lands. The extension of State Road 429/Western Beltway from Apopka to Interstate 4 near Sanford known as the "Wekiva Parkway" is not within the City Limits; therefore, the City is not subject to the interchange planning requirements contained in ss. 369.317, F.S. Required Maps and Mapping Sources In accordance with the Wekiva Parkway and Protection Act (WPPA), the City has identified and mapped the most effective recharge areas, karst features, and sensitive natural habitats including Longleaf Pine, Sand Hill Pine, Xeric Oak Scrub, and depicted this information in the Future Land Use Map Series. These maps used the data sources identified in the "Guidelines for Preparing Comprehensive Plan Amendments for the Wekiva Study Area Pursuant to the Wekiva Parkway and Protection Act" (DCA Guidelines) prepared by the Department of Community Affairs, dated March 2005. The City recognizes these sources represent the most comprehensive and accurate information currently available; however, these sources also have the following limitations: • Figure 2: Most Effective Recharge Areas/Soil Conservation Service Type "A " Soils As an interim procedure, the "most effective recharge" map is based on the U.S. Soil Conservation Service (SCS) Type "A" Hydrologic Soil Group. At a later date during the rule making process, the St. Johns River Water Management District (SJRWMD) will revise the definition of "most effective recharge areas", and extend the revised recharge criteria to all recharge lands within the WSA. O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 2 of 23 City of Ocoee 10/6/2005 Due to the limitations in the map scale and the soil identification methodology, the SCS maps only provide generalized locations of soils that can be defined as "most effective recharge areas". For specific locations or sites, additional geotechnical information is needed to establish whether a particular location/site contains Type "A" soils, and is actually within the "most effective recharge area". • Figure 3: Karst Features/Closed topographic depressions This map is based on the Florida Aquifer Vulnerability Assessment (FAVA) model produced by the Florida Geological Survey and the Department of Environmental Protection (DEP). The statewide FAVA uses geographic information system (GIS/computerized mapping) data to predict the contamination vulnerability of Florida's aquifers. The FAVA was created by identifying the closed topographical depressions using the U.S. Geological Survey 1:24000 quadrangle maps. These closed topographic depressions then were used to represent karst features, but as stated in the DCA Guidelines, not all topographical depressions are karst features. There is, however, a strong correlation between the frequency or density of these depressions and karst features. The FAVA has recently been modified by the SJRWMD to reflect the specific features of the Wekiva Study Area. This revised model is the Wekiva Aquifer Vulnerability Assessment (WAVA); however, like the FAVA, this model is used as a regional planning aid for groundwater resource management and is not intended for site -specific analysis. Site -specific information must be gathered by the use of geophysical surveys such as microgravity and ground penetrating radar by a licensed professional. • Figure 4: Sensitive Natural Habitats This map is based on the statewide 2003 Florida Fish & Wildlife Conservation Commission GIS coverage of vegetation and land cover derived from the 2003 Landsat Enhanced Thematic Mapper imagery. The term "sensitive natural habitats" is defined as Longleaf Pine/Sand Hill, Sand Pine, and Xeric Oak Scrub plant communities. This map, like the proceeding maps, is also regional in scope, so site -specific data requires additional information and study. Based on the maps above, Table 2 shows the acreage for each of the required maps that are within the City Limits and within the Orange County -City of Ocoee Joint Planning Agreement Area (JPA). O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 3 of 23 City of Ocoee 10/6/2005 TABLE 2: ACRES/PERCENT OF THE CITY LIMITS AND .IPA CONTAINING THE SUBJECT CRITERIA INSIDE CITY LIMITS': INSIDE JOINT PLANNING AREA': MAP NAME: ACRES PERCENTAGE ACRES PERCENTAGE A. Most Effective Recharge Areas 5,048 59% 6,121 54% B. Karst Features 1,175 14% 1,667 15% C. Sensitive Natural Habitats 5.4 0.06% 77 0.7% Composite Map: A, B & C 0 0 0.15 0.001% City Limits, in this case, excludes the area not covered by the WSA designation. 1 JPA includes the City limits (see exclusion in Note 1 above) and unincorporated Orange County lands. Brief Analysis of Required Maps • Most Effective Recharge Areas/SCS Type "A " Soils The most effective recharge areas comprise 5,048 acres or 59% of the land inside the City Limits. This area generally is east of an approximate north -south line composed of Cumberland and Lakewood Avenues and the area northwest of the SR 429 along the southeastern shore of Lake Apopka. The most effective recharge areas are interspersed by wetlands. Generally, wetlands, by their very nature, are lower in recharge effectiveness because an impervious soil layer must exist beneath the surface to "hold" the water in the depressed area to create the wetland. • Karst Features/Topographical Depressions The WAVA model uses closed topographic depressions as an indicator of karst features. These closed topographic depressions in most instances surround the lakes. Within the JPA, these lakes are Lake Bennett, Lake Lotta, Lake Starke, Lake Prima Vista, Lake Olympia, Spring Lake, Lake Johio, Lake Stanley, Lake Moxie, Peach Lake, Lake Meadow, Lake Hackney, Prairie Lake, Lake Addah, Lake Sims, and Trout Lake. Since most of these topographical depressions surround these water bodies, the depressions also include floodplains and wetlands. "Floodplain/Conservation" is a land use classification on the Future Land Use Map, and is defined as "... water bodies, floodplains, and wetlands ...." The current Comprehensive Plan contains language in the Conservation Element Policy 2.3, that states: As of the effective date of this Comprehensive Plan, future development, as defined by the Ocoee Land Development Code, shall not occur within 25 feet of an approved 100-vear floodolain elevation or jurisdictional wetland boundary except where exempted by State Statute or in cases where offsetting on —site environmental mitigation or enhancement of these areas is demonstrated to improve natural functions or to provide low- O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 4 of 23 City of Ocoee 10/6/2005 impact uses or recreational amenities which encourage enjoyment of such areas. (Emphasis added.) Table 3 shows the total acreage of the karst features/topographical features inside the City and inside the JPA. Figure 5: Karst Features/Topographic Depressions with Other Selected Land Use Features shows the Floodplain/Conservation land use, the water bodies, the parks/recreation facilities, and the development projects currently under review that are captured within the karst features/topographical features mapping. TABLE 3: KARST FEATURES CAPTURED BY OTHER LAND USES INSIDE CITY LIMITS': INSIDE JOINT PLANNING AREA : MAP NAME: ACRES PERCENTAGE' ACRES PERCENTAGE Karst Features/ 1,175 100% 1,667 100% Closed Topographic Depressions (Gross) Minus: All the Land Uses, Land Features, etc. that fall within the Karst Features/Closed topographic de Mapping (see below) : Floodplain/Conservation Future 270 23% 389 23% Land Use Map Classification Lakes/Water bodies 268 23% 539 32% Parks/Recreation 37 3% 39 2% Facilities Projects Undergoing the City's 64 5% 64 4% Development Review Karst Features/ 536 46% 636 38% Closed Topographic Depressions (Net) 1 City Limits, in this case, excludes the area not covered by the WSA designation. 2 JPA includes the City limits (see exclusion in Note 1 above) and unincorporated Orange County lands. 3 Percentage is rounded. Net remaining acres may be slightly over counted since some categories/classes are not mutually exclusive. The net acreage of karst features that are not within the above categories is 536 acres or 46 % within the City and 636 acres or 38% within the JPA (includes the City). As shown on in the karst feature maps (see Figures 3 and 5), these areas are generally located on lakeshores. Since lakes are an attractive amenity for development, many of these areas are already built upon. The following lakes are built out given that they are surrounded by development: Lake Johio, Spring Lake, Lake Moxie, Peach Lake, Starke Lake, Lake Olympia, Lake Prima Vista, Lake Hackney, and Lake Lotta. The karst features surrounding these lakes cannot be effectively regulated through the comprehensive plan or land development regulations. Table 4 shows the remaining lakes areas with developable vacant or under utilized land, and the development projects that are already in the development review process. O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 5 of 23 City of Ocoee 10/6/2005 TABLE 4: KARST FEATURES/LAKES WITH DEVELOPMENT UNDER CITY REVIEW LAKE DIRECTION FROM THE LAKE DEVELOPMENT NAME TYPE LOTS Sims Surrounds Arden Park Residential 960 Trout North Kensington Manor Residential 127 South Oak Trail Reserve Residential 140 Southeast Forest Trails Residential 136 Meadow Southeast Villa Roma Residential 88 Prairie South Prairie Lakes Reserve Residential 169 Addah South Windstone at Ocoee Residential 180 Bennet West The Villages of Lake Bennet Commercial n/a Given that the developments in Table 4 are already in the City's review process little can be accomplished through the WSA amendments to the comprehensive plan's goals, objectives, and policies without triggering the possibility of a "taking". These newer developments can be controlled with existing land development regulations (LDR); however, realistically any new land development regulations will only able to affect them on the "margin". Regardless of the public purpose, major changes in the LDRs for these developments already in the development review process, will also most likely trigger a "taking" under the Burt Harris Act (ss. 70.001, F.S.). The City will have to rely on the existing goals, objectives, and policies in the Comprehensive Plan and the existing land development regulations for the development projects in Table 4. • Sensitive Natural Habitats Historically, the City of Ocoee has been a citrus producing area as evidenced by the old aerial maps of the City showing large areas in citrus groves. Since the defined sensitive natural habitats mainly exist in well -drained soils that are also necessary for successful citrus production, when these groves were "built" much of the native vegetation/sensitive natural habitats were removed to gain greater production of the citrus cash crop. There is an insignificant 5.4 acres (0.06% of the City total land area) that still has these sensitive natural habitats. Outside the City Limits, but within the JPA boundaries this acreage increases to 77 acres, but only represents 0.7% of the acreage of the entire JPA area (City and JPA combined). The mapped sensitive natural habitat outside the City Limits, but within the JPA area is located north and west of County Road Clarcona-Ocoee Road and directly east of Forest Lake Golf Course in unincorporated Orange County. This area is currently undergoing annexation and development review for 323-lot residential development project known as Whispering Pines. In addition, the City and developer are also involved in negotiations with Orange County concerning the right-of-way for the widening and realignment of Clarcona-Ocoee Road/County Road 439. Other than the setbacks and open space requirements contained in the City's Land Development Code, little can be done to preserve a great deal of this O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 6 of 23 City of Ocoee 10/6/2005 habitat within the Whispering Pines development without the possibility of triggering a "taking" under the Burt Harris Act. • Composite of all the required WSA map features As suggested in the DCA Guidelines, the composite map consisting of areas depicted on Maps A, B & C should receive the highest priority for open space protection; however, there are no areas within the City limits that contain all three of these features. There is an insignificant composite area outside the City, but within the JPA Area representing only 0.15 acres. Definition of Open Space As suggested in the DCA Guidelines, "open space" should be defined in the comprehensive plan; however, the City's current Comprehensive Plan contains the following "Definitions" that do effectively identify "open space": • Open Space: Undeveloped land suitable for recreation or conservation uses. (Page xiv) • Recreational Uses: Activities within areas where recreation occurs. (Page xv) • Conservation Uses: Activities within land areas designated for the purpose of conserving or protecting natural resources or environmental quality and includes areas designated for such purposes as flood control, protection or quality or quantity of groundwater or surface water, floodplain management, or protection of vegetative communities or wildlife habitats. (Page x) • Corridor Open Space: Area through which people travel but which are also designed for aesthetic enjoyment and leisure. These corridors can provide a linkage between recreation areas and residential areas or commercial areas. (Page x) Since these current definitions, taken as a whole, adequately address the definition of "open space", the City will continue to utilize these definitions rather than redefining the term as suggested in the DCA Guidelines. Evaluation of Recommended Land Use Strategies Subsection 369.321(3) of the Wekiva Parkway and Protection Act suggests the following methodologies for the preservation of open space: • Coordinated reg enway plans The Recreation and Open Space Element and the Ocoee Parks and Open Space Master Plan envision linear parks, urban open space parks and natural O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 7 of 23 City of Ocoee 10/6/2005 reservations (Recreation & Open Space Element/Data & Analysis, p. 6-7). Furthermore, the Northwest Ocoee Sector Plan land use scenarios outline the use of greenways as major components of the vision for the northwest sector of the City. These concepts are addressed in the following policies: Future Land Use Policy 5.4 and Recreation & Open Space Policy 4.4. Dedication of conservation easements The City is acquiring conservation easements as proposed developments undergo the development review process. Conservation easements are addressed in the Recreation & Open Space Policy 7.2. • Land acquisition This procedure is limited since the City cannot afford to purchase land due to limited funds; however, during the development review process the City will attempts to acquire recreation and open space through exactions from developers when it is deemed necessary. • Cluster development Clustering is addressed in the Future Land Use Policy 7.5. When necessary, the City encourages clustering of development in order to preserve open space during the development review process. • Density credits/incentives The City addresses credits/incentives for open space preservation in Recreation & Open Space Policy 8.4. In practice, however, developers have never utilized the credits/incentives offered in the implementing land development regulations. • Low/Very-Low density development This land use strategy will not be considered since low/very-low density development is inconsistent with the current Comprehensive Plan and is not compatible with the market forces driving the conversion of vacant or under-utilized rural land to urbanized residential subdivisions. Furthermore, use of this methodology would place further fiscal constraints on the City's tax base. Evaluation of Development Patterns on Land Use Strategies The City recognizes the limitations for open space preservation and the protection of recharge, karst, and sensitive natural habitats due to existing development and land use patterns and property rights under Florida Statutes. O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 8 of 23 City of Ocoee 10/6/2005 The current City of Ocoee 2020 Future Land Use Map does not have agricultural future land use classifications. The City is anticipating "build -out" by 2025 as the unincorporated lands outside the City Limits within the JPA area are annexed and converted to urban uses. This annexation and conversion to urban uses has greatly accelerated during the last three years due to the close proximity to roadways, such as the State Road 429, State Road 408, and the Florida Turnpike, and the "building boom" in West Orange County. O:\Wekiva Study Area\Wekiva Study Area —Proposed CP Amend Data -Analysis + GOPs.doc Page 9 of 23 City of Ocoee 10/6/2005 II. Proposed Comprehensive Plan Amendments for Local Governments within the Wekiva Study Area as defined by the Wekiva Parkway and Protection Act: Goals, Objectives & Policies Section FUTURE LAND USE ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Policy 1.2 The City shall regulate land development through the Land Development Code, to reduce, eliminate and/or prevent negative impacts related to noise, traffic, light, drainage, water and groundwater quality, toxic and hazardous materials, litter, dust, visibility, and other factors. This shall be accomplished by establishing and enforcing specific environmental performance standards, consistent with state and/or federal standards and with the City's technical enforcement capabilities. Standards shall be based on the measurement of the undesirable characteristics at the property line of the land on which the generating use or activity is located and shall be based on performance levels deemed to prevent nuisance to surrounding properties. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 1.3 The City shall mitigate impacts by using land development regulations related to landscaping including_ open space and impervious surface ratio requirements, setbacks, walls/fences, on -site parking, on -site traffic flow, lighting, signs, pedestrian access, vehicular access and other factors which will mitigate off -site impacts, optimize open space, protect most effective recharge areaskarst features, and sensitive natural habitats, and enhance the health, safety, welfare and appearance of the built environment while providing an effective buffer between uses (9J-5.006 (3)(c)(4), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 1.7 The land development regulations shall promote innovative development in those cases where a public benefit can be realized and impact can be offset by the development, as follows: Utilize Planned Unit Development zoning to allow for mixed uses and unconventional development designs in those cases where the developer can demonstrate increased effectiveness of service delivery, improved living environments or protection of natural resources such as the Floodplain /Conservation as land use classification, and the most effective aquifer recharge areas karst features, and sensitive natural habitats as depicted in the Future Land Use Map series. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend —Data -Analysis + GOPs.doc Page 10 of 23 City of Ocoee 10/6/2005 • Provide development standards that create useable open spaces in new developments (9J-5.006 (3)(c)(5), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 1.8 The City shall periodically review and update the City's Land Development Code. These regulations shall reflect the goals, objectives, and policies contained in this Comprehensive Plan and shall be consistent with the Future Land Use Map. By January 2006 the Land Development Code will implement the requirements of the Wekiva Parkway and Protection Act. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 2.2 The City shall adopt and annually revise a Capital Improvements Program (CIP) to schedule the provision of future public services and facilities including, but not limited to the financially feasible schedule of needed improvements for the master stormwater managementplan and the wastewater facility plan as required by Chapter 369.319 and 369.320, F.S., respectively. The CIP will include the acquisition of land that will be provided by the City. The Concurrency Management System shall be utilized to indicate possible infrastructure deficiencies and identify target areas for improvements. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.319, .320, .321(2), F.S.] Objective 5 The City shall enforce the Land Development Code to protect and properly utilize natural and historic resources in accordance with the Conservation Element and the following policies. Policy 5.1 The City shall protect areas of environmental concern including but not limited to the Floodplain /Conservation land use classification, and the most effective aquifer recharge areas, karst features, and sensitive natural habitats as depicted on the Future Land Use Map series, and areas of scenic and historic value, as identified in the Conservation Element, through development regulations and public programs, including, but not limited to environmental awareness programs at recreational facilities and in schools (9J-5.006 (3)(b)(4), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.2 The City shall use development regulations to protect air and water quality, flood - prone areas, open space, karst features, natural wetland, sensitive natural habitats, wellhead protections areas and the most effective recharge areas for the Floridan and surficial aquifers. This shall be accomplished by such regulations as are O:\Wekiva Study Area\Wekiva Study Area —Proposed CP Amend —Data -Analysis + GOPs.doc Page 11 of 23 City of Ocoee 10/6/2005 described in Policy 5.3. In addition, the City shall cooperate with federal, state and regional environmental management agencies to identify and monitor unusual activities associated with non-residential uses and to refer observed violations to the appropriate enforcement authorities. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.3 The City shall enforce its Land Development Code to protect surface water quality including, but not limited to: restrictions in building setbacks, maximum impervious surface ratios, land use restrictions to ensure compatibility, development limitations in floodplains, and upland and wetland protection. Land development regulations shall include restrictions on development within areas designated as Conservation/Floodplains on the Future Land Use Map. Flood elevations shall not be adversely impacted and the water quality of the water body shall not be degraded. Land development regulations shall provide adequate protection for wetland areas and require central sewer for development within and adjacent to karst features, wetlands or 100-year floodplain areas (9J-5.006 (3)(c)(1), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.4 The City shall promote the use of upland and wetland corridors and buffer zones as natural reservations, as identified in the Recreation and Open Space Element. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] [Editors' note: "greenbelts" not defined in the LDC; only mentioned once in the LDC on page 180-6.107; natural reservations are defined in 9J-5 and in the ROS Element of the CP] Policy 5.5 The City shall, in coordination with developers, evaluate soil potential including, but not limited to most effective aquifer recharge areas and karst features. This examination and testing will be done on a site -by -site basis_ Specific characteristics and criteria under examination shall be as identified in the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.6 The City shall require developers to delineate conservation and floodplain lands, most effective aquifer recharge areas, karst features, and sensitive natural habitats on a site -by -site basis as their development proposals are submitted. The criteria O:\Wekiva Study Area\Wekiva Study Area —Proposed CP Amend Data -Analysis + GOPs.doc Page 12 of 23 City of Ocoee 10/6/2005 used for the delineation shall as be addressed in the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.7 The City shall enforce the Land Development Code to require development proposals to include the identification of and management plans for rare, endangered, and threatened flora and fauna species consistent with the criteria outlined in the Land Development Code and the Conservation Element of this Comprehensive Plan. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.8 Proposed activities, which would destroy or degrade the functions of wetlands or other environmentally sensitive natural habitats 6FAS as defined by the Land Development Code shall only be permitted in limited instances where development would be severely restricted. If there is no practical alternative, mitigation measures shall be undertaken, consistent with the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.9 The City shall continuously plan for and only approve development that is consistent with natural drainage and water storage plans. This shall include special provisions in the Land Development Code pertaining to land -locked drainage basins where projects may be permitted on a case -by -case basis when unique site characteristics demand a more comprehensive stormwater management approach (9J-5.006(3)(c)(4), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.10 The City shall continue to update the Existing and Future Land Use Maps to reflect the addition of new City wells. A protection zone of 1,000 feet is depicted in the wellhead protection areas (9J-5.006 (3)(c)(6), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.11 The City shall ensure the protection of groundwater sources by restricting Commercial and Industrial future land uses known to adversely affect the quality and quantity of identified water sources within wellhead protection areas, existing cones of influence, areas with karst features and most effective aquifer recharge areas. In addition, other land use activities such as hazardous waste facilities, fuel storage facilities, and groundwater injection wells known to adversely affect the quality and quantity of groundwater sources will be prohibited within wellhead protection areas, existing cones of influence, areas with karst features and most O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 13 of 23 City of Ocoee 10/6/2005 effective aquifer recharge areas (9J-5.006 (3)(c)(6) and 9-J-5.013 (2)(c)(1), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.12 The City's wetlands shall be conserved and protected from physical and hydrologic alterations by regulating development activities to protect natural water -cleansing features and reduce or prevent discharges of contaminants from urban and agricultural land uses through the Land Development Code. The Land Development Code shall include provisions such as (but not limited to) the use of such natural features in the treatment of stormwater runoff, limitations on destruction of native vegetation and/or land clearing within such natural features, and maintenance of upland buffers and/or environmental swales within a minimum width of twenty-five (25) feet surrounding such natural features. For the purposes of this policy, natural features shall include Florida Department of Environmental Protection jurisdictional wetlands (9J-5.013(2)(c)(3), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 5.13 The City shall protect and conserve the natural functions of wetlands by directing land uses incompatible with the protection and conservation of wetlands and wetland functions away from identified wetlands. The type, value, function, size, conditions and locations of wetlands will be factors used to consider land use changes where incompatible uses are allowed to occur, mitigation shall be considered and will be based on the regulations set forth in the Land Development Code (9J-5.013(3)(a)&(b), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.5 To allow for greater open spaces, and to preserve the most effective recharge areas and to protect karst features, density may be computed in a defined development project by allowing clustering in certain areas. These clusters may be of greater density than allowable within the land use designations as long as the total project does not exceed maximum density as designated on the Future Land Use Map. Clustering, pursuant to the foregoing concept, may be controlled by density caps, PUD zoning or a restrictive covenant running with the land with power of enforcement in favor of the City. Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(d), F.S.] O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 14 of 23 City of Ocoee 10/6/2005 POTABLE WATER SUB -ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Objective x Within nine months after the completion of the necessary studies needed to update the 10-year water supply facility work plan required under ss. 369.321(4) Florida Statutes the Community Development Department in conjunction with the Engineering, Public Works and the Utilities Departments will review and, if needed modify or amend the text and the goals, objectives, and policies in the Potable Water Sub -element of the Comprehensive Plan to reflect any changes mandated by the Wekiva Parkway Protection Act. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] SANITARY SEWER SUB -ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Objective x Within nine months after the comyletion of the waste water facility plan as required under ss. 369.320(1) F.S., the Community Development Department in conjunction with the Engineering Public Works, and the Utilities Departments will review and if needed modify or amend the text and the goals, objectives, and policies in the Sanitary Sewer Sub -element of the Comprehensive Plan to reflect any changes mandated by the Wekiva Parkway Protection Act. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] NATURAL GROUNDWATER AQUIFER RECHARGE SUB -ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Objective x Within nine months after the completion of the joint stormwater managementplan as required under ss. 369.319 F.S., coordinated with the St. Johns River Water Management District and other local governments within the Wekiva Study Area, the Community Development Department in conjunction with the Engineering, Public Works and the Utilities Departments will review and, if needed, modify or amend the text and the goals, objectives, and policies in the Stormwater Sub - element and the Capital Improvements Element of the Comprehensive Plan to ensure the implement the master stormwater management plan under ss. 369.321(2) F.S. to reflect any changes mandated by the Wekiva Parkway Protection Act. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 15 of 23 City of Ocoee 10/6/2005 RECREATION & OPEN SPACE ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Policy 1.3 Park and open space facilities shall not be converted to non -park uses except where the City Commission finds such conversion essential to protect the public health, safety and welfare. Where there is a reduction in area or facility capacity as a result of a conversion, additional facilities necessary to restore lost capacity shall be provided within one (1) year. Should a conversion be unavoidable in a Natural Resew@@ A Reservations, as defined in the Recreation & Open Space Element, the mitigation will follow the standards set forth in the Conservation Element and the Ocoee Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 4.4 The City shall work to establish five (5) new linear parks in the vicinity of: 1) Shoal Creek (a.k.a. Maine Street area), 2) Lake Bennet, 3) Starke Lake, 4) Lake Apopka, and 5) South Maguire Road. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(a), F.S.] Objective 7 Lands designated as Conservation/Floodplains or Qp@a Spiwe and karst features depicted in the Future Land Use Map Series and the on the Open Space defined in the Parks and Open Space Master Plan adopted September, 2001 shall be protected from encroachment, development, and incompatible uses. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.1 Public access to City parks shall be strategically located to protect and ensure the integrity of existing natural features. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.2 The City shall acquire, protect, and maintain natural area reservations and conservation easements to protect open space, wetlands, karst features, lakes, and natural vegetation from development and incompatible land uses. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(b), F.S.] Policy 7.3 The City shall adopt incentives to encourage the provision of open space to protect natural resources areas such as karst features and sensitive natural habitats O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 16 of 23 City of Ocoee 10/6/2005 within development projects. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.4 Open space in parks shall be maintained to protect and preserve aesi*@ sensitive natural habitats, and provide passive recreation opportunities and public access to water bodies. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.5 The City shall enhance the recreational potential and aesthetic appeal of lakes, creeks, floodways, utility easements, storm water ponds, and wetlands where possible. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.6 The provision of community access to shore lines shall be considered requisite to any and all shoreline development or development adjacent to a water body. The City shall encourage public access and exposure to lakes, significant physical features, and natural open space while enhancing and preserving the natural characteristics of the areas as described in the Special Development Plans and the Commercial and Industrial Development Standards of the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 8.4 Developer incentives, impact fee credits, density transfers, and tax incentives shall be used to facilitate the acquisition and development of City parks identified in the Parks and Open Space Master Plan adopted September, 2001, as appropriate. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] CONSERVATION ELEMENT GOALS, OBJECTIVES & POLICIES SUBSECTION Objective 2 The City shall protect the quality of all surface water bodies and groundwater quality by implementing the following policies (Chapter 187.201, 8(a), and 8(b) 1-14, FS). Policy 2.1 The City shall regulate development activities to protect natural water -cleansing features and reduce or prevent discharges of contaminants from urban and agricultural land uses through the land development regulations. The land O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 17 of 23 City of Ocoee 10/6/2005 development regulations include provisions such as (but not limited to) the use of such natural features in the treatment of stormwater runoff, limitations on destruction of native vegetation and/or land clearing within such natural features, and maintenance of upland buffers and/or environmental swales within a minimum width of twenty-five (25) feet surrounding such natural features. For the purposes of this policy, natural features shall include DEP jurisdictional wetlands (9J-5.013(2)(c)(3), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 2.2 The City shall ensure the protection of groundwater sources by restricting Commercial and Industrial future land uses known to adversely affect the quality and quantity of identified water sources within wellhead protection areas, existing cones of influence, and most effective aquifer recharge areas. In addition, other land use activities such as hazardous waster facilities, fuel storage facilities, and groundwater injection wells known to adversely affect the quality and quantity of groundwater sources will be prohibited within wellhead protection areas, existing cones of influence, and most effective aquifer recharge areas (9J-5.006 (3)(c)(6) and 9-J-5.013 (2)(c)(1), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 2.3 As of the effective date of this Comprehensive Plan, future development, as defined by the Ocoee Land Development Code, shall not occur within 25 feet of an approved 100-year floodplain elevation or jurisdictional wetland boundary except where exempted by State Statute or in cases where offsetting on —site environmental mitigation or enhancement of these areas is demonstrated to improve natural functions., of to provide low -impact uses, o* conservation uses or recreational uses which encourage enjoyment of such areas. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 2.4 The use of septic tanks in developments and redevelopments shall be permitted in accordance with Chapter 10-D-6 FAC to prohibit septic tanks in flood plains, wetlands, areas adjacent to lakes and in areas designated with soils unsuitable for septic tanks. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Objective 3 The City shall protect the natural functions of the 100-year floodplains as prescribed by FEMA and/or Orange County so that the flood -carrying and flood storage capacity are maintained. This Objective shall be implemented by the O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 18 of 23 City of Ocoee 10/6/2005 following policies (Chapter 187.201, 8(b)(8); 9J-5.013(2)(c)(6), FAC; ECFRPC Policies 4.14, 4.15 & 4.16). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 3.3 Limited low -impact and passive recreational development as defined by the Ocoee Land Development Code may be permitted at the City's discretion within these portions of 100-year floodplain areas, which are situated above the normal water level of lakes, streams, and flood prone area and 25 feet upland of any jurisdictional wetland area contained therein. Types of uses which may be permitted on a case -by -case basis include landscaping, passive open space areas, park benches, pedestrian/bicycle/multi-use trails, open play fields, covered shelters, picnic tables, play courts and similar uses where no reduction of flood storage capacity has been demonstrated. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 3.4 The City will continue to direct its own wellhead and wellfield protection program within its jurisdiction. However, the areas within the County's water service area and in the Ocoee -Orange County Joint Planning Area will adhere to the wellhead protection goals, objectives, and policies of the Orange County Comprehensive Plan's Conservation Element. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Objective 4 The City's wetlands shall be conserved and protected from physical and hydrologic alterations, by implementing the following policies (Chapter 187.201, 8(b) 2, 4, 8, 10, and 14, 10(a), 10(b) 1, 2, 6, 7, and 10, FS; 9J-5.013(3)(a), FAC; ECFRPC Policies 4.23, 4.24, 4.25). Policy 4.1 The City's land development regulations ensure that: a) Site plans for new development identify the location and extent of wetlands located on the property. b) Site plans provide measures to assure that normal flows and quality of water will be provided to maintain wetlands after development. a) Where alteration or removal of wetlands is necessary in order to allow reasonable development of property, either the restoration or enhancement of disturbed wetlands will be provided or additional O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 19 of 23 City of Ocoee 10/6/2005 wetlands will be created to mitigate any wetland destruction, within the same site or watershed, if possible. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 4.2 The City shall protect and conserve the natural functions of wetlands by directing land uses incompatible with the protection and conservation of wetlands and wetland functions away from identified wetlands. The type, value, function, size, conditions and locations of wetlands will be factors used to consider land use changes. Where incompatible uses are allowed to occur, mitigation shall be considered and will be based on the regulations set forth in the Land Development Code (9J-5.013(3)(a)&(b), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 4.3 The City shall continue to utilize standards and guidelines through Land Development Regulations to protect wetlands, including: Prevention of excavation or filling unless the City Commission finds, on the basis of reasonable evidence, that there are no practical alternatives to the filling; Where wetland disturbance is permitted, requiring two -for -one replacement of area, maintenance of proximal locational relationship and functionality, and enforcement of alternative mitigation requirements if necessary; Retention of buffer areas in their natural state surrounding connected wetlands at a minimum width of 25 feet unless the City Commission finds that width impractical to maintain; Modifications in wetlands shall ensure that predevelopment water flow (rate and quantity) is maintained to preserve wetland viability; and e) Wetlands management shall conform to standards included in the Comprehensive Plan. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Objective 6 Ecological communities and wildlife, especially endangered and rare species, shall be identified, managed and protected, through the implementation of the following policies (Chapter 187.201, 10(a), and 10(b) 1-7, FS; 9J-5.013 (2)(b)(4), 9J-5.013 (2)(c)(5)&(9), FAC; ECRRPC Policies 4.26, 4.27, 4.28, 4.29, 4.30 & 4.31). O:\Wekiva Study Area\Wekiva Study Area —Proposed CP Amend Data -Analysis + GOPs.doc Page 20 of 23 City of Ocoee 10/6/2005 Policy 6.1 The City shall maintain a comprehensive inventory of ecological communities and shall seek to acquire the most valuable communities through Florida's Conservation and Recreation Lands (CARL) program or other assistance programs (9J-5.013 (2)(c) 9). Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(c), F.S.] Policy 6.2 The City's land development regulations include provisions for the protection and conservation of the natural function of existing soils including, but not limited the most effective aquifer recharge areas, karst features, wildlife habitat, lakes, floodplains, wetlands and ecological communities by the following methods (9J- 5.013(2)(c) 6 & 9, FAC; ECFRPC Policies 4.29 & 4.31). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(d), F.S.] Identify and preserve the most sensitive portions of each ecological community. Provide for a development plan, which promotes clustering of dwelling units away from sensitive portions of the community associations. Discourage the fragmentation of large ecological community associations. Provide for buffers with a minimum width of twenty-five (25) feet adjacent to the ecological community. Require sustainable management to restore affected disturbed communities. Provide comprehensive mitigation measures where environmental impacts are unavoidable. Policy 6.3 The City shall maintain performance standards in its land development regulations for species -specific habitats to protect native vegetative communities from destruction by development activities by regulating building in or near these areas. The performance standards shall be similar to those in Policy 6.2 (9J-5.013 (2)(c) 5). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] O:\Wekiva Study Area\Wekiva Study Area —Proposed CP Amend Data -Analysis + GOPs.doc Page 21 of 23 City of Ocoee 10/6/2005 Policy 6.4 The City shall assist, through local staff enforcement means, appropriate state and federal agencies responsible for enforcing regulations concerning rare and endangered plant and animal species. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 6.5 The City shall ensure that property owners use appropriate practices in preserving sensitive natural habitats, through the review of all building and clearing permits. Appropriate practices shall include but not be limited to: identification on development plans of specific habitat areas based on the City's comprehensive inventory and other sources, orientation of activities, structures, and disturbed areas away from those habitat areas and establishment of operational rules to respect habitat areas. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 6.8 The City may protect endangered and rare plant and animal species by use of conservation easements transfer of development rights, and fee simple acquisition and zoning where the protection of habitats cannot be accomplished through design review and development standards (ECFRPC Policy 4.26). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3)(b) & (c), F.S.] Policy 6.9 The City shall cooperate and coordinate with adjacent local governments to conserve, appropriately use, or protect sensitive natural habitats located within joint jurisdictions (9J-5.013(2)(c)(8), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Objective 7 The City shall seek to reduce water consumption. This objective shall be achieved by implementation of the following policies (Chapter 187.201, 8(a), 8(b)l, 2, 5, 9, 10, 11, 12, 13 & 14, FS; 9J-5.013(2)(b)2 and (2)(c)4, FAC; ECFRPC Policies 4.1, 4.2, 4.3, 4.4, 4.7 & 4.12). O:\Wekiva Study Area\Wekiva Study Area Proposed CP Amend Data -Analysis + GOPs.doc Page 22 of 23 City of Ocoee 10/6/2005 Policy 7.3 The City shall continue to promote the reuse of treated effluent in the City for irrigation of parks and landscaped areas to reduce the demand on existing potable water supplies. The City is committed to make available 0.5 mgd of treated effluent in the dual water system proposed for the Clarke Road corridor. In addition, as a condition for the approval of a consumptive use permit for the City's northern sprayfields and effluent disposal site, 0.5 mgd must be reused. The City will continue to deliver 0.7 to 0.8 mgd of treated effluent to the Forest Lake Golf Course. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.4 The City shall continue to implement the water reuse program on City -owned properties and eventually expand the program to include private sector users. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 7.5 The City will continue to strictly enforce district -declared water shortages declared by the South Florida Water Management District and St. Johns River Water Management District to ensure adequate protection of health and safety (9J-5.013(2)(c)(4), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Objective 8 The City shall continue to promote, through the following policies, the protection of natural reservations (as defined in the Recreation and Open Space Element) to lessen the adverse effects that adjacent developments might have (Chapter 187.201, 8(a), 8(b)2, 4, and 8, 10(a), 10(b)1-13, 19(a), 19(b)1-6; 9J- 5.013(2)(c)7, FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Policy 8.1 The City shall protect and preserve the historic sites and natural reservations identified in the Recreation and Open Space Element through their designation as Conservation Areas (9J-5.013(2)(c)7). 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'11Y 4 9z t viJol fg� Ll ds0H1­­'_ Ul)CA LO �,I C14 �A LL r 0) c eo < T w. 4) C14 T� 02 E 0 cu W JOD CJ w < K� 0 as < CL 0. t E 0 CL My r to CL CL 0 _R, (D 0) 7 tE c a. LL (D RIM, n­ 0 VXdOdV .9XV7 0 0 2:1 000'e 009' 0 0 10QJ OOOC = 140u! NIHON ITEM NUMBER IV. B Foote Residential Property Preliminary/Final Subdivision Plan Public Hearing be Center of Good 1,Ir" Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: October 3, 2005 Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Planning and Zoning Commission FROM: Catherine Armstrong, Planning Manag. THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Foote Residential Property Preliminary/Final Subdivision Plan Project # LS-2005-003 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for the Foote Residential Property? BACKGROUND: The Foote property is located on the northwest corner of Bluford Avenue and Orlando Avenue. To the south is the City of Ocoee Fire Station #1. The subject property comprises 2.72 acres with four single family lots roughly '/2 acre in size. The property is zoned Single Family R-1AA and is designated as Low Density Residential on the Future Land Use Map (FLUM). The site is undeveloped and scattered with oak trees. To the north of the subject property is the 30' right-of-way associated with Washington Street and is proposed to be vacated with the development of the Foote Property. Additionally, to the west of the subject property is 60' of right-of-way associated with Cumberland Avenue, which is proposed to be vacated with the development of the subject property. The 60' will comprise the majority of Lot 4. DISCUSSION: The Foote property is proposed to be developed with four residential single-family lots averaging '/2 in size each. The minimum lot size for the respective zoning district (R-1AA) is 9,000 square feet; front setback is 25 feet; side setback is 7.5 feet and rear setback is 30 feet. Minimum living area proposed by the developer is 1,400 square feet. Septic tanks will be provided for the four lots and water will be provided by the City of Ocoee. The developer is dedicating 10 feet of right-of-way along Bluford Avenue to the City of Ocoee for future The Planning and Zoning Commission April 1, 2005 Page 2 of 3 roadway improvements. Of these 10 feet, 5 feet will be comprised of a sidewalk installed by the developer. Access into lot #1-3 will be from Orlando Avenue and lot #4 will gain access from the north side of the property at Cumberland Avenue. Five-foot sidewalks are proposed along the property frontage on Orlando Avenue. On -site water retention is proposed via a master stormwater pond. This pond will tie into the existing City of Ocoee water retention pond located adjacent to the fire station. The applicant is requesting one waiver as follows: Article 2. Section 174-7B: Single-family home development approved for construction after June 7, 1994, shall include reclaimed water distribution mains and shall connect to the system when reclaimed water service becomes available. The justification for the waiver is based on discussions with the City Engineering Department, which indicated that the City has no intention to provide reclaimed water lines within the near future. Staff supports the waiver request. As mentioned previously, the applicant is also processing two right-of-way vacation requests for the 30 feet of Washington Street and 60 feet of Cumberland Avenue. This application is being processed simultaneously with the Preliminary/Final Site Plan and will be both heard by the City Commission on November 1, 2005. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 28, 2005 and reviewed the Preliminary/Final Subdivision Plan. Staff discussed with the applicant outstanding comments from the City Attorney relating to the Drainage and Stormwater Agreement between the applicant and the City of Ocoee. It was determined that the Public Works Department should coordinate the outstanding comments with the applicant in order to revise them prior to the City Commission meeting on November 1, 2005. The Utilities Department raised concerns regarding the lack of an additional fire hydrant at the end of Orlando Avenue. The applicant agreed to provide the additional fire hydrant. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan subject to the approval of the ROW vacations for Cumberland Avenue and Washington Street; Public Works Department working out the Drainage and Stormwater Agreement with the applicant; and subject to the installation of the fire hydrant at the end of Orlando Avenue. The applicant has revised the plans on September 30, 2005 showing the new fire hydrant. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for the Foote Residential Property, as date stamped received by the City on September 30, 2005 subject to the approval of the ROW vacations for Cumberland Avenue and Washington Street The Planning and Zoning Commission April 1, 2005 Page 3 of 3 and the Public Works Department working out the Drainage and Stormwater Agreement with the applicant prior to the City Commission meeting on November 1, 2005. Attachments: Location Map FLU Map Zoning Map Draft Drainage and Stormwater Agreement Draft Temporary Construction Easement Agreement Preliminary/Final Subdivision Plan date -stamped September 30, 2005. THIS INSTRUMENT PREPARED BY: Nicholas N. Palmer, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, FL 32802-2193 (407)423-7656 AFTER RECORDING RETURN TO: Engineering Department CITY OF OCOEE 150 N. Lakeshore Drive Ocoee, Florida 34761 DRAINAGE AND STORMWATER AGREEMENT THIS DRAINAGE AND STORMWATER AGREEMENT (this "Agreement") is made and entered into this day of , 2005 by and between GEORGE E. FOOTE, JR., whose address is 6635 Edgewater Drive, Orlando, Florida 32810 (together with his successors and assigns, hereinafter referred to as the "Owner") and the CITY OF OCOEE, a Florida municipal corporation, whose address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as the "City"). WITNESSETH: WHEREAS, the Owner is the fee simple owner of real property lying and being situate in Orange County, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein (the "Foote Property"); and WHEREAS, the City is the fee simple owner of real property lying and being situate in Orange County, Florida, more particularly described in Exhibit "B" attached hereto and incorporated herein (the "Retention Pond Land"); and WHEREAS, the City has prior to the date hereof constructed a retention pond on a portion of the Retention Pond Land (the "Existing Retention Pond") that provides certain drainage and stormwater benefits to the City; and WHEREAS, Klima Weeks Civil Engineering, Inc., (the "Applicant"), as the authorized representative of the Owner, has applied to the City for approval of a preliminary/final subdivision plan for the Foote Property (the "Application"); and WHEREAS, as part of the Application review process, the Applicant has proposed to direct drainage and stormwater flow from the Foote Property to the Existing Retention Pond; and WHEREAS, to accomplish the foregoing, the Existing Retention Pond must be expanded, modified and improved (the "Expanded Retention Pond") on the Retention Pond Land; and WHEREAS, the City is willing to permit such changes to the size, configuration, and use of the Existing Retention Pond consistent with the design, engineering and construction details contained in the Approved Final Subdivision Plan (defined below), and subject to the terms, conditions and limitations of this Agreement; and WHEREAS, in furtherance of the foregoing, the City Commission of the City on , 2005 approved, subject to the execution of this Agreement, the preliminary/final subdivision plan for the Foote Property as prepared by the Applicant and date stamped as received by the City on , 2005, with such additional revisions thereto as may be reflected in the minutes of said City Commission meeting (the "Approved Final Subdivision Plan"); and WHEREAS, the Approved Final Subdivision Plan includes the design, engineering and construction details for the Expanded Retention Pond on the Retention Pond Land; and WHEREAS, the parties hereto acknowledge that each has all authority, right, and power necessary to enter into this Agreement, and that this Agreement is a valid, binding contract in accordance with its terms; and WHEREAS, the parties now wish to reduce their understanding to writing in this Agreement with respect to the matters set forth herein. NOW, THEREFORE, in consideration of the covenants stated herein and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the parties hereto agree as follows: SECTION 1. Recitals. The foregoing recitals are true and correct and are incorporated herein by reference. SECTION 2. Development in Accordance with Approved Final Subdivision Plan. The Owner, through himself, his agent, contractors, consultants or his employees, and at no cost to the City whatsoever, shall construct the Expanded Retention Pond in accordance with the Approved Final Subdivision Plan and all permits and approvals issued by the City and other governmental entities. SECTION 3. Modification to Existing Retention Pond. (a) Easement. Contemporaneous with the execution hereof, the City shall grant a non-exclusive temporary construction easement to the Owner over the Retention Pond Land to construct and expand the Expanded Retention Pond in accordance with the Approved Final Subdivision Plan. The easement shall be in a form acceptable to the City and shall be recorded, at Owner's expense, in the Public Records of Orange County, Florida. (b) Construction and Bond. Prior to the commencement of any such construction activities, the Owner shall provide a completion and payment 2 bond in an amount equal to 115% of the estimated cost of completing construction of the Expanded Retention Pond and otherwise be in compliance with the requirements of the City's Land Development Code. The City shall cooperate in obtaining all necessary permits and in taking all other actions necessary to facilitate the construction of the Expanded Retention Pond. (c) Existing Drainage. During the course of construction of the Expanded Retention Pond, the Owner agrees to take all actions that are necessary to assure that the Existing Retention Pond continues to provide drainage and stormwater capacity for the City of Ocoee Fire Department and other property adjacent thereto. (d) Fill Material. The Owner, at Owner's expense, shall be responsible for the removal from the Retention Pond Land of any fill material generated as a result of the construction of the Expanded Retention Pond. (e) Liens and Encumbrances. The Owner shall keep the Retention Pond Land free and clear of all liens and encumbrances. SECTION 4. Maintenance of Expanded Retention Pond. (a) Operation and Maintenance of Existing Retention Pond. From the date that the Owner commences construction of the Expanded Retention Pond until the date on which a Certificate of Completion is issued by the City for the Expanded Retention Pond (the "Construction Period"), the Owner shall adequately and lawfully operate, maintain and repair, at its expense, the Existing Retention Pond and the Expanded Retention Pond in accordance with applicable state and local laws and in accordance with this Agreement. (b) Operation and Maintenance of Expanded Retention Pond. At the time the City issues a Certificate of Completion for the Expanded Retention Pond, the City will assume all operation, maintenance and repair responsibilities with respect to the Expanded Retention Pond. Thereafter, the Owner shall be relieved of all liability and responsibility for the Expanded Retention Pond. (c) Control by City. During the Construction Period, should the Owner fail to properly operate, maintain or repair the Existing Retention Pond, the Retention Pond Land, or the Expanded Retention Pond in accordance with all applicable requirements or fail to maintain insurance as set forth below, then the City shall have the right to take such actions as are reasonably necessary to correct the violations and may charge the Owner. The Owner shall reimburse the City for the costs thereof within thirty (30) days of receipt of an invoice for any such expenses incurred by the City. (d) Insurance. The Owner shall at all times during the Construction Period maintain liability insurance with respect to the Retention Pond Land in the amount of $1,000,000.00 (or such greater amount as may reasonably be required by the City) naming the City as an additional insured. The City shall N be provided with a Certificate of Insurance which provides that such insurance will not be cancelled without at least thirty (30) days notice to the City. SECTION 5. Future Modifications to Expanded Retention Pond. The City, at its sole option, may elect to have the Expanded Retention Pond further modified and/or enlarged in the future without any requirement to amend the Approved Final Subdivision Plan and without the consent and approval of the Owner. SECTION 6. On -Site Facilities. This Agreement shall not be construed to relieve the Owner of his independent obligations to design, engineer, permit and construct, at his sole cost and expense, such on -site collection systems as may be necessary to connect other lands to the retention pond and certain other drainage facilities and appurtenances as set forth in the Approved Final Subdivision Plan, and to convey stormwater from the Foote Property to said facilities. SECTION 7. Exclusive Benefit. This Agreement is for the exclusive benefit of the Foote Property. SECTION 8. Mutual Use. The City and the Owner mutually agree to abide by all applicable laws, statutes, ordinances, rules and regulations relating to their respective uses of the Retention Pond Land and the Expanded Retention Pond. SECTION 9. Use without Interference. Except as expressly set forth herein, the City reserves the right to utilize the Retention Pond Land for any purpose, including but not limited to public recreation uses, which does not interfere with the use of the Retention Pond Land by Owner for the purposes set forth herein. SECTION 10. Release. The Owner hereby releases and discharges the City from any and all liability, claims, rights, demands, causes of action, judgments, executions, debts and obligations of whatsoever kind or nature, whether based on tort, contract, or any other form of relief, which the Owner has ever, now has, or may ever have, whether or not such claims are known or unknown, which arise directly or indirectly from any failure of the Expanded Retention Pond to function in any manner whatsoever, including but not limited to design or maintenance failures. SECTION 11. Indemnity. The Owner agrees to indemnify, defend and hold harmless the City from and against any and all claims, actions, causes of action, loss, damage, injury, liability, cost or expense, including without limitation attorneys' fees (whether incurred before, during or after trial, or upon any appellate level), arising from the Owner's use of the Retention Pond Land, the construction of the Expanded Retention Pond, or from the exercise by the Owner of any rights granted by this Agreement. Upon full completion of the construction of the Expanded Retention Pond and issuance of a Certificate of Completion with respect thereto by the City, the Owner shall be released by the City as to the indemnity obligation set forth herein. SECTION 12. Covenant Running with the Land. This Agreement shall run with the Foote Property and shall 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 Foote Property or any portion of thereof. M SECTION 13. 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 person(s) hereinafter designated, or (ii) the business day immediately following the date on which such notice is sent by next -day delivery or courier service, addressed to a party at the address set forth opposite the party's name below, or to such other person or address as the applicable party shall have specified, from time to time, by written notice to the other party delivered in accordance herewith: Owner: George E. Foote, Jr. 6635 Edgewater Drive Orlando, FL 32810 City: City of Ocoee Attention: City Manager 150 North Lakeshore Drive Ocoee, FL 34761-2258 SECTION 14. Attorneys' Fees. In the event that either party 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, paralegal 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 15. Amendments. No amendment, modification or other change in this Agreement shall be binding upon the parties unless in writing an executed by all the parties hereto. SECTION 16. 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 17. Applicable Law. This Agreement and the provisions contained herein shall be construed, controlled and interpreted according to the laws of the State of Florida, with venue in the Circuit Court in and for Orange County, Florida. SECTION 18. Time is of the Essence. Time is hereby declared of the essence to the lawful performance of the duties and obligations contained in this Agreement. SECTION 19. Further Documentation. The parties agree that at any time following a request therefore by another party, each shall execute and deliver to the other party such further documents and instruments, in form and substance reasonably necessary to confirm and/or effectuate the obligations of each of the parties hereunder. SECTION 20. Agreement; Amendment. This Agreement, along with the Approved Final Subdivision Plan, constitute the entire agreement between the parties, and supersedes all previous discussions, understandings and agreements, with respect to the subject 5 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 21. Captions. 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 the Agreement. SECTION 22. Severability. If any word, 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 so long as the purpose and intent of this Agreement can still be achieved. SECTION 23. Effective Date. The Effective Date of this Agreement shall be the day this Agreement is last executed by a party hereto and such date shall be inserted on Page 1 of this Agreement. SECTION 24. 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. SECTION 25. 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. IN WITNESS WHEREOF, the Owner and the City have caused this instrument to be executed by their duly authorized elected officials, partners, and/or officers as of the day and year first above written. 31 Signed, sealed and delivered in the presence of - Print Name: Print Name: Signed, sealed and delivered in the presence of: Print Name: Print Name: FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 2005 FOLEY & LARDNER LLP City Attorney OWNER: George E. Foote, Jr. CITY: CITY OF OCOEE, a Florida municipal corporation UO-A S. Scott Vandergrift, Mayor Attest: Beth Eikeneberry, City Clerk APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2005 UNDER AGENDA ITEM NO. 7 STATE OF _ COUNTY OF I HEREBY CERTIFY that on this day before me, an officer duly authorized in the State and County aforesaid to take acknowledgements, personally appeared GEORGE E. FOOTE, JR., and that he acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily. He [ ] is personally known to me, or [ ] produced as identification. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. Signature of Notary Name of Notary (Typed, Printed or Stamped) Commission Number (if not legible on sea My Commission Expires (if not legible on 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, well known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, a Florida municipal corporation, 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. They are personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this day of .2005. 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: 8 EXHIBIT "A" Lot 6, Block 4, Map of Ocoee as recorded in Plat Book A, Pages 100 & 101 of the Public Records of Orange County, Florida EXHIBIT "B" Lot 8 and Lot 11, Block 4, lying East of the abandoned CSX railroad and the west 30.00 feet of vacated Cumberland Avenue lying adjacent thereto, Map of Ocoee as recorded in Plat Book A, Pages 100 & 101 of the Public Records of Orange County, Florida. 10 THIS INSTRUMENT PREPARED BY: Nicholas N. Palmer, Esq. FOLEY & LARDNER LLP 111 North Orange Avenue, Suite 1800 Post Office Box 2193 Orlando, Florida 32802-2193 (407)423-7656 THIS INSTRUMENT SHOULD BE RETURNED TO: Engineering Department City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 NON-EXCLUSIVE TEMPORARY CONSTRUCTION EASEMENT AGREEMENT THIS NON-EXCLUSIVE TEMPORARY CONSTRUCTION EASEMENT AGREEMENT (this "Easement Agreement") is made and entered into this day of , 2005, by and between the CITY OF OCOEE, a Florida municipal corporation, whose address is 150 North Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as the "Grantor"), and the GEORGE E. FOOTE, JR., whose address is 6635 Edgewater Drive, Orlando, Florida 32810 (hereinafter referred to as the "Grantee"). WITNESSETH: WHEREAS, Grantor is the owner of that certain real property located in Orange County, Florida, as more particularly described in Exhibit "A" attached hereto and incorporated herein by this reference (the "Easement Property"); and WHEREAS, pursuant to the terms of that certain Drainage and Stormwater Agreement entered into between the parties hereto of even date herewith, Grantor has agreed to grant and convey to Grantee, a non-exclusive temporary easement over, upon and across the Easement Property for the specific and limited purposes hereinafter set forth. NOW, THEREFORE, in consideration of the mutual covenants, promises, terms and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: Section 1. The above recitals are true and correct, form a material part of this Agreement and are incorporated herein by reference. Section 2. Grantor hereby gives, grants, bargains, sells and conveys to Grantee a non-exclusive temporary easement over, upon and across the Easement Property for the purposes hereinafter stated (the "Easement"), all subject to the terms, conditions and limitations set forth herein. Section 3. Grantee's use of the Easement Property shall be for the purpose of Grantee, through himself, his agents, contractors, consultants and employees, performing such activities on the Easement Property as Grantee may deem reasonably necessary in connection with the construction of improvements to the existing retention pond located on the Easement Property (the "Pond Improvements") in accordance with the design, engineering and construction details contained in the Preliminary/Final Subdivision Plan for the Foote Property, as prepared by Klima Weeks Civil Engineering, Inc., date stamped received by the Grantor on , 2005, and approved by the City Commission of the City of Ocoee on , 2005. Section 4. This Easement is non-exclusive, and Grantor reserves to itself, its successors and assigns, the non-exclusive right to use, pass and repass over and upon the Easement Property. Each party shall use the rights granted and reserved by this Easement Agreement with due regard to the rights of the other party to use and enjoy the Easement Property. Section 5. This Easement shall terminate upon the earlier of (a) the issuance of a Certificate of Completion with respect to the Pond Improvements by Grantor, or (b) twelve (12) months from the date hereof. Upon termination of this Easement, Grantee shall record a Notice of Termination in the Public Records of Orange County, Florida. Section 6. Grantee shall, at his sole cost and expense, restore any improvements located on or adjacent to the Easement Property that are damaged by Grantee or his agents, contractors, consultants or employees incident to the construction of the Pond Improvements to a condition which approximates as closely as is reasonably practicable the condition of said improvements prior to being damaged by Grantee. Section 7. Grantee agrees to indemnify and hold harmless Grantor from and against any and all claims, actions, causes of action, loss, damage, injury, liability, cost or expense, including without limitation attorneys' fees and paralegal fees (whether incurred before, during or after trial, or upon any appellate level), arising from the Grantee's use of the Easement Property or from the exercise by the Grantee of any rights granted by this Easement Agreement. Section 8. This Easement Agreement shall be binding upon and inure to the benefit of the parties specified herein, their respective legal representatives, successors and assigns, and the benefits and burdens hereof shall run with the Easement Property. Section 9. This Easement Agreement may be modified or amended only upon the mutual written consent of Grantee and Grantor, or their respective legal representatives, successors and assigns. -2- IN WITNESS WHEREOF, the parties hereto have subscribed their names and have caused this Easement Agreement to be executed as of the day and year first above written. Signed, sealed and delivered in the presence of: Print Name: Print Name: FOR RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 2005 FOLEY & LARDNER LLP I0 City Attorney Signed, sealed and delivered in the presence of: Print Name: Print Name: CITY OF OCOEE, a Florida municipal corporation Attest: S. Scott Vadergrift, Mayor Beth Eikenberry, City Clerk (SEAL) APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2005, UNDER AGENDA ITEM NO. GRANTEE: George E. Foote, Jr. 1 -3- 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, well known to me to be the Mayor and City Clerk, respectively, of the CITY OF OCOEE, a Florida municipal corporation, 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. They are personally known to me. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. 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): STATE OF FLORIDA ) COUNTY OF I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid, to take acknowledgements, personally appeared before me GEORGE E. FOOTE, JR. who ❑ is personally known to me, or who ❑ produced as identification, and who acknowledged that he/she executed the foregoing instrument freely and voluntarily for the uses and purposes expressed therein. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2005. 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): ME EXHIBIT "A" Lot 8 and Lot 11, Block 4, lying East of the abandoned CSX railroad and the west 30.00 feet of vacated Cumberland Avenue lying adjacent thereto, Map of Ocoee as recorded in Plat Book A, Pages 100 & 101 of the Public Records of Orange County, Florida. -5- FOOTE PROPERTY PRELIMI OWNER: GEORGE E. FOOTE JR. 6635 EDGEWATER DRIVE ORLANDO, FLORIDA 32810 PH: 407-293-0120 FAX: 407-298-5739 footesteel@mpinet.net ENGINEER/APPLICANT: JAY A. KLIMA, P.E. KLIMA WEEKS CIVIL ENGINEERING, INC 401 WEST COLONIAL DRIVE SUITE 2 ORLANDO, FLORIDA 32804 PH: 407-447-5959 FAX: 407-447-596o sweeks@ldimaweeks.com SURVEYOR: GARY B. KRICK SOUTHERN SURVEYING & MAPPING CORP. 650o ALL AMERICAN BOULEVARD ORLANDO, FLORIDA 32810-4350 PH: 407-292-8580 FAX: 407-292-0141 GEOTECHNICAL: ANTILLIAN ENGINEERING ASSOCIATES INC. 3331 BARTLETT BOULEVARD ORLANDO, FLORIDA 32811 PH: 407-422-144.1 FAX: 407-422-2226 antillian@earthlink.net UTILITY SERVICE PROVIDERS: WATER SERVICE: CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761 PH: 407-905-3199 WASTEWATER SERVICE: CITY OF OCOEE 150 N. LAKESHORE DRIVE OCOEE, FLORIDA 34761 PH: 407-905-3199 ELECTRIC SERVICE: PROGRESS ENERGY 452 E. CROWN POINT ROAD WINTER GARDEN, FLORIDA 34787 PH: 407-905-3303 PHONE SERVICE: SPRINT 33 NORTH MAIN STREET WINTER GARDEN, FLORIDA 34777 PH: 407-814-5375 CABLE SERVICE: BRIGHTHOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FLORIDA 34761 PH: 407-291-2500 WAIVER TABLE: CODE CODE PROPOSED JUSTIFICATION SECTION: STANDARD: STANDARD: FOR WAIVER: ARTICLE 11 SINGLE—FAMILY HOME DEVELOPMENT SEC. 174-7B APPROVED FOR CONSTRUCTION AFTER JUNE 7, 1994, SHALL INCLUDE RECLAIMED WATER DISTRIBUTION MAINS AND SHALL CONNECT TO THE SYSTEM WHEN RECLAIMED WATER SERVICE BECOMES AVAILABLE. NO RECLAIMED SYSTEM TO BE INSTALLED. BASED ON DISCUSSION WITH CITY STAFF, NO INTENTION TO PROVIDE RECLAIMED WATER LINES WITHIN THE NEAR FUTURE. S001 C100 C200 C201 C300 C400 C401 C500 C501 C502 Y/ LS B I FINA U DVISIONPLAN HEFT INDEX BOUNDARY AND TOPOGRAPHIC SURVEY i SURVEY PLAN DEMOLITION & EROSION PLAN PRELIMINARY/FINAL SUBDIVISION PLAN CONDITIONS OF APPROVAL GEOMETRY & UTILITY PLAN GR.ADIlG & DRAINAGE PLAN STO WATER POLLUTION PREVENTION PLAN (SWPPP) SITE DETAILS NTS 44 4 li v • LEGAL DESCRIPTION: Lot 6, Block 4 and Lot 8 and the North 87 feet of Lot 11, Block 4. lying East of abondoned CSX Railroad, Map of Ocoee as recorded in Plat Book A, Pages 100 and 101 of the Public Records of Orange County, Florida. GENERAL INFORMATION: SITE DATA TABLE: EXISTING ZONING — R-1AA SINGLE FAMILY DWELLING MINIMUM LOT SIZE — 9,000 SF. MINIMUM FRONT BUILDING SETBACK — 25 FEET MINIMUM SIDE BUILDING SETBACK — 7.5 FEET MINIMUM REAR BUILDING SETBACK — 30 FEET MINIMUM LOT WIDTH — 75 FEET MAXIMUM BUILDING SITE COVERAGE — 35% MAXIMUM IMPERVIOUS SURFACE — 50% MAXIMUM BUILDING HEIGHT — 2—STORY / 35 FEET MINIMUM LIVING AREA: 1,400. SF. ADJACENT ZONING: NORTH — R-1A/R-1AA EAST — R-1AA SOUTH — PS/R-1AA WEST — R-1AA TOTAL LOTS — 4 SCHOOL AGE POPULATION: 4 SINGLE FAMILY DWELLINGS 0.404X4=1.62 EXISTING LOT DESCRIPTIONS: — MODERATELY WOODED WITH GRASS — NO CONSERVATION ZONES SOIL TYPE: — URBAN LAND — SMYRNA—URBAN LAND COMPLEX FLOOD ZONE: THIS PROJECT IS IN FLOOD ZONE "X" PER FEMA FIRM PANEL No. 12095 CO220 E. LOT AREAS: LOT AREA (SF) AREA (AC ii 1 24,220 0.56 2 21,945 0.50 3 21,950 0.50 4 20,153 0.46 STORMWATER CALCULATIONS: ALL STORMWATER MANAGEMENT SYSTEMS SHALL COMPLY WITH CITY OF OCOEE CODE AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT REGULATIONS. UTILITY NOTES: 1. POTABLE WATER PROVIDED BY CITY OF OCOEE UTILITIES. Q 2. FIRE PROTECTION WATER SUPPLY SHALL MEET THE REQUIREMENTS OF CITY OF OCOEE FIRE DEPARTMENT. SITE AREAS: DEVELOPED SITE AREA: 2.72 ACRES OPEN SPACE: 1.81 ACRES IMPERVIOUS AREA: 0.91 ACRES z€ S E P 3 0 2005 I T m O O D r f' N=z r �o8n - r Z r, r. p p 5 080 J -4 '2 D > V CT CT N we 44 C)cnOm O �O .p N G�CIVIL NINEERING a �y � ASPHALT PAVEMENT ' 9t u' �ry��ti �titi' ryti' ��ti• 1ryti + + rb 0, 12 lrV 1C0NOC `LVFO ETE.J✓AL 122.77p FOUND � 22 82 JWG WL <, ,O ,rye 1yti r +. + n WL ASPHALT PAVEMENT .ti�0ti OFOUND \ FOUND FOUND LOT 5, BLOCK 4 MAP OF OCOEE PLAT BOOK A, PAGE 100-101 ND 4"tL ID x4' .L& �DD1- -_.. 36 1 TWIN 0 o WASSHINGTON STREET + LS 886 ',-', LS 886 LS 886 ' O� 00 , 60 R/W PLA�f;. BOOK A, PAGES 100-101 1� p, i ! ..............I . I.....................................�;. .... _... _......................_.,. ... WL L ..........FOUND 4' � WL � NO ID 126. 4 r Q'5 17 r ° 14 r 32 0 -' \ �.. � y y , „ FOUND 0 5o x oo5D' \, - - - - SET 5/a" e _ ti �• N`89 48 32 E� 5.00 (M) 12s.7s +'2 LB 21Q8 �' -' \y D "-' '--`-�-„- -� ,�. jj METAL PLATE ON TOP ' 126.56 ?� TWIN +' + ` 345.00' (P) 1ti�" " - - 17�1 TWIN 12' 15 tf D1 12 TWIN 15 {� j '15 I +1' WIN i 16 $l, I ' :.... TWIN �? 126.61 17 12 € 16 TWIN 1117 1 TWIN 126.46 + \ k g \ v �T `� � �J ' �' tip• ' TWIN i 1, 14 TWIN \ 14 ' �v yLh W i 1 J5 n m 0 + + \ ! I o q j ��j. O Q O^� j CN W rn: + i 36 �y^� LOT 6, BLOCK 4 40 1 LOT 7, BLOCK 4 ( Q �� n ZO MAP OF OCOEE {` +� + \ \ +� n PLAT BOOK A, PAGE 100-101 I\ SITE BENCHMARK A P O F 0 C 0 E E ! \R�VF i2s.5g i� \r.I FOUND 5/8" NOT INCLUDED +ti �-i ( ) < O Q �` _ El FVATIONv123.44 TWIN PLAT BOOK A, PAGES 100 & 101 \ r- 0 C� Q Q0 O 10 ` d� 0 _l Z ; so t6 (VACAN T) 17 , o� 22 ; yeP 0')LA �� 12f2b^jT AB-4 AB-1 //yy�� / 0 W I 126.24, 0 17roll; I TWIN I ; 126.12 13 o t 0 15 12 ° 12 N 22�1 ® ! 12 22 10 9 i6 16 �^ J U'�� �.5. �F, AB-3 4)10 i 4 126.1�. hk 126.0E ' TWIN �9 '13 TWIN + ° f TRIPLE TvnN 24 ; t15 16 12 11 126. 28 9 2 24 �4' 18 �� 125 LF 126.1 "345.00' (P) i FOUND IRON ROD 125.E WITH 0.5' x 0.5' OUND -- '� T-1T�-�� ' i METAL PLATE ON TOP 125.75 .� �s �. .e® ..� LBi4475 ti TWIN S89°46 51 W 345.00 �� O R L A N D O STREET %' 1' ryh rti� 5 TRUNKS 125.74 . O :. +..�i..._. 8 15� 1ry� 0 +� i 1 �. 1O 28 c' ;.. _...__.... 16 ........... `JC..._ 2� g 24.69 0 ' S 1 60 R W UNIMPROVED r +,tip' _............. -1�... + __ w. _.... _. s� e '' 9 32 °• ' °� ti _. ryL ::.... .. _.. +.... _....... ...._. �ti _.._. a7._.. + 124.69 q. 30 6 �/ 8 5.50 6 TRIPLE �/ (P.B. A, PGS 100 & 101) + _ .M... 4., - �O� 1? ` �+ ..,; +rid a j 125.45 - 125.94 96 c _ s.• 12 y0 n a .-._._._. -.._._ dry _... .. 1, g % {' 4j• >/ 125.94 ............:�� 1`1`l'.__.�_..;, ..�_�.._.�..._ +ry .}� wry. ��6 1 � ,� �0•� ,. � i u••._. 5.07 ,25� o`l' 0 �2 _......_ h 1 ti R• )G 125.D4 F 126.02 6. 50 + _._ - - + '- �. �FI R E STATIC Nl �ry0. .: , --- . A.7 121 _ _.. ..0 - �ti + �� ; l 26.0z g• _._._. G 3 20 TWIN 3 _.............+ _.._,•f ++ i + 1 L4:7.4 h' + �D -- TA04~ ti' 1 r ENTRANCE +1zs.so + .- D 5/8" �ti T,RIPLE i , 124.99 125.38 I; h ._ ' y 11 124.67 125.64 125.63 y 125.9 y _ S89.45 1 E 124.23 QID) LB2108 + % TRUNK l 1245}5 �3 125.26 �ti'' `'s r'S ° ti IRON PPE NOID /4' `'h' \ 1 6 S9, 125.8 FOU1q�125.68 SET 46sW "E 123.32 (M)+��FOUND 1 / IRON PNPE NO ID Sp'', L h 125.53 'S 6 125.59SITE .�rL ~J• 'L / A- '5 WLI i i 126.43 + ,�SSF I� N WASHINGTON STREET 60' R/W .54 0 = BUSH 25.35 cj = FIRE HYDRANT �'Q �. = DOWN GUY o" = MAILBOX = POWER POLE w 4 •.. = NON -TRAFFIC SIGN 126.37 w o 126.17 oCn = TRAFFIC SIGN U w "� �o I o 0- ❑ = WATER METER LL 00 0-4 = WATER VALVE 0 rn -'W-- = WATER LINE 126.39 a I- 26.08 .24 Q 126EJ -BEL- = BURIED ELECTRIC LINE � � 126.05 -BTL- = BURIED TELEPHONE LINE -OU- = OVERHEAD UTILITIES (C) = CALCULATED ,\ 26.17 125.90 126.10 12 003 OR.LANDO STREET ALSO KNOWN AS ORLANDO AVENUE 60' R/W s - l 0 0.11 E 0.31'S 0.09 E & 0.23 S \l + i `t 1 4 8+Al%.24 O 125.64 RAV. PT. TME"7 COT 830; P �2--- - - - + i��H:� x - 21O ' ELEE ( E �? F4)UND 5/8" /17 ci9 �hi S VATION=125.99 5`C��7 I1 LB\3019 + i�22 ��3 t- LJ 24 gg 2 + h , 4 p CONCRETE WALK X f' FOUND 3/4" i 17 CA TWIN u ^ti i� �� �rL 6 k0 ASPHALT DRIVE oQ,,� ly, W - r \ry ry�'G�• 125.98 'J �o h 6' 125.32 I IRON PIPE NO ID 3i r 14 �y� �^� DO h �h' 0 �rLl-��-� , 125.44 0.83'W & 0.68'S i. ryrL' 125.98 '\D' EASTERLY RIGHT OF ,l 1 TWIN � �txj' ��? o LOT 9 BLOC �yh' I s� WAY LINE OF THE , LOT 8 °0 `(�. M A P O� F 0 C 0 E E Q SEABOARD COASTLINE TWIN 20 `n 1'6 (Q bi PLAT BOOK A, PAGES 100 & 101 RAILROAD 1t ¢ C 0 L U M B U S ADDITI O N 18 00 ° PLAT BOOK 15, PAGE 27 rye ' i 3 CO. U �. c} �/ O > LL n t_ L77 ¢ LJ- O O > n � � Q z Qr� O v l z �ti' �o I LL_ + 8 THE 87' U_Q �X 1 wo�- Joy F LOT 11, BLOCK 4 �o� zzw� i-'-I I 12 O m W J oo i III-L> /My�� ' . 19 19 �� U r W W >> E EE mo (� 4Q � . • 12 W `C +�J � O. W � J 00 1., 14 p = C7 w U Z � l %WIN B-2 8 `Q CE f it i ti �� z 0 19 20 27 �' `KIT t �Lh. p 0 5 EL NO IMPROVEMEN TS TWINsr U -7E 17 ON LOT j ;� i ' +,2?S or + 3•CE 4 r `,J O SITE BENCHMARK 16 5 6� FOUND 5 88- 0. ' g ' : `;�'L°`• O SSMC TRAV.PT. 53 E ? , I ELEVATION=122.22 + 4 L ;FOUND 1 1/2" _..... LOT 11 - _....._.... _......_..... ,� .�. FOUND 1 1/2" _...__ IRON PIPE NO# .1 NO ID + S89°31'02"W 95.44'1 (M) N89"46'17"W 96,00' (D) > REMAINDER OF z LOT 11 cn 10 M co 00 � ao W' I� I� N89'46'51 "E 29.90' (C) SATELLITE DISH 0 © = FLAT GRATE INLET = POST �- = SERVICE POLE = TRAFFIC CONTROLLER CABINET = TRAFFIC SIGNAL SPAN POLE ❑ = WIRING PULL BOX © = BURIED CABLE TV PEDESTAL © = BURIED ELECTRIC PEDESTAL = BURIED TELEPHONE PEDESTAL O = WATER SPIGOT - X - = CHAIN LINK FENCE = TREE 14 0 - OAK SIZES SHOWN ARE G - SWEET GUM TRUNK DIAMETER S - SYCAMORE IN INCHES CIT - CITRUS CE = CEDAR 0 = CONCRETE MONUMENT 0 = IRON PIPE • = IRON ROD ;4 = LIGHT POLE 0 = NAIL W/DISC = SOIL BORING WITH got-x DESIGNATION NUMBER C. = BACKFLOW PREVENTER - X - = CHAIN LINK FENCE - 0 - = POST AND RAIL FENCE - - - = WOODEN FENCE R/W = RIGHT OF WAY (M) = MEASURED (P) = PLATTED (D) = DEEDED 1' = 30' GRAPHIC SCALE 0 15 30 60 DESCRIPTION Lot 6, Block 4 and Lot 8 and the North 87 feet of Lot 11, Block 4, lying East of abondoned CSX Railroad, Map of Ocoee as recorded in Plat Book A. Pages 100 and 101 of the Public Records of Orange County, Florida. SURVEYOR'S REPORT: I. Utility locations If shown hereon are based on field location of markings by Utility Company representatives, surface features and construction plans furnished to the surveyor. Additional sub -surface utilities may exist that have not been field located. 2. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated Into this drawing with appropriate notation. Other easements may be discovered by a search of the Public Records. 3. Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61G17-6 requirements. 4. Not valid without the signature and raised seal of a Florida licensed surveyor and mapper. 5. Features shown by symbol as indicated in the legend are not to scale. 6. Vertical information shown refers to Orange County Datum R-364-016. an X-cut in the center of a headwall East of Maquire 500'f North of State Road 50, Elevation=120.992. (NGVD29) 7. The electronic image of this map contains horizontal positions for all features shown relative to State Plane Coordinates. S. This Survey was performed without benefit of a Title search. A Title search may reveal additional information affecting the Parcel as shown. 9. The 60.00' Right of Way for Orlando Avenue and for Bluford Avenue is per Plat Book 15, page 27 and Plat Book A. pages 100 and 100. 10. Right-of-way information shown hereon is based on Plat information and recovered monumentation. 11. Bearings shown hereon are based on the Westerly right-of-way line of Sluford Avenue, being S 00'4347„ E (assumed). revision 0 A A A A A description drawn by: checked by: date: 01/31/05 plot scale: 1"= 30' Project number: 04FOOTool file name: G1oo date Boundary & Topographic Surveysav STERN suxarican Boulevard`'�� coxp Orilan a Fkwidda =6i0-4350 (407)292-8580 fa=(407)292-0141 Survey Date: Drawing Number CerL Na IS-2= ,tune 11, 2004 48017004 Scale: 1 =30, e-nuQinfoiso d. yinaom Drawn By, DC For. Foote Steel 100 GARY 8 BRICK 48017o04 Regletered land Surveyor No. 4245 0 100 / Construction Documents A > 1_' , ._. ;+_o : : Wit,,,;,._,� : : . N ; � I : i,1, .I,'s-, . _ : : 0 I L (_) 1' 5', - - B 1- OCK 4 1 : I I MA""' C PLAT E-'MOK At IPAGE 100 .... 1 0 i � - I I ............... . ' I ""�: \_ _�,'-�__________,.L)_ - - �, ! 1 �r I .- �_ . - - ,� t, 'I tt" .1 1. '. —1 — — — — I'. � I � , - - I .. ..-. , ... _____7 - , K , I I j, 1`1 ... �, .77 - , 1� CCINC-.�_�-*.. ,�.. 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I �i� I .. , ��, , '� . : : C -� - , ... � , ­n E. ,'-" I �­ ..., (.. K . , I - . � 1._.,f5::*:0g " .. � . � : I i I ... 3 I '. ;�, / I I : ! : . I ::=: i(Ii : �").� I I I , F. ,.; - U 0 1`2 - I I It. 1.11 " X : . , 11�1 / ." -):• .. ...?I "� � : . . , I . .. , , �' I* ;,��:::*Q:e� *�::)��::-(=:: ') -� % , I I �. '. I .. C.� - ;M:: ,..� , , . - - : V . ..... i . : : ,.� t' 1?".5.3 L.r.", . :.1\ : , . 11 ., - � co 0, %, �­ — : ;I . ... 1. . I : . . . . - . .. �, ,�, . .: :: I ` Fz:�,* wk�::��'. " � , .. " , %•\ � ...=.:, ., . ... . ill 1: 311 .. .? . - � -.-.� - . . .. �,.� . - - . .. .. :1 ..: , \ * il,\ .. . - 11 I DEMOLITION LEGEND TREE PROTECTION NOTES 1. PROTECT EXISTING TREES NOT MARKED ON THIS PLAN FOR REMOVAL AGAINST: - UNNECESSARY CUTTING BREAKING OR SKINNING OF ROOTS - SKINNING AND BRUISING OF BARK - SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS WITHIN DRIP -LINE - EXCESS FOOT OR VEHICULAR TRAFFIC - PARKING VEHICLES WITHIN DRIP -LINE 2. PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN HEALTH DURING CONSTRUCTION ACTIVITIES. 3. WHEN NECESSARY TO CUT ROOT OVER 1-,V2" DIA. MAKE CLEAN CUT. COAT CUT FACES OF ROOTS WITH AN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE COATING FORMULATED FOR USE ON DAMAGED PLANT TISSUES. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE. 4. INTERFERING BRANCHES MAY BE REMOVED AT THE DIRECTION OF THE CITY INSPECTOR AND/OR BY A QUALIFIED TREE SURGEON. 5. REPAIR OR REPLACE TREES TO REMAIN, WHICH ARE DAMAGED BY CONSTRUCTION ACTIVITIES, :IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT. A QUALIFIED TREE SURGEON MAY BE EMPLOYED TO AIR MAJOR DAMAGE TO TREES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF TREES DAMAGED BY CONSTRUCTION ACTIVITIES IN A MANNER ACCEPTABLE TO THE CITY OF OCOEE. IF DEEMED NECESSARY, THE CONTRACTOR SHALL EMPLOY A 7. QUALIFIED TREE SURGEON TO SELECTIVELY PRUNE THE OVERHEAD CANOPY AND PERIPHERAL ROOT SYSTEM OF TREES AS DIRECTED BY THE CITY INSPECTOR. EROSION CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL STANDARDSCONFORM TO OF THE CITY OF OCOEE, FLORIDA AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. SOIL MATERIALS FROM WORK ON THIS PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF -PERIMETER AREAS OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE EROSION /SEDIMENT CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. 5. ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC OR PRIVATE ROADS AND FACILITIES FROM THIS SITE, DUE TO CONSTRUCTION, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 6. ALL PERMANENT EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS AND ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN 15 CALENDAR DAYS AFTER FINAL GRADING. 7. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. 8. THE EROSION CONTROL MEASURES ARE INTENDED AS MINIMUM STANDARDS. ANY EROSION CONTROL REQUIRED BEYOND THAT SPECIFIED SHALL BE CONSIDERED AS INCLUDED WITHIN THIS CONTRACT. 9 8 9 e SILT FENCE x THE TO BE REMOVED (9 EXISTING TREE DOWNED BY HURRICANES. DZV,Sn REMOVE EXISTING ASPHALT, BASE, CONCRETE & CURBING. V0,40 0 Z to rawwolemoq W - 0 Z 9 W — -4 TM61,4 �_ Oii - I........... I 0 401 W COLONIAL DR, STE 2 LANDO, FLORIDA 32804 TELEPHONE 407,447.5959 FACSIMILE 407,447.5960 Certificate of Authorization No.: 9230 - 11 � ( 0 , _� ) � Jay A Klima 49945 revision A A A A A A description date drawn by: RVZ checked by: JAK date: 09/29/05 plot scale: It$= 30' project number: 04FOOT001 file name: XBASE 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407.447,5959 FACSIMILE 407,447.5960 Certificate of Authorization No.: 9230 Jay A Klima 49945 revision description A A 0 A A 0 drawn by: RVZ checked by: JAK date: 09/29/05 plot scale: 1"= 30` project number: 04FOOT001 file name: XBASE too % Construction Documents date w !, 111 is 1 1. The project will be developed in one (1) phase. 2. 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. 3. Nothing herein shall be construed to waive any provision of the Ocoee Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 4. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 5. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots containingprotected trees,there will be er construction on individual lots except as specified in te final subdivision plan,until nbuild ng permitso grading or issued those lots. 9 ed for 6. Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the final subdivision plan. 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. 7. In order to insure that as many existing trees as possible will be preserved, all road right-of-ways and retention areas will be flagged for review by the City prior to any tree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 8. Existing trees 8" or larger (other than citrus trees or 'trash' trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible, the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees. 9. 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 to preserve the trees on site. 10. The final grading plan will preserve existing grades on individual lots containing protected trees as much as possible. 11. Water and sewer service will be provided by the City of Ocoee. At the time of platting, easements will be placed over service lines and dedicated to the City of Ocoee. 12. Stormwater management shall be provided consistent with the requirements of the Ocoee Land Development Code and the St. Johns River Water Management District. 13. Any City approval of this Preliminary/Final Subdivision Plan is subject to and contingent upon City approval of the vacation or abandonment of that portion of Washington Street located between Cumberland Avenue and Bluford Avenue and that portion of Cumberland Avenue located between Orlando Street and Washington Steet. 14. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines and a 10' utility, drainage and sidewalk easement will be platted adjacent to the street right-of-ways. 15. All utilities to be placed within the 10' easement along the front of each lot will be placed around existing protected trees to be preserved. A-q-RI III 1 1 PAM/IMn_Q IAIII ( QC MC-ni I[MrM %A/ITT i TI Ir rr%i i...--- 16All utilities including electrical, cable, and telephone and including on -site existing overhead wires s shall be placed 17 All underground utilities shall comply with Section 6-8(C) of the Ocoee Land Development pedestal -mounted utility boxes to be placed back of the street, no more than 5 f et forwa d Code, of which requires building setback line, on all residential lots which are less than 70 feet in width where the lot abuts the right-of-way line. street 18. The developer shall construct appropriate curb cuts to enable the construction of ram right-of-way intersections (and other areas as reasonably required i in order to ps h all applicable persons access to sidewalks and streets. When sidewalks are constructed on corner o physically challenged the sidewalks will be extended to the curb and the appropriate ramps will then be const ucted rtain locations, 19. Any damage caused to any public right-of-way as a result of the construction activities related to the shall be promptly repaired by the owner to the applicable project expense. PP governmental standards at the owner's sole cost and 20. There shall be no access from the property to any public road except at the approved pproved locations shown on the approved final subdivision plan. 21. All building pad elevations shall exceed the 100-year flood elevation by a minimum of two feet. 22. All legal instruments including but not limited to the declaration of easements covenants kj association documents and deeds conveying property to a homeowners association or pro ertd restrictions, shall be approved by the- City prior to plat approval and shall comply with all ordinances of y owners association the time of recording of any such instrument. the City in effect at 23. All landscape areas will be irrigated and have an automatic rain sensor. 24. In accordance with the Land Development Code, each single family lot 9 y will contain three trees, irrigated. yards All and 10' in heightat least 2 DBH . ywill be sodded with St. Augusine sod and will be 100% irri 1 g 25. Above ground equipment for irrigation or water service shall be painted black and screened accordance with the Land Development Code. ened with landscaping in 26. All electrical/cable/telephone equipment affixed to the exteriors shall be painted the some color as ext erior. 27. All air conditioner units shall be screened with landscaping. 28. All garages shall be 2-car at a minimum. 29. Nothing contained herein shall be construed to obligate the City to extend or widen Orlando Street. 30. At the time of approval of the plat of the Property, the Owner shall dedicate and convey Tract A Additional .Right -of -Way) to the City by special warranty deed free and clear of all liens and encumbrances matters acceptable to the City. The form of the special warranty deed shall be subject to t except for those The Owner shall, contemporaneously with the dedication and conveyance of the property, he approval of the City. attorneys opinion of title or a current title commitment to be followed b a P P Y� Provide to the City a current simple title to the property is free and clear of all liens and encumbrances except for those matter of title s'acceptableg that fee E City. The costs and expenses related to the conveyance and dedication of theproperty, to the `) shall be borne solely by the Owner. Real property t including the cost of title work, P p y axes on the property shall be prorated as of the day of the City's acceptance of the conveyance of the same, and the prorated amount of such real property taxes attributable to the Owner shall be paid and escrowed by the Owner in accordance with the provisions of Section 196.295, Florida Sta provided, however, that if the conveyance occurs between November 1 and December 31, then the Owner shall tutes; b responsible for real property taxes for the entire year. Neither the Owner, its successors and assigns, nor an 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 conveyance of the property. 31. ; The improvements to Orlando Street shall be completed by the Developer contemporaneously with other subdivi ' on infrastructure improvements. sl I 32. The improvements and new construction of the retention pond and associated stormwater conveyanceinstalled and paid for by the Developer as more fully set forth in that certain Drainage and StormwaterystA r ee shall be to executed by Developer prior to approval of this Final Subdivision Plan. 9 ment to be 33. The five (5') foot sidewalk along Bluford Avenue shall be constructed upon the completion of Lot No.1 development. - - - - -• •• • ••--�- ••�- 1NL%XW11NL-U VVI 111 I FIE F VLLVVVIIVh !Nr UKMA I IUN: A) SANITARY SEWER B) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 1 • TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC). 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. ' INCLUDING UNDERDRAIN PIPES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT 3• INVERTS OF ALL MITERED END SECTIONS. LOT LINE AND DISTANCE FROM THE MAIN LINE. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO 5. INVERT ELEV ATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. POINT TIES). 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. Y'11154­ Z C), Z UA t� 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407,447.5959 FACSIMILE 407,447,5960 Certificate of Authorization NO.: 9230 JayAKlima 49945 revision description date 0 A A 0 A A dra the dat, plot pro' file wn by: RVZ eked by: JAK 09/29/05 scale: I"= 30' ect number: 04FOOT00i lame: XBASE EXISTING FIRE�J:�-, HYDRANT I I b to I to : ; � I : 0 . : : 8 z 1 : : h i I FRETE ­* ** ...... ** ..... ­7 Q, I CONC WALK ," F C. I i N 01 1\ 11 ........................ ........ J" I'll ................................... /� ... W: ...,;"VIC; ....... ....... . o � , ..i ....... __'�'��i: 11 1< .... . , ..... � \� I _ - ,,vN 1-22-8­107--�' ,� ',��_ _ ---- - -------- 97.12 � LS &8o . LS, 88,5 US : /-END OF ROAD SIGNS PER FDOT INDEX No. 17349 (CASE 11, RED REFLECTORS) (TYPICAL OF THREE) r ,-,4" - - " �� ... ::., : ... _ �. ..... ::::::::­�-�..----- ­4 , ,. � -:7-1 , , I Nj2Z8.1 a Al ' _ . `�.A­� , 0 A - .__"_ / E 1033.39 - : I., .. .- , ! t : . •_,, , � . 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P 0 IN -01 2 '. 41 I - , I , , " 11 - : ;2� . I 11-1. . I. .. �- .. I Is., � D ... 11 , ­ " G � `�, .,.:;< I 6 It*V, � , "I.) it ­ / '� �, � : M. - �,�' I N'V::: 1 2 1. 8 _� -0 ... ... I ,2,� ,�� "'i ,�:� . ; ... . . - '�: ... . . .. �J , � INV::!121­P ; X, . -� \ ��. � , e . .. I , , , 1, I , �� .. . ........ i I � .. 11 :: .�..!�:: .... Jp, rw... .. ... i I 11 I ... T)w .. .:.... . , : i 1,a� E','I.. ­-23Rrm:--�n.,:: ; .1 ... .1 � . : .. ... ., : . .. .? I ! .i ,i.) . " . ( * .. I ,��::M.,:: 0 .... I 11 : i .�_.` , " ::.nM.:,VW-g�W i�k�.\.. , . , . . , .. ` I , .. / ... , . I , I : .- , * "' ' ::" / � ., " ", - � .. K : I I :. .� , .. .... .1 - .. . . ... \ 1-1- - GRAPHIC SCALE GENERAL NOTES ( IN FM ) 1�. : . :1 1 inch = 30 & 1- CONTRACTOR SHALL COORDINATE NTH UTILITY COMPANIES I 111 . :. 1. _.- - PRIOR TO ANY CONSTRUC11ON AC11MTY FOR DIG PERMITS, i 11 H ........ �:­J.1.1 I : W. . ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. : :t:', _ ... . .............. i i1i . CONTRACTOR IS ALSO To COORDINATE FULLY WITH UTILITY : : i ii I COMPANIES ON EXACT LOCATION OF UNDERGROUND U11LI11ES : : i 111... : . t : : : : : : 11i ::. AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES 1 : 'i : !!! ::. 'A/,;.`� C:, : SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS : - ,;,-" TO N �'_` : : : : : VV /,**,,,-) I . !!! z I ...... 1 1 NC., -)TREE 1 PRIOR TO EXCAVATION. CONTRACTOR TO CONTACT SUNSHINE ` : I '­­ E? I'lov �:., ,,, ., / ' : i I / !", (SSOCOF BEFORE ANY EXCAVATION/ UTILITY INSTALLATION :. N 1141.121 U PER F.S. 556. .: 51 :i. I . . �13 4. .'. :: I - : 2- THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE : 11: : ­ : : 1! FROM ACTUAL FIELD MEASUREMENTS t 1i : .: N : g AND/OR DERIVED FROM RECORD DRAWINGS. IT IS THE : N : CONTRACTOR'S RESPONSIBILITY To CONFIRM THE LOCATION OF : : I : - - - . TIES TO DETERMINE IF THERE ARE ANY : : . EXISTING UTILITIES : : q .:: : I I : CONFLICTS WITH THE PROPOSED .:: .:CONSTRUCTION AND TO : : : 4 : : COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE : . i : : 4 . : . : 4 1 CONFLICTS. : . : 11 4. �i :1 .1 . I! ..... � ... . . ....... . .. I H 3. * : : : : It .; . .: THE SUBSURFACE INFORMATION FOR I I THIS PROJECT WAS : OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN : ! !H: : I : : .. I I REPRESENTATION OF ACTUAL CONDITIONS FOR , * , : 4 , : PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING : I : ­ : : WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE : : . . : SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE I : ­ : I .1 . 4 : MADE, ­ :: 4 4. ANY DIFFERING SITE COND111ONS FROM THAT WHICH IS R BELOW THE E OF THE : SURFACD, SHALL BE BROUGHT TO THE . : i : : IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN t : : : : RS OF DISCOVERY. NO CLAIM FOR EXPENSES I:: . i I : 4 . ; INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING I 1 '... . . I : 0 CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO I : - ; I I : V'J Lt.: : : I : `x I . PROVIDE THE WRITTEN NOTIFICATION. . � " I 1 5- ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN 1 : U.; I: 111�* : : - . 0 ACCORDANCE WITH THE CITY OF OCOEE AND FLORIDA : I : I . , , I 1 : i I �,, 1 1 0 '1__.1' DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS . �• : I U) : : : , . I . :* I 0 UJI FOR ROAD AND BRIDGE CONSTRUCTION. WHERE THE f ".. I __"�" SPECIFICATIONS CONFLICT, THE MORE STRINGENT :, I . CIL i \ " : i b.. SPECIFICATION SHALL APPLY. I I I : ,:. : I 11 .-.:-,- 0 1 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING . ; 4 1 ; . I.-< AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES ID : ". � INCRETE : I EL . i (.-�; AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. LK < M SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF � 1,( I " I .... FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE <: " : F. CONTRACTOR. ;: : *1 7. THE CONTRACTOR SHALL ENSURE THAT ALL Z 1 o U. REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED : : PRI COMMENCINGOR TO WORK. .4 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY : ' 1006-2 I DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL 1339.9,7 : 8 /": : : : ; / : I BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN ; 1 004. 30 APPROVED DISPOSAL FACILITY, THE CONTRACTOR SHALL 1 / ; 5 4- 5_.O 4 OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, // D HAULING WASTE MATERIAL. ALL , :��7 , .., T 8 - - - - - - - - - - ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE . :­ RESPONSIBILITY OF THE CONTRACTOR. _,,= ,.3�,.�,�:, =: , _ L, - L Z 1��; �._ , -M 1 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF -: CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER -RAMP MONUMENT is IN DANGER OF REIN ALTERED AND HAS NOT I,"*, e, *J­ P : ...... : ...... ... I ... REFERENCED, THE CONTRACTOR SHALL � I"i : . OR[ ..... A N [**")! "_': : NOTIFY THE ENGINEER WITHOUT DELAY. . ­-, : ... I— � ..... I 10. COORDINATE VALUES ARE BASED ON A LOCAL GRID 11 \ : I? ; AILSC) KN0`,.;'V'N AS 0 r"; . ESTABLISHED BY I\ I '....ANDO A'VENIIJF� THE SURVEY. " I ..' `:1 0 � �. � //';A"; 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES � �A . 5 '. V, 4 ........ r---!..�--'.......'.--'-'..N,'�-i��,Al�K 11 . .!.. �:: .. `t: ! ­ CONSTRUCTION INCLUDED IN THIS CONTRACT. - . NA:L & D"SK W - ; TRAV. PT, _12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER E. 1. F._.',,`A T;; 0 N = 1 25. 9 -9 UNLESS OTHERWISE NOTED ON PLANS. I .... I .... 1 13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL - - - - - - - - - - , I........ 1\ ....... "I I NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY I ....... .. DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM I ,1 ....... TRAFFIC CONTROL DEVICES.- LATEST EDITION, AND THE ;.I I .... [ .... I I TMENT OF TRANSPORTATION : ­> I : STANDARDS."ROADWAY DESIGN ., : I : 1'�', 14. MAIN < :-TENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC i Cr., C 0 � - u .!",I R u S SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS i , L 11 A D D I T I 0 N : . : � " I. I FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL : f ......... I ",.-." .--`LA`!*' PKXX 1,`�'j, PAG;-.-. 2-17 NOTIFY THE APPROPRIATE JURISDICT10NAL AGENCY A MINIMUM I (..I - I.6 .. i 0 . I OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF : TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF : IL_I THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY I ___\� AND TRAFFIC DESIGN STANDARDS. : 15. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS : : I : I FOR THE FOLLOWING: : M A. SILT FENCE (INDEX NO. 102) : : B. TYPE C INLET (INDEX NO. 232) : : 1 : C. MITERED END SECTION (INDEX NO. 272) D. TYPE F CURB & GUTTER (INDEX NO. 300) : : : E. CURB TRANSITION (INDEX NO. 300) : 1 : F. GUTTER INLET TYPE V (INDEX NO. 221) ,Z t­ . 16. ALL WORK SHALL CONFORM TO THE LATEST CITY OF OCOEE ; . UTILITY & STREET SPECIFICATIONS. : - . 1.6 t - : _ _ : 11 I tV, TILITY NOTES I_d_1T_ : 1!� ALL WATER MAIN MATERIALS AND APPURTENANCES SHALL CONFORM TO AND SHALL BE INSTALLED, TESTED AND : 1 Q,) �� . t � �, Z__ ", CLEARED FOR SERVICE IN ACCORDANCE WITH THE STANDARDS OF THE CITY OF OCOEE AND THE FLORIDA "I i 1%11 *", DEPARTMENT OF ENVIRONMENTAL PROTECTION. : I ­ : ­ 11 : :.11 ... 0 Il'l : ,-. , .5J11!91=JA.: FN WAIrP ­­­ - C�"r^fn I FORQ:=,� 11 I ii � � =LLAIMED WATER I - N I I I �` � � �!` I: 4ZI TC CCU A. _J_ IINE D 0 - 'AGE TREATMENT AN 1 I : . 11 . SYSTEMS, : WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE(3) FEET BETWEEN THE : : . OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OF PROPOSED STORMSEWER, STORMWATER FORCE : : I MAIN, OR PIPELINE CONVEYING RECLAIMED WATER, REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. : B. A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, C- WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET, BETWEEN OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTINGED VITY OR PRES THE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER SURE TYPE PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BE WATER MAINS AND n . GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN C IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP �� M OF THE SEWER. P11 D. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN (10) FEET BETWEEN THE 1_i OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED ON -SITE SEWAGE TREATMENT AND ... _ * i-I DISPOSAL SYSTEM. "t) . ICA S P A'1710N RP*TU--- - ATE R MAIN SANITARY OR STO RM FORC , , I III I � I �, � [ E� I ... 111111� I i IER I mi A�Dl� .... !il.,: 1t, PIPELINES.WAT A. WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM-(2) E SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST TWELVE INCHES ABOVE THE OUTSIDE OF THE OR STORM SEWER OTHER PIPELINE. B- WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITA STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALLRY SEWER, WASTEWATER OR BE LASOE WATER MAIN IS AT LEAST TWELVE (12) INCHES ABOVE THE OUTSIDE OF THE OTHER IPIPELIE OUTSIDE OF THE C. ASHALL BE CENTERED T THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE ABOVE OR BELOW THE OTHER PIPELINE So THE WATER MAIN JOINTS WILL 13E AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. 3. ALL ON -SITE UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED. 0 cocz N00 : '0 W W MEN"Mat 2 11L - -<L;l 0 Z 0 W - roo�o� 0 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407.447.5959 FACSIMILE 407,447,5960 Certificate Of Authorization No.: 9230 . r � ( I ( I 0 '11) C IN, I Jay A Klima 49945 revision description A A A A A A drawn by: RV . Z checked by: JAK date: 09/29/05 plot scale: ill= 30' project number: 04FOOTool file name: XBASE date 100% Construction Documents 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407,447.5959 FACSIMILE 407,447.5960 Certificate of Authorization No.: 9230 Jay Klima 49945 revision description A 0 A 0 0 0 drawn by: RVZ checked by: JAK date: 09/29/05 plot scale: 1"= 30' project number: 04FOOTool file name: XBASE date C 400 100% Construction Documents GRAPHIC SCA] ■11111MI itmVlT rLI ..r\ , F' :) I ^ 0 _ILA'' L?t` OK A,, F:'''. =F.: 1 fit:; 01 REFER TO SHEET C300 FOR SILT FENCE LIMITS O A 8. < e tI 111 '°: iS:j �;E E 126.7:5rt E, :... ol:: : .....__ :.. i.�6 , 3 3i f.itl I E E. f 1 1' ' E.-,:iiI..:.: • n 1:ts .alp ! j i t I It;,.=:( E� ' 3 v51 E V. 2.... 7 "y ?„ ! ' jJj €! I i i ( t I I • ' I 3: . i i .. 3 1:rr...... ,., f E .. s,4ft7\E i .:: i r': l.Yz::) . (; 'r ... . 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I e s . ;r rw-.,,`�= Y -®�'� E,E-�� ; `ACORN (t' I t 'l C t �'7 F. } .+ti7. ,WC \ / c" <. A1V 3 i ,. of 2,: y .. iii�:i ': I. is ' _. i .: 1 ,, .3t, +i TYP ' ':111 SILT a %:)€.t) 1 I ,:,.. FENCE PROTECTIOJNI 'JE I TCH B f - BOTTOM IN LETS ;` "'i VJ. „ I .t': ki �t t E� �t�, .ti Y. _: / *" <.•.. i 1rC.�t2 ^F:;l'' �.-1 '\6 r.tr':ft.:>' },T`: n1. r•, A•5 � z•:m k r . :t tt,_t t <Ci X-� . s 1 " i - 5 • / :1` ., tin tt' .S"' 3 L t •. Y �.�� ;i y a �. i .i Y 1' 'i_ I I' ti : •j,. t t< o t9. �;:;. t r ', . \ tli. 8 "i t' u \ i .r . i i" 3 �/ t f' ..y� -:...,, t. { L 1 t .., �;:> `tt _ IONS \\ 1 �: l 1 .t %• i t i '� < i 17 i ti t { ti• # I€`t-E2';.8=t t, :.� ,.^2.':,.1 ii t t i iT' ' I 'C:k '\`it (\ Q- r •t ; .1 t. ,. i%. rs' Y.. 1i I t 1�1 yy :3 S 1 I' . 1 i r ` f' t 1t t , fl. // \ ;i G. J T' � � v t JP 1i4 t .1w� t. i ; .z,- ..� ...., \ ' s 01c: t t c : . Lt _ : 'r.' F1. i d. ; i fj 'k Ef'Jt' ' <Z `t i^ e t'. X` EN i;' 1.u3 [ :\ <t.:: y��y I l } � E.. �s'& l .V, f ��C. �. y .I' t t v. r� �. . `C" t i €' 'S• � 1r." it {. , ... .. .. . SEE. ...::::: j ... . t E 2`. `r.;i i EI i : !k E..:'. ��s :: ::.-MF" - . ` '� r r } . .tit n.. s qti ;,x ,,,, ,. , F ,; '.,, .. :o-.r,'ff.,i d: U.. r _ ,L•mli / .>n I.5 1. �'t r,. i, ` I. - Ii PRINCIPLE POST= P\051TION (CANED. 20' TOWA R FLO ` i / ; `.: CC .. '' i' : ri "I ��-FILTER FABRIC ` I" ()) I I SILT FLOW I I . ' t;; I. 'z w" �­M.. i j 1: a., a..i • . 1. I 5 t ,.9 X' ...,: YfI Eli} ,( 3 f: f . z '.I :za- 0-11:14- -I , , . , . , .: ""'.." t `� il ,�., i .f (LT F LO •� t 1= I N:. I f :, r j{E {f i I .. f' t!i ;f �' "� W i ui 3� _ r i fi j ., i� s € 2 a F_: . L 't) OR TYPEI T II ENIC �T B .. I N I: �•j j E WITH PLANS!" :S AtND '> - 3 SPCItG�ONS :: 1 itI III':SILT FEiC- �...:..13 , I E jj f• 3 t / ) !. ::.::. ;. < �'' `:::•... ,.. » ::. ,: r'rr`: "5 /., tdr 1.�r F :�-, ` .. r- .,...:.:.. : 3 Erc. ::Q i• i, .. 7,. .,<,, i L .` I. I .E. k :l v li i 120 LEGEND L..-.--.-.i ASPHALT PAVEMENT SECTION ' a I. ~' GONCRETE PAVEMENT --_ .- PROPOSED DRAINAGE FLOW SILT FENCE 1 • Site Description a. Descriotion of Hat r of the tr„ction activity The work involves the construction of four (4) single family lots and asphalt roadway extention to Orlando Avenue with stormwater management facilities. All construction activities will take place on or near property limits between the intersections of Bluford Ave. & Orlando Ave. and Washington St & Bluford Ave. Site is located at Section 19, Township 22 Range 28 E. P S, 11 &I_QLkI2_hkMdQ1AQ2U=4e of The first phase of construction will consist of installation• of erosion control measures followed by site clearing, grading of the development areas. Upon completion of the clearing and mass grading operation. final infrastructure mass construction (paving, grading, drainage and utilities) will commence. toS of t,of l a a e d t e to a ea ec e o distu b c va i r d' r o her a i� Total Site Area: 2.72 Ac Total Area Disturbed: 2.72 Ac d. Existing ata describl, the soil or the it o a The existing soils throughout the q�-x--�--t�Y scha ge from he site, 9 project are classified as Urban Land & Smyrna -Urban Land Complex according to the Soil Conservation Service Soil Survey for Orange County. Currently, there is no stormwater retention or attenuation, stormwater excess sheet flows into the streets. e An estimate of t e siz of the drainage area of each outfall The estimated drainage basin area is 2.72 Ac. tot Cit o ee o ate Co le fo e Latitude: 28'33'32" degrees N Longitude: 81'33'01" degrees W City of Ocoee Stormwater collection system. (Refer toxthis drawing for connection point). Wetland Acreage: N/A, no on -site wetlands ° a < <� a u ces a'or it 'stu ac 'v s! ecfo r e Refer to "Controls" below and this drawing. 2• CONTROLS The Contract Documents prepared for this project require measures listed below, as necessary, to prevent pollutants .from he contractor to employ any and all of the pollution control g surface waters as a result of construction a. activities. ros' aI Id' e C t ecns c' oea'o te mfoo'n cu inimize eroGtnn d ansedimentation o-s t o ensure ,are used to Sodding or landscaping of completed areas as soon as final grading is approved. Periodic watering of construction site for dust control. All excess material is to be removed from the site and properly disposed by the contractor. All fill material brought to the site is to be free of muck and debris, and is to be granular the No. 200 si eve. - e. lar All w on site storage of materials is subject to the approval g with less than 12 percent passing pp al of the site Construction Manager. Structural controls to be employed at this site include the following: Along the perimeter of the site a silt fence will be installed. Additional silt fence as deemed necessary by the Site Construction Manager. b. Storm Wat _r Manag m,an+• No sediment basin are to be implemented as the site is less than 10 acres. Refer to this drawing for permanent stormwater management. c. Other Con role No solid materials, including building materials, shall be discharged to waters of the United States. Off -site vehicle tracking sediments and the generation of dust shall be minimized. Construction and demolition debris is to be disposed o of Sanitary wastes will be accommodated through portable toilets. Fertilizers P f off -site. label directions. and Pesticides will be used in accordance with all ke-follo=inng Aod $tatP and Local Plnn! e rmit are P curr entl bei n sought ht this project: SJRWMD Permit g g for the construction and operation of stoma water management facilities for 3. MAINTENANCE All storm water pollution control measures are to be inspected and maintained as ne proper function of these devices or practices)refer to "inspections" below). cessary by the contractor to assure 4• INSPECTIONS Insp ection reports summarizing the scope of the inspection will include: na me s ins u inspection, qualif ications cat n d () ion ate s s 9 of P of personnel" the ' son ins Help ( inspection, m tion P akin p ,major observations relating to the implementation of the star 9 the rev en t' ion pla n, n and m w actions water P tion s to pollution ken do to n revise vise P pla ns. Insp ections P ions ' _ will P be erf on perf ormed ed to at P lea st ast measures. - on ce ace Off daily o me n wo rkdays) ark measures da are Y ( e t for o b in spected n s Ys) a storm of 0.5 inches or renter Precipitation. pected every seven calendar days and within 24 hours o 9 p p tation. The inspection reports will be filed as part of this storm water of the end of rev en t' ion pla n n an d will be P retained on -site. d opollution nat site AI Ir recor ds wi ll be maintained tai ned occ until occupancy. I th e he ' p y. At a minimum, inspection points shall include: site/building receives the certification of All points of discharge into the storm sewer Storm sewer outfalis at the retention ponds. system. All site areas that have not received final stabilization or have established control measures. All areas where materials exposed to precipitation are stored. All structural control measures. Each co ntractor ract or is re sponsible ons ible for her/ his hi s as signed ned / site are a 9 of co nstruction. tru ctio n. implementation The e reports e art as well as the inspection and any maintenance performed to maintain, repair, must remove the initial sed iment eat cont rol meas ures. es. All re ports arts eros ion sio e t n a o band P be submitted mitt ed we ekly kl to the Pro ject Y Site signed by a responsible corporate officer of the company or firm, or the officer's authorizedConstruction Manager and are to be correspondence and documentation regarding this Ian must agent. Copies of all inspections, , P e for warded ded to the own er. 5. NON STO RM M WA TER R DIS CHARGES HAR GES Discharges from this site are anticipated to consist primarily storm Non storm water discharges that may occur include dariischargfwater esof p tablewaterl nee flush ding normal storm water constituents. vehicular wash down waters provided no detergents or hazardous chemicals are used in they in wash,air-c waters used to control dust, and waters from fire -fighting activities. cocz K440 0-d %=q <L�- W AFMNNRU * _C) - ?� _J Z W .t 7mm."���__ Oii - 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407.447.5959 FACSIMILE 407.447.5960 Certificate of Authorization No.: 9230 f 1 �/ v I � Jay A Klima 49945 Ahm ra, Ak revision A A A A A A description date drawn by: RVZ checked by: JA.K date: 09/29/05 plot scale: cal : rr - 3 0 project number: 04FOOT001 File name: XBASE 100% Construction Documents 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407,447.5959 FACSIMILE 407.447.5960 Certificate of Authorization No.: 9230 Jay AKlima 49945 s 0 revision description date FIN 0 A A A 0 drawn by: RVZ checked by: JAK date: 09/29/05 plot scale: 1"= 30' project number: 04FOOTool file name: XBASE 100% Construction Documents A 12" STABILIZED SUB -BASE I (REFER TO PAVEMENT SECTION NON -TRAFFIC BEARING GRATE STIR. TOP EL. 124.00 15" RCP / INV. 121.75 A n" [-TA 17111 I7rn eM ir% n • ^ - 12" 12" TYPE "C" INLET FDOT INDEX No.232 R1.O' W W °- Z Z C) w p 0 F- 52M OQOW a�EEa TYPE "C" INLET FDOT INDEX No.232 CONCRETE FLUME/BENCHING DETAIL (D-1, D-2, D-3 & D-4) N.T.S. 12 R1.0' 10' i VARIES 10, I w z }J.I Y Z O Z Yzp � W a I04 n a� in It 0 X - LL_ o� oV_ o� � LL a o OJT II II CL f-w mw mw WO S\0 E5� E - THROAT EL. 123.50 -- 10 10 l MATCH EXISTING GRADE J7.- 77777 z" * POND BANKS & BOTTOM SHALL BE SODDED �� YPE C INLET FDOT INDEX No.232 I SECTION "C-C" TYPICAL POND CROSS SECTION NOTE: REFER TO PLAN SHEET FOR ACTUAL ORIENTATION OF OUTFALL PIPE. DRAINAGE STRUCTURE DETAIL (D-3) N.T.S. 1' 1' (TYP.) Ao' (TYP_) DITCH/SWALE BOTTOM 4" THICK CONCRETE PAD SECTION W/ 2.5" THICK ; MITERED END SECTION CONCRETE BAFFLES STORM PIPE (REFER 5`� TO PLAN FOR SLOPE AND DIAMETER) 01 a 0::..::.:.:.:.............. �` 01 in-, go,8,. a" PLAN NOTE: CONSTRUCT CONCRETE PAD OF 4,000-PSI COMPRESSIVE STRENGTH CONCRETE, MIN. ENERGY DISSIPATOR PAD N.T.S. C L C c C C N.T.S. * POND BANKS & BOTTOM SHALL BE SODDED 17 S.H.G.W. 119.5 E'� SECTION "B-B" TYPICAL PO D CROSS SECTION N.T.S. CH EXISTING GRADE CROWN TRENCH IN UNIMPROVED AREAS &3* MIN.) (SEE TYPE B EDDING AND TRENCHING DETAIL FOR OTHER RESTORATION.)-__ TDCdIPLI 11OnT 1 ..• nir COMMON FILL *j . PIPE 4.D�%j /�%/� Cq 12' (TYP.) SELECT \� COMMON SELECT COMMON - //� FILL FILL popo opop BEDDING ROCK oo- ono 0 0 00 0 PIPE BEDDING :/� °opopopop° Do°p°po°p°op°p°po (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 CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15'. AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL N.T.S. JAN.1990 (FIG101) Tnr►IAI1 1\nn'na ..•.... COMMON FILL CROWN TRENCH IN �- UNIMPROVED AREAS 3" MIN.) SEE NOTE 8) SELECT COMMON UNDISTURBED �/ � FILL EARTH (SEE NOTE 3) 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 CITY. 4. (*): 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIREC1ION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL N.T.S. (FIG100) 0 z W Zn v ME M E Cq r- Cnz LU z z 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407.447.5959 FACSIMILE 407.447.5960 Certificate of Authorization NO.: 9230 o, Jay Klima 49945 revision description date A 0 0 A A A drawn by: RVZ checked by: JAK date: 09/29/05 plot scale: 1"= 30' project number: 04FOOToo1 file name: XBASE 01 100 % Construction Documents SET TOP OF VALVE TO FINISHED GRADE FINISHED GRADE — CONCRETE COLLAR IN UNPAVED �REAS (SEE ADJUSTABLE CAST IRON SEE NOTE 2- VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ONDVALV OR PIPE WATER I CENTERED ON MAIN OPERATING NUT 01, •° ° O •o°a•oao, a °°•o°Oo°O.a°°o �O.O °a•O°°.°°°. • O .0 ° . O ° ° .° O ° a .° O ° ° ° . O ° • O ° . ° ° . ° ° ° • a ° ° ° . 6" BEDDING ROCK 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 NTS AUG. 1990 (FIG400) FINISHED GRADE 2" GATE VALVE 2" 900 TAPPED CAP DOUBLE WATER BOX 18 x 24 MIN.) ° ° ° , ° ° ° • C ° ° • C ° ° , o ° ° , o ° ° • O ° ° e0,0°0,Oo0 ,O°0 ,O°°,O°ap°0•p°0 6" °°.o°°.o°°.o°°.O°°.°°°.°°°• ° O . o ° ° . ° ° a . o ° a . ° a • ° ° . ° ° . ° °°. °°. °o.o°a °o °o. °°: 2" 900 BEND 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 NTS AUG. 1990 (FIG403) 24"x24"x6" THICK CONC. PAD TYP. EACH VALVE BOX. " DOUBLE CHECK BACKFLOW 2 METER pREVENTER ASSEMBLY TEMPORARY JUMPER CONNECTION 3" DIA. BRONZE DISC CTION N ANCHORED IN C�ONC. PAD #4 BARS ALL NOTES: TAMP AS R�Q D 'AROUND 3" DIA. BRONZE SCH. 40 GALVANIZED SEE NOTE 1 DISC ANCHORED IN PIPE AND FITTINGS 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED SIZE OF VALVE CONC. PAD STAMP PRESSURE GAUGE 3 PROVIDE TEMPORARY Q ED AT ALL CONNECTIONS BETWEEN EXISTING AS REQ'D. ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. TYPE OF VALVE .: SUPPORTS AS REQUIRED. SERVICE _ �) 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8INCHES IN DIRECTION & N0. � DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY OF TURNS TO .;.4»:.::..:.:::.:::.::.:: .� :::�� N .. NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING OPEN FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESS CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION COMPLETED AND VALVE BOX 12" TO 30" 3/4" HOSEBIBB OTHER PERTINENT AGENCIES ON (FDEP) AND AND OVER N ABOVE W/VACUUM BREAKER HAVE BEEN RECEIVED. THE JUMPER CONNECTION SHALL ALSO BE (�.� %�`ii`T` ` ii�`i` `i`i`i�`; I GRADE MAINTAIN A MINIMUM PRESSURE OF 20 PSI USED TO 2 SCHD. 80 PVC. � IN THE NEW MAINS AFTER DISINFECTION AND UNTIL THE �'�`�'`' �`�'��'�`�``�`��`� " 2" SCHD. 80 PVC FDEP CLEARANCE LETTER IS OBTAINED ADEQUATE. THRUST BLOCKING 2500 P.S.I. _ PRESSURE GAUGE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND AND/OR ON SHALL BE CONCRETE MIN. FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE 2" ANCHORS III -III III=11— EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, MIN' . I DOUBLE STRAP SADDLE 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE III— 3. DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA C651-92. TOP FLUSH WITH UNIMPROVED CONDITION 2" CORPSTOP � FLUSHING OF 10 INCHES IN DIAMETER VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWINGR WATER DONE THROUGH THE TIE—IN FINISHED GRADE � 2 CORP. STOP MAY BE 9" ASPHALT SURFACE [ " PROCEDURES SHALL BE FOLLOWED: EXISTING A. THE TIE—IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE—IN. VALVES WHICH ARE NOT m NEW WATER LINE ALL BE REPLACED H A NEW VALVE WATER NE WATER TIGHT SHALL WITH INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. BASE FLOW B. THE TEMPORARY JUMPER CONNECTION I' CONNECTION SHALL SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. 4" x 4" x 18" LONG * FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER VALVE BOX (_MIN.) PRECAST POST MAINS. ��.fOVER WITH 3" DIAMETER TIE—IN VALVE MUST BE CLOSED AND BRONZE DISC SET IN 4 REMAIN LOCKED. CITY TO PROVIDE * ALL DOWNSTREAM VALVES IN THE SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE—IN VALVE. IMPROVED CONDITION ABOVE AS SHOWN LOCKING MECHANISM. VALVE WILL BE € OPERATED BY CITY PERSONNEL ONLY. * PROVIDE FOR AND MONITOR THE PRESSURE IN THE TIE—IN POINT. THE PRESSURE IN THE EXISTING NOTES: 4 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND MAIN MUST NOT DROP BELOW 35 PSI. LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. NOTE: * THE TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE 2. VALVE COLLAR DIMENSIONS MAY RACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, VALVE IS GREATER THAN 10 PSI. REDUCED TO 18" x 18" x 6" WHENN THE CONT THE BRONZE IDENTIFICATION DISC ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. IS NOT REQUIRED. D. THE TIE—IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE VALVE COLLAR DETAIL TEMPORARY JUMPER CONNECTION SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. N.T.S. (FIG107) NTS E. AFTER FLUSHING, THE TIE—IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY UTILITY COMPANY. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8 INCHES IN DIAMETER, THE TIE—IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE j TIE—IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 INCH BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND AS BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" 8" 10" 12" 16" 18" 20" 24" 30" 900 BEND 36 36 36 54 54 72 72 90 450 BEND 18 18 18 18 36 36 36 36 22-1/2" BEND 18 18 18 18 18 18 18 18 11-1/4' BEND 18 18 18 18 18 18 18 18 PLUG OR BRANC OF TEE 18 36 36 54 90 108 108 144 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: 150 P.S,I.* SOIL DESIGNATION: SAND / SILT LAYING CONDITIONS: TYPE "4" BEDDING 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. POTABLE WATER MAIN RESTRAINED PIPE TABLE. CORPORATION STOP (1" MIN, z a 3 POLYETHYLENE TUBING (1" MIN.) SINGLE METER BOX AND WATER METER (BY CITY) SINGLE SERVICE AWWA TYPE CC THREADS SADDLE CURB STOP CORPORATION U-BRANCH (SEE NOTE 3) STOP (1" MIN.) �111TING 4" WOOD PAINTED x 3�4 BLUE &WITH CURB STOP LOT NUMBERS z 2 EA. 3 L POLYETHYLENE TUBING (1" MIN.) DOUBLE METER BOX AND WATER METER (BY CITY) DOUBLE SERVICE CORPORATION STOP FITTING NORMALLY OPEN) -- TO METER BOX y ASSEMBLY POLYETHYLENE TUBING 30 — 45 DEG. 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 NTS AUG. 1990 (FIG405) DOUBLE SINGLE LOTS (TYP,) S RVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) 2" BLOWOFF 7VALVE (SEE DETAIL)- jw i �\ _ •, 4" WATER REDUCER MAIN. (MIN. 6" FIRE TTI FINGS AS HYDRANT REQUIRED (TYP.) ASSEMBLY (SEE NOTE 1 — — RIGHT OF WAY LINE CURB WATER MAIN 2' (TYP.) SIDEWALK TYP. RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL NTS AUG. 1990 (FIG404) METALLIC LOCATING MRC� EARLY WARNING TAPE I, ! . _. FINISHED GRADE 1" MAX. / PVC WATER MAIN OR FORCE MAIN F-1" MAX. �-- METALLIC LOCATING WIRE T NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING WIRE AT DIRECTION OF CITY. PVC PIPE LOCATING WIRE DETAIL N.T.S. (FIG108) r L L L L L! L di ell de ply pr fill 0 COOD z flu . u.� z z 401 W COLONIAL DR, STE 2 ORLANDO, FLORIDA 32804 TELEPHONE 407,447,5959 FACSIMILE 407.447.5960 Certificate of Authorization No.: 9230 5% Jay A Klilaa 49945 ,vision description awn by: RVZ ecked by: JAK te: 09/29/05 A scale: 1^= 30' )ject number: 04FOOT001 ;name: XBASE �4� 50 100% Construct -inn T)nnmmnn+� date NTS ITEM NUMBER IV. C Prairie Lake Reserve Final Subdivision Plan Maw S. Scott Vandergrift CitManager Robert Frank STAFF REPORT Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 DATE: October 6, 2005 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Senior Planner THROUGH: Russ Wagner, AICP, Community Development Director Or SUBJECT: Prairie Lake Reserve - Final Subdivision Plan Project # LS-04-026 ISSUE: Should the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Prairie Lake Reserve? BACKGROUND: The Prairie Lake Reserve is a townhome development that is situated in the existing Prairie Lake PUD. The Prairie Lake Reserve property has frontage on the east side of Clarke Road and along Ron Strosnider Avenue, which intersects with Clarke Road on the south side of the City Fire Station #4. Prairie Lake is on the property's northern boundary and AD Mims Road with the adjacent railroad tracks are located along its southern boundary. The Prairie Lake Reserve Final Subdivision Plan includes Tract `D' (18.36 acres) and Tract `K' (20.69 acres) of the Prairie Lake PUD. The Prairie Lake Reserve Subdivision will be developed as a private, gated townhome community with fee simple ownership of the units. The Final Subdivision Plan proposes a total of 168 residential dwelling units on approximately 39 acres. The adjacent property to the east is mostly undeveloped and has not been annexed into the City. Tract 'D' has a High Density Residential Future Land Use designation and Tract `K' has a Low Density Residential Future Land Use designation. The Prairie Lake PUD allows multifamily or townhome units to be built on Tract 'D' and W. However, since Tract `K' has a Low Density Residential Future Land Use designation, the net density of the townhomes that will be built on Tract 'K' must be no more than 4 dwelling units per acre. The City Commission, on December 16, 2003, reviewed and approved the Preliminary Subdivision Plan for Prairie Lake, subject to execution and approval of an amended Development Agreement, and also subject to Parcel 2 being dedicated to the City for a pathway and passive open space area. Subsequently, the amended Development Agreement was approved by the City Commission and the condition set on Parcel 2 (Tract "F") will be accomplished at "Plat" approval. October 11, 2005 Prairie Lake Reserve FSP Planning and Zoning Commission Page 2 DISCUSSION: As indicated above, the Prairie Lake Reserve subdivision is a townhome development with a total of 168 units and is intended to be a gated community. The Final Subdivision Plan as presented is consistent with the Preliminary Subdivision Plan as approved on December 16, 2003. The project as proposed will have a single main entrance to the subdivision from Ron Strosnider Avenue. There will also be a crash gate for emergency access only located just behind the Fire Station. However, after final subdivision review, staff has determined that the emergency access would better facilitate the site as a "residence only" secondary access. Accordingly, the applicant would have to widen the roadway and provide a corresponding sidewalk. Additionally, the crash gate would have to be replaced with a fully operational swing gate. Nonetheless, staff has agreed to forward this request to the commissioners for their direction and formal action. Ron Strosnider Avenue will be extended along the eastern edge of the adjacent commercial tract beyond the subdivision entrance, and then along the southern boundary of the subdivision adjacent to the railroad tracks (along AD Mims Road) all the way to the eastern boundary of the property. This right-of-way extension is necessary to maintain access to the adjacent undeveloped property to the east, but it will not be constructed with the Prairie Lake Reserve subdivision. The subdivision plans call for extending the existing roadway pavement (Ron Strosnider Avenue) to just after the main entrance. Recreation facilities for the residents, including the required meeting room space, will be provided within the project itself. The subdivision plan shows only storm water retention ponds located along Clarke Road. The buffer between the retention ponds and Clarke Road will include several existing trees that will be preserved, supplemented by new trees and shrubs. There will not be a wall or a fence within that buffer. A 6' decorative metal fence with brick columns and landscaping will be provided along Ron Strosnider Avenue, along the entire frontage of the subdivision. The layout and density within the western portion of the subdivision (Tract `D' of the PUD) will be similar to the nearby Wentworth townhome development. However, the eastern portion of the subdivision (Tract `K' of the PUD) has a Low Density Residential Future Land Use designation as already mentioned, and there are wetlands located adjacent to the lake. These constraints resulted in a density of approximately 3 dwelling units per acre with larger units in the eastern portion of the subdivision. The Developer is requesting one (1) waiver from the Land Development Code: the Applicant has requested to postpone the construction of the recreation facility (clubhouse) until the 50th Certificate of Occupancy. Generally, this requirement would be required at the time of (infrastructure acceptance) Certificate of Completion. The Applicant did not demonstrate a hardship or offsetting public benefit. Nevertheless, staff has agreed to forward this request to the commissioners for their direction and formal action. October 11, 2005 Prairie Lake Reserve FSP Planning and Zoning Commission Page 3 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The proposed Prairie Lake Reserve Final Subdivision Plan was reviewed by the Development Review Committee (DRC) on October 5, 2005. There were a number of issues to be addressed from the City Attorney, the Engineering Department (see attached comments) and from the Planning Division (see attached comments) that were identified verbally and in the written staff comments. All of the issues were discussed and some changes to the Plans were agreed upon. However, the Applicant insisted that the emergency access roadway will remain as approved on the Preliminary Subdivision Plan. Therefore, staff has no option but to forward this request to the commissioners for their direction and formal action. When the discussion was finished, the DRC voted to recommend approval of the Final Subdivision Plan, subject to the developer making changes specified in the City Attorney's Comments before P&Z Commission and completing the changes specified in the Planning and Engineering Comments before City Commission. The Attorneys last remaining comments were addressed and shown on the plans date stamped "Received October 6, 2005." STAFF RECOMMENDATION: Based upon the recommendation of the DRC and the submittal packet received by the City on October 6, 2005, Staff recommends that the Planning & Zoning Commission recommend approval of the Final Subdivision Plan for Prairie Lake Reserve, subject to the following conditions: a. Approval of the Waiver Request pertaining to providing the recreation facility prior to the 50th C.O., and; b. Completion of the Planning comments prior to City Commission Meeting, and; c. Completion of the Engineering comments prior to City Commission Meeting. Attachments: Memorandum from the Planning Division, dated October 6, 2005; Memorandum from Engineering Department, dated September 30, 2005; Prairie Lake Reserve Final Subdivision Plan, date stamped October 6, 2005. Mayor S. Scott Vandergrift City Manager Robert Frank ___ ,.Fr,__ . MEMORANDUM TO: Carolyn Alexander, Development Review Coordinator FROM: J. Antonio Fabre, AICP, Senior Planner DATE: October 6, 2005 RE: Prairie Lake Reserve — 6th Staff Review Final Subdivision Plan Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 These comments list the concerns of the Planning Department related to the current plan submittal date -stamped on October 6, 2005. However, it is possible that when changes are made to the drawings in response to these comments, that additional comments may be generated after further review of the revised plan. 1. [Repeat Comment] Provide a sidewalk extension along the secondary subdivision entrance to the proposed main road. - In order to facilitate pedestrian connections reflect this request on the plans. 2. [Repeat Comment] Please provide fully operational swing gates with keypads and decorative features at both entrances. - Please provide requested information and pertinent details (elevations, etc.). In addition, staff recommends an automatic gate for residence only on the secondary roadway access to be utilized by all for ingress and egress. 3. [Repeat Comment] On the secondary road access, please widen to 24 feet wide to accommodate two-way traffic. - Staff feels that the proposed secondary roadway design does not work. It appears that it does not have enough pavement width, radius and/or geometry to allow for large emergency vehicles turning movements. Please reflect this request on the plans by making the road 24 feet wide with a swing gate operated by remote control. This may call for moving two lots (84-85) to another section of the project. _ „47 f'__ Maor S. Scott Vandergrift Qi1y Manager Robert Frank Praire Lake Reserve PUD Large Scale Site Plan — 4th Staff Review Engineering Department Comments September 30, 2005 Commissioners Danny Howell, District I Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 The following are the results of your fourth submittal for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. Please delete Note 70 on the cover sheet, since it does not agree now with the 2 through north bound lanes on Clarke Road. 2. (Repeat, modified question) The spring may be located within proposed Ron Strosnider Avenue right-of-way. Therefore, it is necessary to locate the spring and show it on the construction plans. If this spring is contributing any surface water discharge to this project, then the discharge has to be included in the storm water calculations. 3. Please show the grading with spot elevations at the entrance road intersecting with Ron Strosnider Avenue. 4. It appears that you have changed the configuration of Retention Tract B by filling the berm inside the pond's narrow area and creating another pond and connecting the 2 ponds by an 18" RCP, at elevation 91.0 ft-NGVD, which is 5 feet higher than the pond's bottom elevation. It is recommended to place the pipe's invert elevation connecting the 2 ponds at the pond's bottom elevation to keep the 2 ponds functioning as one system. Otherwise, each pond has to be modeled separately. Please address. 5 91 7 E Please show details for the reduced pressure back flow preventer and the double detector check valve assembly on the details sheet. Please use a lift station with a minimum of 5 H.P. (Horse Power). You are using only 2 H.P. For the inflow pipe, please use only PVC pipe. The plan view of the pump station is showing Ductile Iron Pipe, and the section view is showing PVC. Please correct. Please add a manhole inside the pump station fenced area to facilitate the pump station's operation and maintenance. The pump station site plan is showing a 6" force main, however, a 4" force main is being used. Please correct. Please correct the word "Printed" into "Painted", on Sheet 15 of 16, General Note 1. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 • www.ci.ocoeeAus Praire Lake Reserve September 30, 2005 Page 2 of 3 11. For the grounding of the control panel, please use a 10 foot rod instead of a 5 foot rod. Also, use 5 Ohm maximum rod instead of 25 Ohms. 12. On the road's typical cross -sections, please place the word minimum before 1.5". 13. It appears that a pond is being proposed at the other side of the road containing the dual 36" pipe that was designed for flood control. Please explain how is this supposed to keep providing flood control for the area. 14. The lighting plan (Sheet 3a) has to be approved by Progress Energy. Please address. 15. Inlets 16 and 17 may need to be moved to the south to stay within 300 feet inlet spacing. 16. Please add inlets between Inlets 10b, 10c and 14 and 15. Also, between the entrance of the subdivision and Inlets 8b and 8c. 17. Please show a section of the entrance road to the subdivision. 18. Please show an emergency pump out connection female quick connect and chain -lock cap. Utilities Department: 1. Please note that a second water connection may be needed for this development to make a loop for the water service. 2. Show on the utility plans that the internal water main to the subdivision is 8" in diameter. 3. Please add one gate valve for the reuse main at the intersection of Clarke Road and Ron Strosnider Avenue and 3 gate valves at the intersection of Ron Strosnider Avenue and the entrance of the subdivision. Fire Department: 1. Emergency vehicle flashing light located at the eastern boundary of the Fire Station site for emergency vehicle access. Due to the increase in traffic movement and the safety of all motorists we are requesting this light. 2. Coordinate with surrounding development for an emergency traffic signal at Clarke Rd and Ron Strosnider Avenue. With the increase of traffic exiting onto and off of Clarke Rd and for the safety of all motorists we are requesting a traffic signal on Clarke Rd at Strosnider Avenue. Praire Lake Reserve September 30, 2005 Page 3 of 3 Public Works Department: No comments. Engineering Department Alex Z. Nasser, P.E. Staff Engineer 1; De velopmen t Informa tion i Residential Area 31.24 Ac, (above 100 yr.) 11 29.43 Ac, (useable) Common Recreation and Open Space 10.06 Ac. Total Project Area 38.93 Ac. Zoning PUD Gross residential density 5.70 units/acre Min. Living Area 1,200 sq. ft. Max. Building Height (Townhomes) 35' (2 stories) (Clubhouse) 35' (2 stories) Common recreation and open space includes water bodies, wetlands, open space and parks. Total number of residential units 168 Pralrle Lake Reserve PUD Includes Tracts "D" & "K" of the Pror/e Lake PUD. Existing Vegetation Primarily Pine and Oak Building Setbacks (Residential). Front: 20' Rear (from perimeter boundary). 25' Side• 10' Side Street. 15" Railroad., 50, Clarke Rood., 50' Max. Impervious Area / Lot = 75Z Max. Building Coverage / Lot = 70Z I ,�', 0 .11 F-inal subd7VLI;;�7on PI., far �range c;ounty, F'1orJ ­ : I : 11 . CI t1 y of Ocoee 1 Parcel 1 - (HOR) Parcel 2 - (LDR) Vested Non- Vested Total Acreage 18.365 Ac Total Acreage 20.694 Ac Units 108 Units 60 Residential Acreage 15.877 Ac Residential Acreage 15.36 Ac (area above 100 yr. flood) (area above 100 ),r. flood) Conservation Acreage 2.488 Ac Conservation Acreage Allowable Density(Net) 8 DU/Ac * Wetland (included in residential acreage) 2.81 Ac. Gross Density (above 100 yr) 6.8 DU/Ac 100 yr, flood 5.33 Ac. Allowable Density(Net) 3 DU/Ac Gross Density (above 100 yr) 3.91 DU/Ac Allowable/Approved Units 15.877 Ac (8 DU/A0 + 15.36 Ac 0 DU/AO = 173 Number of Units 168 units * Conservation acreage includes 2.81 acres of wet/and area located above the 100 year floodplain elevation that will be conserved, but will be credited as open space and used as part of the Residential Acreage for the purpose of calculating density. Public Focilities 1. The City of Ocoee will provide water and sewage disposal service. The developer will oversize water and/or force mains, if required by the City of Ocoee. The differential cost of installing oversized mains will be born fully by the City of Ocoee. 2. The City of Ocoee will provide Are protection. J. A Five foot wide continuous sidewalks will be installed on one side of all residential streets at the time of home construction. 4. The developer will comply with Ocoee Ordinance 96-01 regarding street lighting in public and private subdivisions, 5. Water and sewer will be dedicated to the City of Ocoee for ownership and maintenance. Easements w111 be granted to the City and other appropriate entities over the rights -of -way so that access within the community for maintenance, emergency service, etc. Rights -of -way and water and sewer in the non -gated sections w111 be dedicated to the City of Ocoee for ownership and maintenance. 6 Each parcel will be developed with the required infrastructure, including ons/te and offsite roads, water, sewer and storm drainage to enable the parcel to be an independent unit. Parkmg Requirements I_. Required Parking Spaces = 398 spaces Residential.- 2.25 space/unit)(168 units) _ 378 spaces. OWNERS / CROSSWINDS AT PRAIRIELAKES, LLC. (407) 706-0221 _ Clubhouse _ ous _ e f0 00 so(I s c ve50sf 20 spaces )( P / ) P s DEVELOPER: 6 00''CORPORATE DRIVE SUITE 102 FT. LAUDERDALE, FL, 33334 Provided Parking Spaces = 403 On Residential Lot 0 garage, 1 driveway) = (2 spaces/unit)(169 units) = 338 spaces ENGINEER: JUNE ENGINEERING CONSULTANTS 232 S. DILLARD STREET, SUITE 201 (407) 905-8180 Offstreet Spaces = 65 spaces WINTER GARDEN, FL 34787 Landscape Buffer Widths SURVEYOR: CEMS CONSULTANTS, INC. (407) 877-7979 Clark Road 1101(width varies) Natural Buffer 120 E. MAPLE STREET WINTER GARDEN, FL, 34787 N. Side of Ron Strosnider Ave. IO' Wide Wa/l/Landscope Easement GEOTECHNICAL YOVAISH ENGINEERING SCIENCES, INC. (407) 774-9383 ENGINEER: 953 SUNSHINE LANE N. Side of Tract "0" 15' Wide Wa///Landscape Easement ALTAMONTE SPRINGS, FL, 32714 E. Property Line P Y 25' Wide Open Space Buffer Easement ENVIRONMENTAL BIO-TECH CONSULTING, INC. (407) 963-0291 CONSULTANT: 337 N. FERNCREEK AVE. ORLANDO, " FL. 32803 ­1_ __­ ---- . ­_ I .1 , . I— I I I ' - Z - 4 �., .1, , 1, . � , I . W , :. 2 ,. � I I Conditions of Appro vat 1. Site developmentis estimated to occurin accordance with the following schedule Single Phase - Percels 1 & 2 - 2005 49 Exr'seng trees 8'or/arger (other than dtw trees or Tash"trees) located aloe This schedule Is Intended only o be used as an estimate of the buddout of the project and should not be used as a or road right-of-way 11nes w111'be preserved if at at possible. The buffer walls and mapds Wi be �ig ned a round lhasll e sfrfctguldeftne as actual buildout shall be determined by market conditions during the lffe of the project trees o Incorporate them into required landscape buffers and as street trees 2. intentionally deleted 50. The plan shows available pad size forieference only. For each indfvidua/lot, the buildings shall not exceed 70% 3. The homeowners association will establish and operate an Architectural Review Committee in order to set of coverage and the iota! of all Imoervous surfaces shall not exceed 75% lot coverage. architectural design standards by which the community will be developed 51. The grading plan shall be designed to preserve existing grades to the greatest extent space areas and on individual lots containing protected trees. For lots containing possible in common open 4. The developer cud comply with the Ocoee Code grading or other construction on individual lots, except ass 9 Protected trees, there will be no required as part ofeacih rosidential ots constructio m might be placed ced eiMer on the lot Oring nMea centsfreet Trees are issued for those lots' P Pecrlred fit the Final Subdivision Pfan, until building permits right-of-way in front offhe lot. 52 Removal ofexisfing protected trees will be limited o clearing road right of -way and retention areas as detailed in 5. Intentionally deleted the Final Subdivision Pfan. AI/existing prptected trees on fndtvidua/lots will be evaluated at the lime abui/d' fs issued for that or, to determine whether or not each tree needs to be removed m9 permit 6. Traffic control devices such as textured roadways, speed bumps, speed hum street !I11 Ps is sto stm is lacement ro , p signs, and 09 P oftandscapfng will be utilized as deemed necessary to control traffic throughout the development, 53. intentionally deleted PUDsubject to City approval. 7. The City of Ocoee 1s subject to the terms, provisions and restrictions ofFlarfda Statutes 163 concerning moratoria All to be placed within the 10, easement along the font of each lot wilt be placed around existing Protected trees to be preserved. on the issuance of bui/dirhg permits under certain ciroumsbnces. The City has no /awful INDEX OF SHEETS SHEET TITLE No. Cover Sheet 1 Typical Sections 2 Overall Site Plan 3 Site Lighting Plan 30 Storm water Pollution/Prevention Plan 3b Site Grading Plan 4-4a Overall Utility Plan 5-5a Tract, Layout _Plan 6 Tree Survey 7- 7a Offsite. (Ron Strosnider Ave.) 8 Offsite Clark Rd. Striping ( ) aping 9 Retention Pond Details 10 Site Details 11 Water & Sewer Details 12-14 Wasterwater Pump Station Details 15-16 Landscape) Plans .. FL1 - L5 an exevate entity, orrtseff, from the application of such state i g authority o exempt any '65. The Developer is to protected and prevent any disturbance, siltation, or other construction within the conservation n exemption. legislation and nothin herein should be considered as such areas (Tract "P) inside the 100 year flood elevation. Those areas are to be fenced off duang construction and silt fences installed to eliminate any possibility of disturbance in those areas during construction. 8 An emergency access easement to the retention ponds (Tracts A, A B 2 and I) and overall drainage easements shown hereon shall be dedicated to the City afOooee for emergency maintenance u No person shall undertake land dearing or the removal ofn The emergency access easement will not imposepro purposes at the time ofplating. the Building Department. The removal of protected trees shall be minimized to the maxinttected tree fi m extentng a ible an from any ton, burden, responsibility or liability upon the City of authorfzaton shall be granted to remove a tree if the Developerhas felled fro take resonable measure sp /resan e Ocoee, fro enterupon the subject property orbke any action to rspairormaintain the Drainage System. specimen and historic trees. 9 Intentionally deleted 57. Thera will be no separate RV or boat parting spaces provided w0#2 the subdivision. 10. Agricultural uses shall be permitted to continue in each tract until development commences in that tract. 58. Lots 102--123 within the townhouse subdivision wf// utflfze extended stem wall construction rf 11. A perpetual, non-exclusive easement far access overall intemat roadways and unnecessary fi/ling along the lake front to help minimize the impact ofexcess grading on existing trees rto proms red favor of the City of Ocoee and other applicable authofitfes forlaw enforcemen4 fire pnd other emergency ervicesrn and on the adjacent wetland area. 12. SYorrnwater management shall be provided consistent with the requirements of the Ocoee Land Deveio mart cede 59. An environmental swale sha/! be constructed along the rear ofalllake font tots and lakeside edge of Tracts "A", and tie St. Johns River Wafer Management District P "B', 'B 2"and l". The Swale will be located immediately adjacent to the conservation easement line song the edge 1. of Tract °F : 13. All finished foorelevations shall exceed the f00 Year elevation by minimum of two feet. 60. Each original thirdparty purchaser of a townhouse unit within this subdivision shall receive a written disclosure 14. All onsite utf/hies including electrical, cable tv and telephone shall be placed below ground. These utilities shall form which include sufficient infomhatfon to disclose to such purchaser the proposed site plan for Prairie Lake Reserve cemP/1' with ordinance 9r 17, which requires pedestahmounted utility boxes to be placed back off the street, no more PUD an the mix of uses within the PUD, such disclosure form to bs reviewed and a roved b the Ci Man t feet onward of eethe front building setback line, on all resfdenfia,lots which are less than 70 feetin width where aPProval of plat or the sale of the fast townhouse unit, whichever ri occurs. The cityshall be pro d� w the the !et abuts the streetright-of-way/frhe. acceptable documentation of compliance with the foregoing, which shall mdude a raceipted copy of Lie dfsdosura form tot each townhouse unit. 15. Each fire hydrant shall be OSHA yellow /n color and a blue reflecbve marker shall be affixed to the street /n the center of the lane closest to each hydrant. 61. Ad common pariring areas within the townhouse portion of the subdivision cud/ have standard 6'raised concrete curbing to define the vehicle use areas and to protect landscaping from vehicle encroachment, except where adjacent 16. A homeowner's association shall be established and shall be responsible for the maintenance of all open space to buildings where Miami curb will be used. and common areas as identified in the tract areas, ownership and maintenance responsfbilfffes table. 62. All sidewalks adjacent to common areas shall be constructed by the developer along with the infrastructure, The 17. All trans which are v be owned and maintained by the homeowners association and the propertybuilder shall construct all sidewalks adjacent to the bui/dings. association shall be conveyed to the assodadons by warrenty deed free and dear ofallliens and encumbrances at the time ofplating. 63 This project will be required to comply with Section 6-15 of the Land De development velopment Code relating to multifamdevelopment standards. 18. At all comers and where otherwise applicable, sidewalks shall have access ramps constructed to accommodate those in wheelchairs and others who are physics//y cha!/engad 64. 7rie storm water management system was designed to provide for stormwater runoff from undeve% d Tract Prairie Lake PUD. This will be conveyed within specified drainage easements to the sbrrnwafer C of 19. Street lights steal/be installed by the developer prforto certificate of' completion of his/herexpense and the cost ponds otthafr operation will be assumed by the deve%per in accordance with ordinance No. 95-'17. 65. WIthin 60 days afi`er receipt of written nofice from the City, the owner of tract "D"shall convey tract "D" to the City by special warranty deed free and dear of all liens artd encumbrances except for those matters acceptable to the 2D. The entrywaygate for the fownhomes shall be equiped with an opfcori system override device to allow Crty The form of the special watnty deed shall be subject to the approval of the City In the event emergency access to the townhomes b fire/rescue not p/stied: at the "time of tNe Gity's notice, at least twenty 20 days that Tract D"is Y ,police and other emergency response personnel per fife chief shall, at such owners sole cast and expose, provide -to the C' i prior to the conveyance, the owner of Tract "D- . requifcments. rty or review and approve/ a metes and bounds legal description and sketch ofdescoton, :both certified o the City of Ocoee, for the pia to � 21. Al//andscapedareas wi//be irrfgatedandhave an automatfcr,#, Sens of,Tract °D°shad/, contemporaneous wf * conveyed. The owner or. , , �Y th the conveyance of the property, provide.01he City a current attamey's opmlon of dte ors current fide commifntent to;be followed by a policy oftrte insurance, evfdendn that 22 A!/legs/instrimnts,indudfngbut notlfmitedtohomeownerassociatondocu n " ' LUe,, Lie rig g fee simple me b, warranty deeds, and P d Pert1' is free and dearofallllens: and encumbrances except for those matters acceptable to. the City. easements, shall be provided to the city of Ocoee for review and approval prior to or of the facia afpiatling. melo and expenses rylated to the conveyance of the property, fndudfng the cost of tide work, shall be borne 23 Open space between townhomO units arxe lance of theeconverence o Real PipPerlY taxes on the property shall be prorated as of the day of the Cf s (Tract H, L, M, N), which is not a part of individuallot, steal! be owned and P y. and the prorated amount ofsuch real property taxes attributable to the mafnbfned by the ownhome homeowners association ; owner of Tract •D• shall be paid and escrowed by such owner in accordance with the provisions of Section 196 295, s i Florida Statutes; provided, however, that if the conveyance occurs between November 1 and December 31, then the 24. A/!areas below the 100 year flood plain elevation (86.0) and wetland areas (ncludfrrg 25'G::tiars) steal/be iyfthin a o'a'nershall be responsible fairest royear. Successors conservation and drainage easement to be dedicated to the city of effan and s (W icted atNeither the and assigns, norany other person or sntrty shall be enh'tled t any road impact fee wcredits a odhe�co nsaho F pine of pra1.ting. any kind for, on account of, or with respect to the required conveyance pf Tract "D" credits r other mp the for 25. Removal ofawsting protected trees will be Ifmded to clearing road right-of-way and retention areas and areas of the event the City has not requested the conveyance of Tract 'D"prior to the time the first plat is filed for which in mass grading flated to deve%pment with the too year flood plain and compensatory storage areas Trc ; on includes Trans D , 'K--1' or "K-2 ; Trait D"shall be conveyed to theproperty indfvidua/ lots W11 not be removed during construction of the subdivision improvements. maintenance owners assoctaffon for ownership and . pending tie crty's request for the same. Tract "D'shal/be conveyed to the association subject to an easement for right of way and pub/fc utility purposes The foregoing obligations with inspect to die conveyance of 26. Iq order to ensure that as many existing trees as possible will be preserved o//road "`ht-of-wa Tract "D"sha/l be documented In a recorded Developer's Agreement. Pri " and mass grading areas will be flagged for review by the city and the engineer prior to any free rrmovaireNo Clearing the owner shall at all Imes be responsible for the maintenance of Tract "D" to conveyance of Tract D" to the Cfty, permits will be issued forsiie work orbui/ding construction unfit all trees to be preserved have been dearly marked with flee protection barriers approved by the city. 66. The declaration and property owner associafion documents shall comply with all city ordinances applicable thereto which era in et%ct at the time ofapproval of plat forany porfion of the project 27. A 6 foot decorative metal fence with brick columns and landscaping wf/!be consbuc.fed with the townhome deve%pment along Ron StrosniderAvnue. 67. The project is proposed to be gated and shall comply with all applicable Orange County ordinances and resolutions with respect to gated comunfties, including notlimrfed to Artie VIII, chapter 34 of the Ora 28. Any damage caused to any public road as a result of Me constiuctfon actmties re/ate4 to the = , a act shall be Code, as well as any amendmenls fro ihatArtfcle that maybe enacted thereto. A//cafe � County / i Chapter to the 'County° shall be deemed to refer to Me Ci for ream in said County Code Promptly repaired by the Developer to the applicable government standards at the`Devetoper's sole cost and eXpertse. , fly" pu es t o this WA w TER S a requirement EWER tone . nt. in Notwithstanding CI rn .:. req rtfhsb / CITY F h e ndr / 0 90 t. tr 7 hp Cit}radopts an ordinance regarding P e OCOEE (407) 905-3100 29. Ae°pyoftheMasterSubdivisfonPtansh litre d be `` „ 'portiona��rt� , ,: re9 ggatedcommunifies rdortoapprovalofa i tf REUSE WATER/ 150 N ° FIRE PROTECTION . URKE SHORE. DRIVE OCOEE, FL. _.34761 ELECTRIC: PROGRESS ENERGY (407) 646-8209 611 E. BAY; STREET WINTER GARDEN, FL. 34787 PHONE: SPRINT (407) 814-5344 P.O. BOX 770339 WINTER GARDEN, FL, 34777-0339 CABLE: BRIGHTHOUSE NETWORKS (407) 532-8511 3767 ALL AMERICAN BLVD. 111.11 ORLANDO, FL. 32810 GAS: LAKE APOPKA NATURAL GAS DISTRICT (407) 656-2734 1320 S. VINELAND ROAD WINTER GARDEN, FL. 34787 LAND DESCRIPTION (OVERALL); Tract OwnershiQ Tract "A" - Retention Pond, Owned and Maintained by Home Owners .Association A PORTION OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED Tracts "B, B-2"- Retention Pond, Owned and Maintained .by Home Owners Association AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE -QUARTER NE % OF SECTION 9 TOWNSHIP ( ) Tract "D" -Future Right -of --Way, Owned &Maintained by City of Ocoee 22 SOUTH, , RANGE 28 EAST; THENCE NORTH 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE %) OF SAID SECTION 9, A DISTANCE OF 55:34 FEET TO THE POINT Tract "E" - Private Road Right -of -Way & Utility Easement O en S OF BEGINNING; THENCE CONTINUE NORTH 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE %) OF SAID SECTION 9, A DISTANCE Owned and Mai P pace, Maintained by Home Owners' Association' OF 1276.32 FEET; THENCE NORTH 89'46'12" WEST ALONG THE NORTH LINE OF THE SOUTHEAST ONE -QUARTER (SE %) OF THE NORTHEAST ONE -QUARTER (NE %) OF SAID SECTION 9, Tract "F" - Conservation Area & drains a Easement Ow A DISTANCE OF 684.51 FEET; THENCE SOUTH 00'24'51" EAST ALONG THE EAST LINE OF THE WEST ONE-HALF (W 1/2)`-OF THE SOUTHEAST ONE -QUARTER SE 1/4) OF THE NORTHEAST ned cured and Maintained by City of Ocoee �� " i ONE -QUARTER (NE 1/4) OF SAID SECTION 9, A DISTANCE OF 5.50 FEET' THENCE( .SOUTH 89 46 11 WEST, 686.08 FEET; THENCE NORTH Tract G -. Club House & CommunityMeetin g Area, Owned and Maintained by Home Owners 18'29'36" EAST, 61.73 FEET; THENCE SOUTH 83'4T54" WEST, 70.45 FEET; THENCE NORTH 06'12'06" WEST, 580.70 FEET; THENCE SOUTH 77'09'34" WEST, 182.40 FEET TO A POINT ON THE Association >+ _ P P Tract H Open Space Located between ARC OF A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS SOUTH 77'32'33" WEST); THENCE SOUTHERLY ALONG THE all Bulldings, Owned. and Maintained b y Home Owners Association ARC OF SAID NON -TANGENT CURVE BEING CONCAVE TO THE WEST, HAVING A RADIUS OF 3324.05 FEET, A CENTRAL ANGLE OF 14'50'12", AN ARC DISTANCE OF 860.76 FEET; THENCE SOUTH 02'22'45" Tract "Y' - Retention Pond, Owned and Maintained b Home Owners As ssociatlon sociation WEST, 29.27 FEET (THE LAST TWO (2) COURSES DESCRIBED BEING `COINCIDENT WITH THE EASTERLY RIGHT-OF-WAY �� OF CLARKE ROAD PER OFFICIAL RECORDS BOOK 5076, PAGE 4514); THENCE NORTH 89'16'28" EAST, 245.00 FEET; THENCE SOUTH 00'43 32 EAST, 415.00 Tract J" -Right-of-Wa to be Dedicated � � y ted (at time of Owned FEET; THENCE NORTH 89'16'28" EAST, 20.05 FEET; THENCE ALONG THE ARC OF A TANGENT CURVE, BEING CONCAVE TO THE SOUTHWEST, HAVING platting), and Maintained by City of Ocoee Tract "K-1" �SO�UTHEASTERLY A RADIUS OF 555.00 FEET, A CENTRAL ANGLE OF 90 31 23 , AN ARC DISTANCE OF 876.86 FEET; THENCE SOUTH 00'12'09" EAST, 206.91 FEET; THENCE NORTH -Wall &Landscape, Owned and Maintained by Home Owners Association 75'23'15" EAST, 782.05 FEET TO THE POINT OF BEGINNING. Tract "K-2" - Wall & Landscape, Owned and Maintained by HoIme Owners Association LESS AND EXCEPT Tract "L" - Open Space Located between all Buildings, Owned and Maintained by Home Owners Association COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST ONE -QUARTER (NE 'h/a) OF SECTION 9, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE NORTH 00'06'28" Tract "M" - Open Space Located between all Buildings, Owned and Maintained by Home Owners Association WEST ALONG THE EAST LINE OF THE NORTHEAST ONE -QUARTER (NE %) OF SAID SECTION 9, A DISTANCE OF 1331.66 • `� 3 .66 FEET; THENCE NORTH 89 46 12 WEST ALONG THE NORTH LINE OF THE SOUTHEAST ONE -QUARTER (SE %) OF THE NORTHEAST ONE " _ Tract N Open Space Located between all Buildings, g , Owned and Maintained by Home Owners -QUARTER (NE ;4) OF SAID SECTION 9 A DISTANCE �� CE 1366.87 FEET; THENCE NORTH 18'29 36 EAST, 50.14 FEET; THENCE SOUTH 83'47'54" WEST, 70.45 FEET; THENCE NORTH 06'12'06" WEST, 147.18 FEET Tract "0" -- Lift Station, to be Dedicate d to, Owned Association TO TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 06'12'06" WEST, 20.11 FEET; THENCE SOUTH 77'43'54" WEST, 162.63 FEET TO A POINT ON THE ARC OF and Maintained b ;the y! City y of Ocoee. A NON -TANGENT CURVE (RADIAL LINE THROUGH SAID POINT BEARS SOUTH 84'36'49" WEST); THENCE SOUTHERLY ALONG THE ARC OF SAID- BEING CONCAVE TO THE NON TANGENT CURVE, DATE REVISION NAME CHECKED WEST, HAVING A RADIUS OF 3324.05 FEET, A CENTRAL ANGLE OF 00'20'51", AN ARC DISTANCE OF 20.15 FEET; THENCE NORTH 77'43'54" EAST, 162.98 FEET 2/21/05 City / SJRWMD Comments TO THE POINT OF BEGINNING. JAS RAJ SAID LANDS LYING IN THE CITY OF OCOEE, ORANGE COUNTY, FLORIDA, CONTAINING 38.929 "ACRES, MORE OR LESS. 71805 / / City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 11 10/5/05 DRC Comments JAS RAJ a ava a tot revrewb ras hoe buyers in all residential sales pn'r '�- then f ue irJ a c'shaif comply with any such ordinance adopted by the City. P a or any offices. YP pec uy 1 , 1168 Notwithstanding the conveyance afthe stomawaterretentio 30. lntentronally deleted " n ponds fro the properly owners association (The Association) or any provision to the contrary contained in the Conditions ofApproval, the developer shall remain responsible for the maintenance of the Projects stormwater management system (SWMS), induding all stormwater 31. Pursuant fro Ordinance No. 2001-18 al/ subdivision s' retention ponds, unfil such time as (i) the enfire SWMS for the project fs constructed and a o riate ce ignage mustbe consistent with the /ega/lyassigned name of pp p rtrficates of thesubdivision. Any subsequent change'to tie name of the subdivision must be approved by the City Comm, completion issued by both the City and the SJRWMD, (fi) the starmwater retention. the association have in foci be conveyed to fire Assocratran, (ifi} the Association fs designated as tiPonds intended le maintenance o be nvey to k Go ed 32, Each phase of deveopment shall stand on its own with respect to public services (sewer, water, story»water entity on the records of the SJRWMD and all transfer records management; access and other related services). by SJRWMD, (fv) the City has been provided with a copy of the developer's proposed mad te ance plauired by siRWMD have been t n m1h rasp to the SWMS, and (v) the City has been provided with a written statement from the Associafion acknowledging receipt 33. /nfentonally de%fed m the peveoper's proposed maintenance Plan with inspect o the SWMS and that fie Association is responsible for tie maintenance of the SWMS. Notwithstanding the fnragofng, the project shell comply with al/ City ordinances A The townhome Parton Is a private community with a mandatoryhomeowners association owning and maintaining regarding the maintenance, repafrand operation ofstormwater ponds that are in effect at the time of approval ofa the private streets and common areas. Prior to, or at the time of platting, an easement granted to all utility suppliers P/at for any portion of the property. forfngress and egress over the private tracts foraccess and maintenance of their u6/fdes, and the Cily enforcement and emergency personal for ingress and egress to the property. 69. A!l Declaration of Covenants and Restrictions atTecting the Properly shall include the foi%wing provfsons: 35. A# access rights to Clarice Road and A.D. Mims Road, except at approved /ocatons shown on the plan, shall be (1) Provision allowing the City to levy, collect, enfowe assessments or maintenance dedicated to the City of Ocoee at the lime ofp/attng. falls to do so or fails to maintain assessments at a /eve/ a!/owing for adequate of common areas ffAssodaton maintenance. 36. This subdivision plan is subject to the terms and conditions of the DevelopmentAgreemen ; dated June 18, 1991, (rr) Provision granting the City the fight, but not the obligator, to maintain/repair SWMS and obtain reimbursement as recorded /n Official Records Book 4352, Page 1655, as amended by that certain FirstAmendment recorded Janus from the Association, orfrom the Developerff (i) turnover of Control to the members has not occurfed, or (ff) if the A 1995 in Off9dal Records Book 4839, Page 2121; as amended by that certain Second Amendment recorded Octobery Deveoperis sfill responsible fermaintenance of tie SWMS 10, 1995 in Oflicia/Record Book 4956, Page 4908,• a// in the Public Records of Orange County, Florida, and all subsequent amendments thereto. (fff) Provision granfing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to 37. This subdivision plan will comply with City of Ocoee Code Chapter48- , motorboats capable ofgenerafing more levy and collect assessments and impose /fens with respect thereto notwithstanding the dissolution of the Associafion. than ten (10) horsepower shall not be allowed on Prairie Lake. 04 ProviSfon that the Association shall at all times be in good standing with the Florida Secretary of State. 38. The Deed Restrictions for the townhouse potion of the subdivision cull/ Indude language requiring that the garages must be used for parking cars and that parking will be prohibited on the private streets within tie townhouse area, (v) Provision that at the time of turnover of contral of tie Association to the members, the Deda except in designated parking spaces. the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's rantcedshall deliver to li that the SWMS is functioning in accordance with all approved plans and permits To the extent that any such engineer's re 39. The Deed Restricdons for the townhouse portion of the subdivison WI/ include la indicates any conacfive action is re ufred g port language indficating that ff trash q tie Declarant steal/ be required o diligenty undertake such corrective action cans are used at individual units, they should be stored in the garage, but if they are stored outside the a at the Dec/aiarift expense and o post a cash bond with the Association for the estimated costs of such corrective will be screened from view with a decorative fence and/or landscaping. garage they action. 40. Short term rentals (rotal term less lien 6 months) shall be prohibited Thfsresfrictfon shall be fit ratearf (vi) Provision that no property owned by the City other vemme the joint HOA documents and shall also be enfirceable by the City.. ° e0mo no levied by the Association. Y go nisi entity shall be subject o assessments 41. The developershall constructas one of the subdivision amenities a Community Meeting Room fit accordance with (cur) Provision that anyamendment o any provision affecting the C' ufres �.. ; _ _ L', G N the requirements of Ordinance No. 20Q1-19. Meeting room shall be a minimum of 1, 000 sf. and this requirement ' record WM toe amendment. unty fi'rml the consent of the Cfty in an /nstrumenf - °-� being met with the construction of the clubhouse. di -_ '] 1 - I.; (vifi) Tie anYdes ofincorportatfon and bylaws ofthe association sha/l be consistent with the o � 2� , ; ' 42. Proposed facilities within the common area park site foregoing provisions. t� (Tract G) shall be Poole tot tot, and picnic table. -v 70. lntentona/ly de%ten. ` 43. Drainage easements between lots are shown for location only. Final easement dimensions (widths wtll be shown i on the Final Subdivision Plan and will be sized o meet City requirements, ) 71• The stormwater management areas, in particular 1 ^ patems and flows that may exist. Pond B, shall maintain and acxomodafe fora// exlstt ' drains e 5 t 44. Unless otherwise noted, a 5' udlityand drainage easement will be platted along all side lot lines, and a 10'udl ����� and drainage easement adjacent to the street right-of-way.' 72. Compensalfng storage shall be provided or any fill within the 100 year /food elevation. 45. The landscape buffer areas along Ron StrosnlderAvenue shot/have shade trees planted every 30 feet 73. All multifamily buildings comprised of three or more dwe//fit un' ` " � "� " '^^ -- o mY and shrubs 9 its, reguard/ess of foobge ornumberof r }' t 3 `": l t ° Planted along at least of the length of the wall and the combination brick column/decorative metal fence. T/tass stwfes, will include aufomafic fife protection systems. , r I structures shall be constructed at least 5 feet back from the road right-of-way line. .--•- - _ -- 74. Poor to or at the time ofpiatting all of the following must occur (at no cost of expense to the city); (a) the lift? - i 46. All drainage, utility and maintenance easements sha!/be for the benefit of the Home Owners Assoda sbtion site (Tract "O") shall be conveyed to the Cfty b wafran d t Association. The free Y fly sad fit arm and substance safisbcto to the: } land burdened by such easements shall be owned and clear of r3' C - �c� i� by the fndividua/!ot owners The drainage and ufilfty easements all (fens and encumbrances, (b) the lift station, once main, and all associated sewer lines sha/ibe j �" shall be dedicated to the peroetual use of the public of the tinhe of platting. constructed, accepted by the city, and conveyed to the City by BI!l of Sale,• and (c) a sewer easement In form and ` I howetverce satisfactory rfthe d veto t rorovfdee Citys aafl be grantedenormance u� v�oaccorda over the force main and sewerlines• plc Fd6d ` °"" - 47. All walls, /andscap buffers, ntry and comer landsgpe improvements, and sidewalks along Clarke Road f the City "�� °° P P v rice with the requirements of Ocoee Lan,_d U 5' 0 and along Ron SYrosnfderAvenue shall be avmpleted prior to issuance. of tie Certfrcate ofComp/eton for those Development Code, then all of the events set ortt above must occur prior to issuance of a Certificate ofeLandCompletion. corresponding (d) The water lines, lift station, gravity sewer system, and force mains shall be owned, operated and maintained by the pro rig phases. City of Ocoee. 48. Street trees shall be provided by the home builder at a rate of one free per townhome unit prior to Certificate of Occupancy for each building. At leasthalfofthew street trees shall beshade frees, a minimum or2'DBH and 10' 75. Tie clubhouse shall be permitted and constructed prior to the 50M Certificate ofOccupancy of the residential teall at the time ofplanting. The remaining street units Cade. trees shall be understory tress as defined in the Land Development i Cen terfine rme E 12' 25' Ri ht-of-Wes 25 Right -of --Way 12, Match 22' Tract '" Cen tel22' Tract 'E" Easement 11, 24" 1212' 24" 11' Easement Exist. 8' 24" 12' 12• 24" 81 2' Sod Strip 01 Min. 1.5" Thick Type (t)p. Both Sides) '` Min. 1.5' Thick Type S-3 r'p Sod Strip 1/4 "r'' 0' S-3 Asphaltic Conc. _ ' 1 4 „ Aspho/tid Conc. y.Both Sides) n•. Cons. 5' Wide J 12' 4' Thick 300 psi Conest. 5' Wide Conc. Sidewalk 4" Thick 300 psi I bilize Min. Type F" Curb 4' Stabilize Top 6" Conc. Sidewa/k 4, to50 ptas Top FBV,, ' " to 50 psi FBV, Min. Type 'F" Curb - -I in Orange County R/W 6 Soil Cement Base Course Compacted in Orange County R/W (miami curb in front 6 Sod Cement Base Course Compacted 12 Sub to 989' Max Density (AASHTO T-134), of buildings/lots) to 9' Max Density (AASHTO T-134), Density (rade Co pacts to 98% Max. Asphaltic Prime Coat Applied at 0,15gal./sf 12" Subgrade Compacted to 987 Max. Asphaltic Prime I Coot Applied at 0.15ga/,/sf 300 psi 7 Day Compressive Strength Density (AASHTO T-180) 300 psi 7 Day i-omprvss;v& Strength *Alternative *Alternative 6" Limerock Bose Course Compacted 6' Limerock Base Course Compacted to 95� Max. Density (AASHTO T-180), to 959 Max Density (AASHTO 1--180), Asphaltic Prime Coat Applied at 0.15ga1,/sf Asphaltic Prime Coat A`' plied at 0.15go1,/sf with with 12" Subgrade Compacted to 957o Max. 12" Subgrade Compacted to 95% Max. Density d to 5O psi FBV,, Top 6" Density (AASHTO T-186), Top 6" Stabilized to 50 psi FBV, Min. Stabilized to 50 psi FBI, Min. E (Ron Strosnider Ave.) j (Internal Rods) TYPICAL ROAD SECTION TYPICAL ROAf SECTION N. T, S N. T, S L 2' 12' Internal Road 12' Internal Road 20' Offstreet Parking Garage do Driveway Curb 12' Internal Road 2' Internal Road Curb Driveway Garage i 6" Raised Curb 6" Raised Curb Proposed Driveway Miami Curb Miami Curb Miami Curb (Offstreet Parking Areas) (@ Dr'iveways) T YPICA L SEC TION TYPICAL SIF0 TION N, T.S. N. T S. I Width as Noted on Site Plan ILight Broom Stroke Finish Finish Grade y'' 1/4' 1 4" R. 241) 12' 12' P 5'-0" Apart Max. i Air � RI I f Pavement WALK SECTION DUMMY GROOVE + s Base . °� " . �o °•. a 3000 psi Concrete 1 4 1 4" R. 1+ —. 1 2" " 1d e .°. / �--- 4 1/4Ra. 12Sfablized SubgradeId 20'-O" O.C. Max, or 1/2 Expansion Joints 40 -O' O.C. Max, Length of Wo/k Provide at Every Sidewalk a Interse ction 10 : Com acfed Sub9grade: CONSTRUCTION JOINT CONSTRUCTION JOINT t Notes: 1. Sidewalk Joints Shall be Provided to make each Section a Square Section, 2. Use 6' Thick Concrete Along all Retention Pond Tract Frontage. STANDARD CONCRETE MIAMI CURB SIDEWALK D FITAILS A T.S. N. T.S. I i Future Curb & Gutter Const �%\ B 20'R or as Shown on Plans 1'-f0" A ���,` C 1/2" Exp. Joint A C B Kzft Gutter Curb & Gutter PLAN 1�-20 3/4 "R 7 1/2 '+��11 s 1/4" 7 1/2" io SECTION AA n 6" 1'--6' 1'-10" 1'-2 ^Fi-E 71/2" 6 1/4" 71/2' � � I V n SECTION BB n 6' P-10" 1,_2" 3/4 R 3 NEi6 6114 7 1/2' D " I B I 3, 6" SECTION CC VALLEY GUTTER N. T.S. ' TCenterline ract "E" 36' Tract "E" 24" 22' 112 22' 24" 6, Landscape Median Type 'E" Curb/Cutts 1/4 " 12" Conest. 4' WIde -y Cones Sidewalk Min. 1.5' 7hick Type S—J Type "F" Curb Asphaltic Conc. 4' 6" Soil Cement Base Course Compacted to 989 Max. Density (AASHTO T-134), Asphaltic Prime Coat Applied at 0.15ga1./sf ENTRANCE ROAD SECTION N. T. S. 5' Conc. WalkHandicap Parking Flush w/ Asphalt Sign Space (FTP-25) 12' a Accessible Route 1 1/2'R 1L 5' EOP 4" Blue Striping_ 4"' White c c Stripe y 4 PARKING BY .. N 50:1 1/2" DISABLED PERMIT 5' 12' ( ONLY N -4 $100 FINE Stabilize Top 6" F.S. 318.14 to 50 psi FBV Min. Note 12" Subgrade Compacted to 951T Max. PARKING STALLS SHALL BE MARKED WITH WHITE Density (AASHTO T-160) & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SEC77ON 4, 6.1. HAND/CAP SYMBOL 4 SIGN N. T, S. DATE REVISION 2/21 /05 City / SJRWMD Comments 7/18/05 City Comment 9/18/05 City Comments 10/5/05 DRC Comments NAME CHECKED JAS RAJ JAS RAJ JAS RAJ JAS RAJ ACCESSIBILITY- A) IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUIDING CONSTRUCTION, 4.1,3 SEC77ON (1), DATED OCT. 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY, DOOR ACCESSING THE BUILDING MUST BE DEPICTED ON SI7F PLAN, RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B) THE LOCA77ON OF HANDICAPPED PARKING STALLS , LOADING ZONES , SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA STATUES AND SEC77ON 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50.• 1 CROSS -SLOPE. (ILO 11-26-96) 12-11-96 NOTE. (HANDICAP SIGN ONLY) 1. ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2. TOP PORTION OF SIGN SHALL HAVE REFLECTOR/ZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTOR/ZED LEGEND AND BORDER. J. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WH17F BACKGROUND WITH BLACK BORDER 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". AS -BUILT /NFORMA77ON cFNERAL NOTES AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING /NFORMA770N: 1. ALL CONSTRUCTION INCLUDING BUT NOT LIMITED TO CLEARING, A) SANITARY SEWER GRUBBING, EXCAVATION, EMBANKMENT, GRADING, GRASSING, I. TOP ELEVA17ON OF EACH MANHOLE FRAME AND COVER, STORM PIPE, STORM STRUCTURES, UNDERDRAIN, PAVING, 2 INVERT OF EACH LINE ENTERING AND LEAW NG EACH MANHOLE STRUCTURE, CURBING, SIDEWALKS, WATER MAINS, WATER SERVICES, SEWER J. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER).MAINS AND SERVICES, AND MATERIAL TESTING SHALL CONFORM TO 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES CITY OF OCOEE AND TO THE FLORIDA DEPARTMENT OF 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WI7N DEPTH AT TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR ROAD AND LOT LINE AND DISTANCE FROM THE MAIN. 6. LOCATE WITV MEASUREMENTS FROM PERMANENT 14SIBLE OBJECTS BRIDGE CONSTRUCTION, MOST RECENT EDITIONS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT 77ES). 2, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UPON COMPLETION OF CONSTRUCTION. ALL SLOPES STEEPER THAN 4:1 B) STORM DRAINAGE SHALL BE SODDED. I. TOP ELEVA77ON OF EACH MANHOLE FRAME AND COVER/GRATE' AS WELL AS 3. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES. ALL 07HER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC,), 2. INVERT ELEVA77ON OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES 4. THE FLOWLINES OF ALL CURBS SHALL BE GRADED TO OBTAIN A J. INVERTS OF ALL MITERED END SEC77ONS. MINIMUM GRADE OF 0.30% AND SHALL DRAIN POSITIVELY TO ALL INLETS. 4. ACTUAL GRADE OF PIPE BETWEEN STRUCTURES 5. INVERT ELEVA77ON AND TWO HORIZONTAL 77ES FROM PERMANENT V/S/BLE OBJECTS TO ALL STORM S7UB-OUTS S, BOUNDARY AND TOPOGRAPHIC INFORMATION SUPPLIED BY CEMS CONSULTANTS, INC. C) WATER SYSTEM AND FORCE MAINS I. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN, 6. UTILITIES SHOWN WERE LOCATED FROM BEST AVAILABLE 2, LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MIN. TWO POINT 77ES). J. UST THE DEPTHS OF THE LINES AT ALL LOCATION AND PROTECTION OF ALL UTILITIES THAT MAY EXIST, VALVES, FITTINGS AND FIRE HYDRANTS 7. ELEVATIONS WERE BASED ON ORANGE COUNTY DATUM. 8. EXISTING ZONING OF THE SUBJECT SITE IS PUD, 9. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT CONTROL THROUGHOUT THE CONSTRUCTION PHASE WHICH SHALL INCLUDE, BUT NOT LIMITED TO THE PLACEMENT OF SILT FENCES, STACKED HAY 2 -O' BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER OF THE SITE. THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS 6" 1'-6" RIVER WATER MANAGEMENT DISTRICT AND THE FLORIDA DEPARTMENT OF 2'R TRANSPORTATION AS OUTLINED IN F.D,O.T. STANDARD INDEX #102. THE CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN PRIOR TO 3"R Pavement PRE -CONSTRUCTION MEETING THE MEASURES SHOWN HEREIN ARE THE MINIMUM REQUIRED. ADDITIONAL CONTROL MEASURES SHALL BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND _ CONSTRUCTION OPERATIONS. 10, STRIPPINGS AND ALL UNCLASSIFIED MATERIALS SHALL BE REMOVED FROM RETENTION AREAS AND ROADWAYS AND DISPOSED OF Base Material ONSITE AS DIRECTED BY ENGINEERING SO AS NOT TO AFFECT Sub Base Material BUILDING LOT PADS. 11. SOILS REPORT BY YOVAISH ENGINEERING SCIENCES, INC., RETENTION Note: When Used on High Side of Roadways, The Cross Slope of the Gutter Shall Match the Cross Slope of the Adjacent Pavement and the FACILITY BERMS, ROADS AND UNDERDRAINS SHALL BE CONSTRUCTED AS DIRECTED, Thickness of the Lip Shall be 6", Unless Otherwise Shown on Plans. 12, CONTRACTOR SHALL IMMEDIATELY NOTIFY JUNE ENGINEERING CONSULTANTS, INC. OF ANY PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS. TYPE 'IF" CURB &GUTTER 13, CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION TO ENGINEER ON THE FOLLOWING ITEMS: PAVING GRADES AT POINTS SHOWN ON N. T,S THESE PLANS; ALL STORM STRUCTURE AND PIPING INVERTS AND LOCATIONS; ALL WATER MAIN, SERVICES, FIRE HYDRANTS, VALVES, AND BLOWOFF LOCATIONS; ALL SEWER LINES, SERVICE LATERALS & VALVES, 14. STORM PIPE MEASUREMENTS SHOWN ARE MEASURED TO END OF MITERED END SECTIONS AND TO THE CENTER OF STORM STRUCTURES, SANITARY PIPES ARE MEASURED TO CENTER OF STRUCTURES. 15. INDIVIDUAL LOT OWNERS WILL BE REQUIRED TO CONSTRUCT DRIVEWAYS AND SIDEWALKS AT THE TIME OF HOUSE CONSTRUCTION, CONTRACTOR WILL BE REQUIRED TO CONSTRUCT SIDEWALKS WHERE REQUIRED ALONG RETENTION PONDS & COMMON AREAS, 16, CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL UNDERGROUND CONDUITS NEEDED FOR UTILITIES AND IRRIGATION, 17, CONTRACTOR SHALL AQUIRE, REVIEW, AND MEET ALL CONDITIONS Width as Noted on Site Plan OF PERMITS PERTAINING TO THE CONSTRUCTION OF PROJECT I» 1 4 1 I 1 R. INCLUDING BUT NOT LIMITED TO CITY OF OCOEE, ST. JOHNS RIVER WATER MANAGEMENT AND THE FLORIDA DEPARTMENT OF _______a _a•_ __.�__.;_"_� °• a Pavement ENVIRONMENTAL REGULATION, AND ARMY CORPS OF ENGINEERS. �a a'a ° I 18, CONTRACTOR SHALL USE PLAT FOR ALL CONSTRUCTION NOTIFY LAYOUT AND ENGINEER F 0 ANY CONFLICTS N LIC TS BE TWE EN — — — _ _�. P LAT A N D CONSTRUCTION PLANS, 8" I 12' I 2 14's Cont. I 19, FILL MATERIAL SHALL BE PLACED12" F (MAX.( LIFTS) AS SHOWN BYTHE PROPOSED ELEVATIONS AND TYPICAL SECTIONS AND COMPACTED TO A MINIMUM OF 98% MAXIMUM DENSITY (AASHTO T-180) AS VERIFIED BY A SOILS ENGINEERING COMPANY RETAINED BY THE OWNER, SUITABILITY OF FILL MATERIAL RAISED SIDEWALK SHALL BE APPROVED BY A SOILS ENGINEER. 20. THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT N. Ts. DISTRICT IF ANY DEWATERING SHALL BE REQUIRED. IF REQUIRED SJRWMD WILL DETERMINE IF A PERMIT IS NECESSARY, 21, PRIOR TO PLACEMENT OF BASE MATERIAL CONTRACTOR SHALL HAVE GEOTECHNICAL CONFIRM LOCATION OF ANY REQUIRED ROADWAY UNDERDRAIN. 22. FIRE HYDRANTS TO BE IN PLACE, APPROVED & OPERATIONAL PRIOR TO ANY BUILDING CONSTRUCTION. 23. PERMANENT BENCHMARKS, WITHIN THE PROJECT LIMITS, SHALL BE CERTIFIED TO ORANGE COUNTY DATUM UPON COMPLETION. 24. ALL STORM WATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER F.D.O,T. INDEX 280, 25. PRIOR TO ANY UNDERGROUND EXCAVATION, THE CONTRACTOR SHALL CONTACT SSOCOF (SUNSHINE STATE ONE CALL OF FLORIDA) AT 1-800-432-4770 FOR LOCATING ALL UNDERGROUND UTILITIES WITHIN RIGHT-OF-WAYR_ N. T.S. CROSSWALK DETAIL N. T,S Typical Sections June Engineering Consultants, Inc. JOB NO. I 71 E. Church Street Orlando, Florida 32801 of-0355 Certificate SHEET of Authorization #00008507 Ph. 407-839-6000 . Fax 407-839-6020 Prarie Lake Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE CLK IIIJI04 RAJ IIIJI04 As Noted OF 16 �\6 \v 0 The Reserve - Unit 1 R-3 5' Conc. Sidewalk to be Provided by City of Ocoee. i The Developer Shall Reimburse the City of Ocoee for the Estimated Cost to Construct the 5' Sidewalk Along Clarke Road R/W Prior to the Pre —Construction Meeting. Unplatted R-1 Exist, Access Drives to Owner - Silvestri Investments of Florida City Retention Pond i (to remain) �- i Match Exist. Sidewalk any I ♦�♦ X y °`� o'� O 4 aV cP' 4 ♦ ti X /wltb¢ 1 11 --�'_ �'� = i A♦♦ o�g , ♦ �♦ O♦ °'- dy° x I _ _ _ -1 1 ♦ ' "� ti :' -0•oti y60♦♦ t �` ♦♦1�' °fix �♦ ` ti°♦oa ` ��♦ �* �� `6 oy" �Q� , ti tt� �b ` 0��6 ♦o ' I I - � - r1===\}`\} j 111 /!/! .ti�,•��♦ ti♦♦ ♦` �.e ♦ .�` � a � 1 � � � � CLARKE ROAD (60 R/W) I � ♦ \V ♦ ` ` 'b O♦y9♦` .c.♦` :,�'`♦ .a°` «- M1 `O d -7%--Ir --.� 1 R� � -.� %d'a' �'' �� °♦ �' c� o o` O♦ _ ` � I x x a x °xd� y o0 - ,IcP' i �''0- _ _ '_."-'-•+i�•►•�,,...-.-+� - r � <j' 01,',tl x 1 W - C♦'r '! Lti °G°'Oa o` ` - - - _ a♦ _ _ , \ 1 6`'` \ 1 0�0 `\ �p ` �cA °4� a"''xa ^0 1 cvb ♦6 - 4 - - - - - - - - _ - _ - ♦ 1 ! \ /� • y �� ' d��tl7�t''Zl _ i-r 4♦♦ — ' , w (Z)dd8 0 1i �, �} `X` I titi. ...1 - -' .o♦ 1 , -I k ' , t \ , 1 , »i \ ,\ t\ 3b ♦ Existing M 4 1 _ - I I 4 5 49 i(V 5.1, 2 � � S f I ! �,♦` I + 1 } I 1 , ° \ \ 1 Fire Station i I' 1 �' \1'' Tract X8-2 } 1 oti w 4 0 - I 1 1 , } 1 1 ! ! I 1 i' ti �`� • , r, •'� � x ,�` di � -, ,.- - ) ! / � I I } 1 \ \ \ \ 4 \ 1 � + I / � x '4 l ♦ •4o y {!s . 1 � .4`•4� nsa� ! / 1 N . ) 1 'x \\ i 1 ► y �a S/te ° , \\ Q 4 I " � Owner - Cnt of Ocoee `� 4� x , •�, 44 •�' cP / I ! / / i i 1 , } �C9'V' 218 W 126 OiJ , I+, \ x Tract B ! , I .--- i }1 -,"-"" ' / � / ! / / ♦'� , , 1 1� \ 1 \ \ \ x , t �.� Const. 6 any/ Fence 1 \ ° _ X i � '•� ____ _- __�--.� ♦ 4 / / ! / ♦ 1 1 1 ♦ t a ♦ I I d (! , \4b - -_ - _ •', a' ` 4 ♦ 44` i-'� ! l/ ! ! I2439 R / /! / J/ ♦'°♦♦ 1 ' i 1 11 `1 `i f 1 ` ` 1 i9 ~ � g y \ ' t� 1\ � _ _. = �.` _ -" - - - - - -69- - --- y 1 1 \ ,\ , ° Along Eastern Boundary + x •. � 4 I •� _-- _ - i / / e � I 1 , , a 1 \ \ l �L. t \ } I , x r r ( r ♦x \ \ \ a \ , \ \ of Fire Station Site �� � , ♦ •, \ \ i / , -, \ _ _ _ _ - = _- _ _ 1 Y , , . I 1 + I ! 1 •te♦ ) \ \ \ \ \ \ 1 � �., � �-., � '/ :x � ii�.'- - -----cL'=.-- ///2.6 I ! q� I , I 1 , ( 4 I \ \ \ } \ i \ 1 1 1 \ 1 ♦°` OV♦ , c�llw \ \ `l"o-v^--'-�==98 ! $ .` 20,Utilit Easement 1j AS ;- �--==5g�s .14 1\ � ! / / �_,''� 4.2 26 j .' / ! t ' \ \ \ \ \ } � of d � ,1 \ \ �' �e -'�,�_ , II , ! 6o°I • -- -- _- _- -_-_-- ---- - '--Ig=09=:-_�= �_="__�� _^-'�.`- �\ ,� / ♦x / / I , \ \ } \ \ \ x \ 1 1 I ♦ °X"° e \ � ( I 1 1 I ♦ e �^ .•� � t x -96---- , / x ! �x / ! I ♦* i I I , + + i I , x \ �� gfi t6 .yo ! ! 1 , / �"° _ / / 4 o vb x , l i r ♦x 1 I 1 ! / qQ i " ` 1 1 i yxy x g 9�\ "!ix♦ ♦\ �' 1 ! 1 '' I ( -I- -' j'= =�^Zir 4`• �-`•- - �_-•-• r -' - . ,dY-.�.-.1.-.�:.-.=��/-.�1 .�-. .�3.♦ r d4�------ 1 .-�•,-' -t-•b tp T.-•-I-.-.-.-.T.-.-. _ - - -_ MN ti 1�`.�H 1 �� I ! 1 ! ! ! ♦ __- - °`` - - - ♦ ` �♦ , 1 _ 1 ` I° `4 --- x I�"�..� `- j�"_ �� -_- ♦x4♦ ��• , 11 ,, 1 \ I J r I ! ! , t " 1 ! I \ �,\ \ 1 X ! t r ri ! - ♦x ! !! i'`ti`x \1 I1 6911x , Qh\ o''`` V I I (w I 1�'�--I y III 1, ! !! 1 I of ��y0ti j I 1 ( ! ! + , I ! \ \ k(;0gst.l Crpshl Ggte - t 1 I ! , z , } 1 \ ! t + 1 / 1 I \ 1 \ \ \ \ \ \ \ \ I I 1 1 1 I ! II +' 85 Min \ \ I\ \ \ 0 11 i X I x rrI M°rr 'r 00 CJ1 b t ! r x I t 1 \ \ \ \ \ \ 1 1 .• 1 i � x 1 1 tti`i� l `i�� `I 11 10`` \\ \ ♦x \\ \\ b\ \\ \\ \\ 0 1\ 1 \ \\ e E \ \ " K I I I } \, ti` \, \ ' 4 1\ \ 85 6 87 8$ 89 90 9P 2 93\ 94 95 96 9? 98 99 1 1 I , i , J N 4C_ 'L ql °,• ' 1`tl+�f r 1 , 1 1 ti \ 1 \ i \ \ 1 1 \ \ ay 1 , 1 1 \ \ \ \ , \ , , 1 \ , , \ \\ i \\ \ \, t it 1 1100I ' , I' Q G "R�r. I I eonst. 5 t Conc.\\Sidewalk ` o ` e ` 8 i �y� \ \, 1 !2 . I# \+ \ \+ \ ( \ "�' x \ \\ \ 1 ( m 1 14I &a+ a r� N o ro I ♦x o 82 V \ I nsNiwctpd SY/ ipfr' s:Is lc r 1 1 I I + I 1 \ \ \ s \ • \ r"- I I I I i I k algng wort 5'�de \of Ron. \ \ \ \ 1 ., \ �f \ ' ` ! i i I I I i I I I m i i r } \ \ \ 1 , Strosnlder \.4va from (Exist. Road a >� ' (,III ; I -P `t �� 11 i"a1`x i I \\ (EXIS tll'1, %1`aC t \C \\ \i \ to 'Rropgsett Er�trai�ce ` o♦`x, \ \ \ 1 / \ e `, X X w� 1,+� I , J CTI ,\ 1.\ I , I 1 oti \ i\ \ x \ 1 \ \ti 1 1 1 \ \ 1 } , \ 40 ) r i I , I 1 1 , I N M t \ I o 1 \ "y♦I • v 1 \ \ \ 1 vx\" \ ��\ 1 \ \ \ 1 ,� ' ;, l 79 \ \ , 1 � 1 I 11 II ' 1 �• o �. `° \11 i i ' + ', 1 ` \Pra�rl� 'ake IPv+� \ �,x \ \ Ti' C� I K-�1 `10j1 WO{l 1 1 \ /\___ \ \ �t i , 1 , , I r lot o x , \1\ �( t , 1 , , I \\ \} \\ Lar9dsc(�pe1\ E emen \} \\ \ \\/! \ ! \ \ r 1 0 t49148 >' 7 146 1�5 14# 143 t'j42 14 f40 102 + I FU tine CQrrlf�'i\erCIGC� a1 I �� , I , 1 I I i , t Iq III o 0 x 1 , , , 1 \ \ , \ 78 , , 1 t f \ I \ \ 1 \ \ \ 1 \ \ \ 1 1 �' �� I x 1 I 1 ! + t. riot part lof airi� , Const.\\6 Dpcorotive Wto� Feroce\ \\ \ 1 \ , ' \ I 1 , , i t r 9 „ „ t} 1, I 1 f 1 j \ \ , I 1 \ , �z , _ II,I, +`! Tract 0 x \ \ \ } 1 \ 1 ) t , \ 1 , \ \ w1+th Brtck t:olurl�ns ,and , \ \ � � \ a , Ld dscd In to a Eonstrua \ \ 76 \ ` \ \ 4 r ' l r f'I+r 111 \ \ ! t , \ g\ \ \ \ \ + /405 Lake Reserved � � � � �' �\ \ `�, ,� � +,III I 1 , o 0 tix 1 1 'ti♦1 `\ , X \ \ \ \ wf Towlvhome Oevelopemenl\ `\ \ \ / \ , r'' '� I i , „�, I x 25 Upland Buffer N °'�� 1 �`x ' 1 `` ' ' Ownf' — S1 vest In vestmen t xof Fl rido x` x \ \ \ \ 7 �' �, , ,' r 1os I I, 1 �� p I I I \�, b,♦ \ (Se Lanss*ope Plpns\for\ \ , \ / \ \ 52 \ \ \ \ i ' i , I o ;riti fir c o \ \ Detalls) \ \ \ r h 1 14 1 i \ \ \ \ \ \ \ � i� \ \ \ I \ I r ( 1 //, I 20 Utility Easement X 1 \ I g I ' y \\ �\ \ \\ 50 \ l h Of— \ \ / 73 \\ \ 5 \ \ \\ !) ti p I ° N "� \ I Orrina e Basin oundar \ \ o / \ I x x \ �♦ / 4 •\ 13s ! 107 ! NH 83.0 Option al Patio 1` \ r♦ , y \ \ \ 1 \ \ \ \ , \ Ox , l� I I x , !/ I I (, 4`\ . \ \ \ \ 4♦♦x �\ i \\ \\ � \ 1 \\ � � i � 1+ 5 0 / 1 , \ r I 1 Cons#. Gate E ut ed \ 1• 1\ e x ��` 1 \i q`� 1 �` is fISdRL� �`�� �Fpt 1 \ 1 I t , I L4Ct` s\ —��An ---- — I—r —�\� _����C � � 1 11 1 \ , I i ~ ( I 1110 ' I 1 \ Z 20' 20' 3510' Min Min I Min Min Drive Garage House Drive Garage House RA' AAin 20' 20' 35' 10' Min 1__MtTn_l Min Min Drive Garage House Drive Garage House Drive Garage House �- Optional Pa do 1 0 \ \ \ 1 t4 Unit Small) Knox �bx Key) � � � : , ' 1 � � ' � \ TYPICAL T x ♦ ♦ c),� 1` , , ' I ` \ `t 1 `I °, 1 �``1 \ \ \ 1 \, \ ' „�,( ' , 't I I �,\ ( I , i ` 00 O (6 Unit Small) ' ` I `8 ` �� , It32 1 ' , NHOUSE PLAN TYPICAL TO WNH ♦ \ \ r i , E ' , t5T t I OUSE PLAN o \ \ ssi\ /. 1 1ii I i r + 1 1\ � Gate Ke ad \ / t \ \ I , Const.' 6' Dec' rotJ \ \ ,\ ,� t, / , `\ s7 1 1 I 1 , I I rb \ 1 •k ' 159 , , 1 t,� t f t.� , , 't N. T. S. 1 , \ Sidewalk on South \Side of, Ron , Metal )Fence with D /ck . � I 1 + \ ° \\ \ ♦x, i ` i 1 , I , 1 ' i I I I I I 1 , I i r N. T.S. 85 Min On W , \ Strospider venue to be / t Co n and 1 , I , .. 1 Conotructed'Iwith DOvgltopm�nt of 1 i g \ ' ' { 1 I i , 1 1 , , , 1 1 x Landscaping tot eR nd , Trutt '1C, Prairie Lake° PUD , \\ ', \ ,� 1 1 tst 1 I , , tz9 , ! I I 1 Pt5 1 y , r I I It , d ` ♦ � \� '` 1 \ , to eastorn bougao 1 I I I , , 1 \\ ` < t62 1 I , ' ' f1 + ' °j ' ' II " 20 55 10' t ` (to be Constructe Tract, K-2t 10 Wall/ li 1 1 1 wth To+nhome i I i ti q / \ \ \`` \t---- d \ t i G i \ \ \ I 1 1 , Landscape Casement , e {`� /\ \\ \ , t 1 , I 1 ' 12b16'� ! i Develop. 1 8� \ a\`` \ li `x I 1 I f r �6� t'n I r 110 « Landscape P/ansl f r , , 1 1 , '` t ,. I s, , „/ i 1 , 1 , , 12sr ! ! ! I Tract / I ! + ( I I House I t/ , 1 0o I I I I 1 41 I 1 , I ! r, t tfa r ! ! i r 11 f 1 r 85' Min % Q ` i , 1`x . I Oeto!!S \ 1 I \ \ 65 I { l 12 Q♦x�ct` a^� \ \' r ! ! farce/ Line .l, 1 1 >� � t ( ( x �� ( �2 , + / '• .. "' 2 1 1 , I I f t I I �ll ! iP1 �1 / " ( ♦♦�+�. = ♦x ' + r ! + h r r I I 'i is i68 f I r12 t I ♦' ♦'• \XL / ti♦x\ 1 i I O \ / Z , ' �`ti / .��• (^ti0 I i ! O — '� i ,' !) N 46 '�• �°be?''1 P°��,m r ! �� 1 I . % i' I I ' r «' ' � I o \ y 1 1 4 I I � i � .. i �'' i � / 3 1 °i�' j / / - _ � � / � / •o� a i♦ 1 * / I i I 1'' ♦ ; a \ r ! 1 ♦ Tract fd �` X .I ', 1 7( j' 1 1 I _ I' I/ 1 i.. " I .I I ,Tract `x 1 �� �i.\t \ I t / !} � I _�'�t ', �• I t i rl / � � ! , 1 I XI + +�Ttfoc� � ! t !.w°� � I ! ! ! ! "'� ! ,1 A" ! S ;o►r` !! !! /j ! �� 1 I! r ,' !! - N ♦x 1 \ � i i � 1 1 / I r' t ! r ! ! ! /'i ! ! ! , I ! ! , tax N v 1 1 r t \ 1 36 ,�,• I\ '\ `ice \ i 1 ,1 i I 1, 1 1 \i 1 35 � ic'• \I 1 ; I I I I , r f I r r ! ,l // I ! ! !! i � r ! ! , , r N 20' 55' 10' I + I I + House Garage Drive I I I 1 I House Garage 1 I + Drive I I I I I I , I I J N I Garage i Drive 1 LI N I ' Optional , ' I R I Patio I N ' I I I � Garage i Orive I ,I Optional v ; House Patio Rv I N j Garage I Drive N I 1 I I i N t i hqus? W/ I 780 LF of 5' Conc. Sidewalk to be provided by „'u %�" City of Ocoee. The developer shall reimburse . `, �ti` ;' 1 `x ,� 1 1 I ,- 59 ' \' ♦x 3� \ 33 Y` Q f` e x 4ti \ ti t \, 4 1 %cbrdoncel 1 I ! l /r ! 1 ; ) i , , rc i !! G �i' ` (4 Unit Large) the Cityof Ocoee for the estimated cost to °° \ u. �\ \ , " 5Y 1 \\ 3 \ 1 '/ tnbn 1 1 I I r , I I I i 1.) , / / / , , -' ,' 6 Unit Large) \ I 1 5° 1 1 1 1 1 1 1 I ! ti♦ \ \\\n 1 5 \ \ f \ ,\ I 1 , , 2Q0 !'" r r I ! RerhoVel Eixi t,l B 1 ! 1 construct the 5 sidewalk adjacent to the , ,\ ,1 \ 57 \ 11 40 32 \ i 1 to I I 1 , , ' !' , f r l �l , ! I /� TYPICAL TOWNHOUSE PLAN T YPICAL TO WNHOUSE PLAN 1 n �� `, i 6 \\ .+ I 3f ' 1 con'strpc}ed , , i I 1 ! , + I pep tip I on' I I ! ! l �' ' _ ! 0a railroad R/W prior to the pre -construction , nZ , 1 \ s 0- \ 4y I ' -, 1 aos r I , ' I { 1 . ) ) / ! ! ! -4 N. T.S 1 \ 1\ + 1\ \ e \\ "_ I I I p 1/(� 1 1 I r I f I I I I tissoclgted tMotorlo/ !! ! N. T.S meeting. \ 1\ I( I 1 7 , w ,\ , I t -►I -1 I 1 1( I I I I I 1 1 1, 1 1 t ) I, I I ) ! / I i' -' Unplatted R-CE a Const. Wheel Stops (where Sidewalk adjacent to sidewalk) N Type "F" Curb Striping Parking Space N Miami Curb —\ 9' \ \\�' j 1 1 \ \ \ \ +1 4d^ - i r ♦�?` I � , ) 1 I I Ii i 1 ( , I 1 ' ! „ „ �• � k ♦y\ ,t\ 1 1\ e _ , �• \ 30 11\il I o", t t i i i i w` I t I i i i I i i i1 i i i r i I i!ract F- LEGEN D IT t! «l4«' t I t 11 ♦ , 1 I I t ' I IC nserl/ati'oi1 Area--'' Unplatted ♦ Iti` \" 1 1\ 111 \ o l 1 ) G r\ t 29 ! 1 1 q rI i y \ \ },1\ 1 ► ! \ 43 F \ , i 1 1 I I I / I 1 '� ' ' PUD !`54 , , , 1 ! 1 1 1 ` 1 1 1 ! ! ! / 1 ! , 1 1 , I ) rQJn1`ig� EaySefl7ent.% X/.St%n Contours _ r / / / / + I i / , 1 I / ) i ( I J ) r 1 I ) I I 1 1 ! ! / ! i ! !! /( ' ; I i ' 1 ' .' X . / 4 , V / ' 1 A ' 1 i ) y (Conservation) Lot Number 12 Owner - Cityof Ocoee i a o o to m m m Direction of Flow \ \ 1 l ♦ao + a 52 1 v 1. w v w d w m .t o, to .n <v N O �' v 0 y �' i \ 2Q \/ ! �. i t t r, 1 i $ I r r r r r r r!/! ! r ,' T T , ♦ C+ I 1 \ ! / } I , 146 / / ,, / ! 1 i f t I r ! $ I /( ( I 1 1 i ( l / / / / / ! ! ! ! 1\ 51t \ ♦x I I x f t I, i I i i 6 !! r! Proposed Gr 7 .�; � 20 Existin Grade ,� 9.3 022 IS' X. tiah'` `\ x 1 1 \ >�Q k 1♦ 1 , I / / / , 1 1 r, t /, K I i t I f 1 t I !I I // !! l/ �_ ,�u 25 I i / / / / !!/ �ti °147 ' t I / ! / ! ! ! ! / t ! / y�o \ 11 , j \ r , , , 1 ' r I , i p ade T X 1 \ ,\ m ,1 at 1 , 1 t 1 f' i' /i f i 1 i i i II i i r // !! � I ) t I 1 1 Proposed Pavement » „ \� 1t � 11 1 I + \ 1 I "lam i �. 1 1 / ! I l t , I I I r 1 I l l l l l r t 1 1 1 1 !! !!! !/ !` // ! /�x '.: •: Tract K-2 %\ I f2 1� _ , \ I 1 I i l l f l J i 1 1 I! f I r 1 1 t 1+ i i r /` !!!.!/ /� 4� \ ;\ \ , , , I , I I i / I ( I t �i i t r 1 I , t I I , ( ! / / ! ! ! 43 15 Wall & \ 11 dr 1 ,1 I ' + i + I ' ' ' i (`x 1 I t I I i t r �' 1 r r I r r 1 1 I r ' ' ' ' / ! ! ! / ! 38 \ I 1\ I I 1 I 1 I I ' I I i, 47 Storm Structure ■ Landscape �♦ °ti` +�a" 1 1 i 1 1 I I t t ' I ! i 1 r r t r, r r,!!/ I/ r, I I rl r I t! r!!! / Sewer L c teral w v` 1 ! �! ' x ' 1 ! ! ! PRAIRIE LAKE Double Sewer Lat. ♦x ` 9`�\ 11 \I 1, !' �\ 1 1.41 , , , 1 r.� I I I I I t 1, l r t l l' 1 1 1 x NHWE = 83.0 11 \±\, -� . 1 r !, 1 t !! , 1! i f i I I I I 1 1 1 t 1 1, 1 1 I t 1; ', 4 Water Service ; r r i I I I 1 , I I 1 1 i i �I It tl 11 100 Yr. Flood El. 86.0 46 f 26 ' l/ I / / 1 i! I i I t l 4 1 I I I I 11 1 1 1 I I 1 1 1 1 1 f Double Water Ser. 1 ( I 1 ( + I r I I I I 1 I t l I I r. \' 1\ , 15 r I ! , 2 ♦x I j ,' ! 1 \iX4r t 1 >J ! (. t I ! xr i r r r+ I I t J r,!! I! 1 ! I r♦ I �C 1 !/ I I/ t •9, �� , i1 Liz, 18 19 20 a + I : (. I / r ! I 1 I , , ° jw 1 / l 1 / l r ! ! / ! ! ! t \ \ ` \ 8 �� W "� x�♦, ♦` , 1 \ `�.\ L,x , ` \ ° I / %' I I , ( I r� r` r r ! r ! I , ! r ! l \ i \ `\ `\ \ Water Main q ♦ °`ti}I+\\ 50' I I q4 I « w , } 1 I / / / I I ( / ( 1 I r / / / ! ! / / / / ! 1 \ \ \ \ iY Sanitary Sewer S Tract H 1 I 1 / ! r 1 ( , i ! r ! r i��/•, I ! r ! r r ! ! r r \ \ \ \ \ \\ \\ \\ t \ t i I , ( r 1 ! \ \ \ \ \ \ \ \ open.Spoce -- ------ i I I ! r r I / �� �,! ! r ! ! t \ \ \ \ \ \ \ \ \ \ '\ \ X 11\\\\\ SOILS MAP r--------t-- --T —'-r--r---+---+-1..., ' .__.-1.� — \ >_' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,\ tOr/77p%pe ,, ; ♦ -� - L- -L------------- ---t-- --- r ,---�-- r • ` , e, �, \ Fire H dran t L--L�l-' >.-.LNG \ \ \ \ \ \ \ ` A i ♦ti, i I- MI 2Z 90.00N N. T.S. Storm Inlet jl 46 ��9''' 4�' •0 �9 ♦ � � X " x r ! ` x , .J oX y ' '" " f t , ( \\ Concrete 77 ti`x x x x A eA 4 ! / ° ' 1 1 1 J o i t{ \\, '\ a Ob` ti♦ . ♦ ri / 1 I I i 1 I I ° r 1 I � \ \ \ , <• •; a; . a --wax v X d a ! I I I I I I 1/ l! I r 11 �! ,! �� \,\\ x wo' � y♦ � ° �`� � teF rr , t o'A yQh ♦4 ` I, t ` Exist.' 24" RCP!' I I I + (I ' I ' ' 1. 1IX Wetland Limits 100 yr. Flood Elevation 86.00 Plan & Profile Sheet ,# t ! i ! ' i i i Ii t'glp` 38 St20 . Lucie Fine Sandee Fine d Soil Type j 1 25' Setback 15' Drainage Easement 25' Up/and Buffer 43 Seffner Fine Sand Gate Valve pQ -�� xe�� o%y�� ti"'�x 50' Right -of -Way 25' Open Space Buffer ( 46 T F' S i of Roadway TYPICAL PARKING PLAN Unplatted A-1 (Low Density Residential) Owner - International Church i of the Four Square Gospel DATE REVISION NAME CHECKED %� V/ Vera/l Plan Prairie L aloe Resc7lve 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ ovores lne and Soils Boring -�•AB-1 47 Tavares-Millhopper Water S/owoff Q Conservation Line 100 Year Flood l June Engineering Consultants, Inc. JOB NO. E 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 01 O`'JZ55 C Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK IIIJ104 RAJ 1113104 1 1" = 100' OF 16 EROSION CONTROL NOTES 1. All areas disturbed and not touched in thirty days shall be seeded and mulched or sodded. (¢''q' Llitbl�lCion Exist, Access Drives to 2. Contractor to provide control of airborne dust during City Retention Pond construction as required. (to remain) 3. All inlets shall be protected by hay bales, x ` s° vX tiO o 11 /" 4. All sediment & erosion control measures shown herein xArc' `4 x °`�' °1 °` - I tf ° are the minimum required. Additional controls to be o,♦X oZg o,�`..,a= _ —�-�--�,-°`'y utilized as needed. `_0x �A, �,♦ ° Al 6 Oy h w° �° ° ♦�° 11 _ _ _- _ - _ "- - I I t1• e118 .q♦` � `, �♦ `,y ,°L ♦ ,ti♦, •bv 9 d §! ,L?•+d'y"�• o CO ^" ♦ °♦ d♦ d4' `L°` �, .Q1+dj6 G{' � �.��.�y0 O.t1+ ( 0° p Cis "r',o ° y6 4 s °� �. � OX'� � �. _ � -�. p�y� n- A _Q •p - -�!` ( 'yb •♦ C A n (V O, R-/ W 1 � � � •- 1 1 i p cP o.a o`` t . ¢,♦ oti *r " 05 ♦o eo ,o \ -4 v ♦ `♦ Q. 00. p Ib t yt, ' � �(° \`_ _Mt11�,x6/4KhIt ' Z)dd8 0` / 4 / i 1 l,1 - / \ s �♦ O° 09z - q♦ 1 1 1 1 \ \ \ \ s / / o tivo/'- t - t t \ t \ t t t \ \ + ' `o ai (I yo e / / / 1 1 4� \` t 11 / 1 �� 2/� t i I I I l e i 1 \ \ ,z, i i 1 Tract xe_ \ _ 1. 1 t t I 1 \\ 1} x 4s 3� x ti I 1 C, � 11/ t 1 O// t . o '4 1} • 9.4`0 `,x) t I x t \ 1 1 } } 1 t Q♦ 1}, x 'VS' ♦ _,J / / o ( 1♦ } \ �, } l �yy ,� X \\\ \\ - - - ' - o. / 6 's;.' =1^ y,'� \ It ` ♦ ¢ di S j - / ! / 1 t r I 0 1 \ 1 d` ' 1 I 1 \ 1 J 4 ! ♦" o \ \ f! _ >F• ` ties i•'r / ! / l / / 1 I i I 1 1 \ } t t \ t V \ t / 1 1 t ep a ! r� ( 1 � \ - -__---t.yoX C/1 I V N + \ I Tract � 1rn \ \ x �5� Q J\ --- -- L888-� :- -- ,.•,t, 4 � \ \ y ♦ ♦� / / / / /' r /l i ! `o♦♦ \\ 1 ` ` t ' ' 1\ \+ t \I ' `%' t1 I 1 ! '+R' S •�` I' II \ :,� X r {j \'ra -_ ---:-- __--68`-- - ___-4:-� ___ Stid� tt\t\ Jr 1 r ;x 1 1 1\ \ yfP \\ \ l 1 t Id oy IITxlx+ \ `\Q� 1 t / 4 =� -_-` 06----c- _-_'_�� _ 1 \l\t1t ` `~I l / ! / / / I I I r t ( X\ \ \ \ �,♦\ \ \ \ 1 \ t \ t t I xlxl \ \ i-� '-=/\ \ _�•- -6 _ --- - - _ ;�\\\\\1 \iy �S ,s , J / / / / / n}• / 1 1 s \ \ 1 \ �� � 4 �r \ � \ \ X /ice "t_ _ __ _:-____,.= �__---._Ls-99- �=�• =--_- =_=- __ _ --�\\ \\ �bo e ___= _---_-------8_.y8 097 a ♦ , , i ! J I ( 1 1 V \ t \\ \ ' ` \ \\ .5$ �t ♦ r y ; I / / / / / ! J ) ( 1 \ \ \ \ \ ',� ♦ yb t 1 I l ii ,o = - - '" =-£8-T'•8 ;--''.�•=_- �_-_�\\\` / / / J I f I \ \ } + 1 \ 1 I I d' yr I'I I \ \ \ / 9 i 111 / / --_-- - _ ----- -Y^ 'tc ♦ \ // 1 / / I l , ! . &o�x °o♦,�Xyo I x_-- r.=�` `gK I / I \ x/ sue• \ III - ----- - -=B.L x--- yy tin# ot�y I\O // 1 i 1 / 1 ! , I I I ( 1 ) \ \\ \ \\ y°\ l I t 1 �.` o ae \ ass = r• o y G \e X, \ } 1 '.. i a4 __oy --- ���- I o 1, , _., �•, '� � `• 1 I �9 ( ��,$��- Q \ .•/+fix \ \ ' �� J � �' , ♦ / ,%/ ! ! ,x / ( r IX ( 1 I ( 1 I ( ! ) ,♦ 1. •q \ \itgfi Lo�yo . r }' / � /Ip �\ o !• 4 4 7 ! yy, r " - 1 X / it ♦X - `' l I ! r _ i e` / / d" / / / -/ - y ` ♦° I r ti RY a.., ♦ , o ♦` / y ` \ 1 a 1 1 1 I ♦ ��. - - - - - - - I b , _ 1 , # :; -�._ - Project Name: Prairie Lake Reserve POD " Hazardous Waste -All hazardous waste materials wilt be disposed ofin the manner specified by `X t .i ♦X \\ \\ o X 1 7`X I i i \ , I I I I I . 1 e , I 1 t oti ♦ti a� \ \ \ \ .a.`'S i 1. 1 1 1 ! I -- c` , I /, 't) x �c local or state regulation orby the manufacturer. \ t " , tv 1 t b t 4 \ o r---- y so1 ( / / , o� a o FDEP Pro eat /D #FLR „ 1 \ \ \ \ \ St'pbl 1zec� Consfru�t/on � , ; � I I / , ti � t } ) ) I I / / ) t / r l t 1 \ \ \ \ \ I I t 1 1 i i I / \ \ } \ I r I t t r \ \ €n tra/Zce 1 ' Sanitary Waste -All sanitary waste will be collected from the portable units as per the , \ \ \ \ \ t \ I 1 l I 1 1 \ \ r ( ( I J r r ) c x I 1 t \ \ \ \ \ \ ♦X 1 } \ \ `• d 1 \ ; ' I I � / 1 bo I ;�1, Jf I J I 1 J 1 I Site Location: Ron SirosniderAve. & Clarke Road, Ocoee, Florida requirement of It1e City of Ocoee. \\} 1 I x, I �x 1 t`ti` 1 , �`%\ \ \ \ \ \ \ \ \ o� t \os° ,\t I \ \ t I 1 I mX JI tip, tlJflrll S9722R28 q ty t } } r. i t I I , t } 1 I \y \ 1 ti° \ \ `x \ \ 1 yip•` \ \ \ \ \ \ \ ' \ \ 1 i } 4 1 \ 85 `86 87 80 89 90 9f 2 93\ 94 95 \96 97 98 99 1 i i y tom(, 1 1 i / ( o o r • �-X r t t + t ti4 \ 4 \ \ y♦ \ \ , 1 \ \ \ \ / , 1 , ry 1 ! Lat6tude 28 3574 Longitude 81 3018 e`r tyy� �'r„Xh \ 1 \ \ \ \ } \ + \ 1 + \ a \ \ \ \ \ \ \ \ � \ } \ \ \ \ \ \ \ \\\ \ \\ } r i I ;ICI i, i f otr9 Offsfte I/ehide Tiaddng \ \ \ \ t t \ \ \ 1 \ \ \ \ + \ \ \ \ \ \ \ \ \ \ \ \ 8 \ \ y40 \ \ \ \ i I i A stabilized construction entrance has been provided to help reduce vehide tracking of \ \ 1 \ + + + \ \ ' 1 x f Site Area: The iota/ site is a aoxfmatel 39 acres of which 30 will be disturbed b construction sediments. 77re paved street adjacent to the site entrance will be swept as necessary to remove w v �+ o e c n 1 x \ \ i tj i I PP Y l an N N N N N N N N N r .- r r r r fj O D - ♦ b 8'1 �' I! I I I I i Y P I i 1 \ r r r r r r r r r r r r r r r r i r r t11 I I ( 8drV%fies. �,` + + \ t `, \ \ \ � � 1 \ \ \ \ \ \ � t � + i t + \ � � � � ,J ►► � ` _ _ r t-•- I I I III , I I any excess mud, dirt or rock tracked from the site. Dump trucks hauling material from the contraction site wiit be covered with a tarpaulin. 1 t \ 1 \ \ \ } \ \ \ / = i I I w I I ' \ \ \ + \ \ \ _ ) ,i I III Owner Name: CrosstvirndsatPrairieLakes, LLC. t , 1 II1 1 l 1 `x t It i \ \ \ \ \ ) \\ 11 t\ \t \\ '\ \i \\ '\ ,,X\ \ \ 1 X / 1 \ 8� \ I r l I f f m ( 6Q0 t t,\1 1 �'\ \ 1 Iya• 1 ,x t \ \ \ \ \ ° \ t � \ 1 : ,tt :,.� � Corporate Drive Suits f02 1 a4' \ 1 ,x \ \ X \ \ \ 1 \ \ l \ + 1 } 1y + t \ 1 r ,A• } \ V , , 1 1 1 } `yt \ �` } �x \ \ 1 l 1 4,vX\ \ \ 1 \ 1 t t 1 a / \` 79 \ ! o, I I ti '\ 1 tt \ \ `max \ \ \ \ 4 \ �r'r 1 I t e gt \ 1\ I t I I 1 \ V \ r +l + +\ \ ! 1 A °ir�ix `X 4 Ii t,t \ 1't \, l \1 ' tt tt 1 t \ 1 t t t \ . + t \ t t \ 78 } \ x \ 1 �0 1 14.9146 I 11�17 746 1 g5 i 11 I I \ x1 t 1 t4 I 1 I 144 I 143 1142 I i 14� I 1 140 05 t I andsedlm J x a r l if t) f I i I I ! I) Ft Lauderdale, FL. 33&W TIMING OFCONTTZOLS/MEASURES r 1 hot 111; 1 1 1 I l 1 X I'll Na' iI i J! I Contractor Name: As indicated in the Sequence of MajorAcdvities, the sift fence, stabilized construction entrance J I I I 1 will be constructed dor to clean or radio of an oter rlions of the site. Areas where A ng 9 9 Y Po 103 i I 1 1 1/l r� I r' + ,� % iI fro Project Description: Construct infrastructure associated with a single family residential subdivision Clearing Grubbing, eonsbuction acbvdy temporarily ceases for more than 30 days will be stabilized with a temporary seed and mulch. Once construction activity ceases permanently in an area, that area W11 be I I 104 f l 111 l)Ill li /! and installing a stabilized conractian entrance, perimeter and other erosion t t ls• stabilized with emlanent seed and mulch and/or sod. After to enfire site is stabilized, the p grading, excavation for the stormwafer onds, storm sewer, utildles and accumulated sediment will be removed from the retention ponds and along the silt fence. \ \ \ \ \ \ t t \ \ \ \ / \ \ t --t--� I x r f I I iI r r 4 1 r en con m, P 1 I \ \ 1 \ e f ( 1 t \ l t \ \ \ \ 1 \ + \ \ \ \ ♦X \ \ ` \ 76 \ \ ' + \ \ w 1 t ' J 1141r r l i r building foundations, construction ofroads curbing, sidewalks; ie ration forfina/ plant and X t \ \ \ \ \ i \ + \ \ \ y\a t \ \ otp a \ �,.\ \ t \ J a�05 ' �t I I r I I r 9 . , 9, P Pa P n9 ��` 1 ) Qtti` \ \ ,x \\ \ + 1 \ \ t \ \ \ \ \ \ 7 r \ �fj f t \ 1+ �'� ■ 1 i I 1 I $ t 'X seeding. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS X'. l t Q \x \ X\ 1 t `♦X \ \ \ \ \ \ / \ \ \ ) f06 I. ' Irlll . I 1 ?4. t i I 1 I \ y \ \ qb`\ \ \ \ �o \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 J I It )),iI I, 1 • e. t �,�� / I I 1 \ \ \ 6 \ \ ti \ \ \ \ \ \ \ \ \ n \ $4 \ 52 \ 1 f Contraction Sequence: The storm water lluBon prevention plan reflects the CofOeoee Orange County, St. Johns 1 1 i J ` I I 1 \ \ \\ ` \ \ \ \ \ \ \ \ / \ \ \ \ \ J ) ) I I I/ I I I t I 1 I. Install stabilized construction entrance. Pa P • 9 ty' X ♦X I 1 1 , ) I I I 1 1 \ ` `\ \ \ COnst. �5i/t ken \ \ \ r r / t 73 t t r 5 t J 13 t %'' 0 r x RlverWaterManagamentDistrict, Ftorrda DeparimentofEnvirvnmental Protection and the U.S. \ / \ \ \ \ ' Environmental Protection en re uiiaments for stonn water Management and erosion and \ \ \ \ ( , A i �Q, 2 Clear and Grub for silt fence installation. y } \ r `x \ �rodln\sg)6 itCt4?oring/`\ \ \ \ \ I , . I I r A8 cY q agI 1 1 x x \ \ I 3. install Silt fencesediment conker.'x \ \ \ t \ \ \ oX I ' x ' i ! I I 4. Construct Retention ndsWass Site Gradinr`h \ \ \ � I I 5. install infiastnucture - (Storm Sewer, Utilties, Roads, etc. 1 t s` 1 ♦ } \ r \ I/ , I 1 i.db x ) MA/NTENANCE//NSPECTTONPROCEDURES .X , t `X \ `x 1 t * \ \ x 1 st \ ,• t s , \ i I '-��� I .,I v foe / 1 y t o♦ti` } t t y� 1 t t 1 t ) I\ • \ t 1 I �t� I 6' y 1 } 1 8. Complete fins/grading and instal! pemlanent seeding and plantings. yi i \ \ ( } `� t I I i I 1 1 i t t 7. Remove an accumulated sediment from basin. I Y These are the inspection and maintenance radices that will be used t0 maintain erosion and ..I \ ��,, I t 1 \ \ t 1 \ qh♦ I ♦� \ \ + t 7 \ \ ~� 8. When construction active P tY %S complete and the site /s stabilized, remove silt fence and sediment canbo/s. x ` t` 1 ' I ' \ t 1 ' ' I 1 t t t i i `\ '+ Y Y All control measures W// be Inspected at least once each week and fallowing any storm event maX ` \ tl , 1 + \ \ t\ 1 \I i i o \ + \ F' 1 \ 69 \ \ \ \ t5) } 1 t3113 t I I 1 reseeW esod an areas disturbed b their removal } l 1 } \ ,1 P� of0.5 inches Or' 9realer. A rain gauge will be on site to measure rainfall amounts. Soil Type: Site is primari underlain with USDA-SCS "A• Solis 67 \ \ 1 k t I I I I + r lY TYPe • All measures veil/be maintained in cod world order, ifre iris necessary, it will be /nikafed t 1 , 1 1 1 i I I 11 �1 i i i j (Tavares and M01happer Fine Sands) within 24 hours of the report g pa' ' ry t \ \t \ $, 1 t 1 1 \ \ \ � . p.1 x\ x \ \ \ 1 \ \ 1 yy. I 1 \ X t 1 t X 1\ \\ ; \\ �� \ i �' , 1 �0 I 4 I 1 , 301 y I f t l4 t I I 1 1 • Built up sediment will be removed from sift fence when it has reached one-third the height of 1` I ti♦ t / ' 1 1161 t t ' ` 1 12B ° I 1 ' ` i I I I yX RunoffCoefrrctent The final runoff eoeloctent for the site my be G-� 55 the fence. y;" l 1 �'t \ I 1 1 I p 15 I I 1 1 ..q 1 1 ' \ + \ 1 \ \ \ i 1 I t ' I I i i Sift fence will be inspected forde th ofsedlment tears, to see if the fabric /s securely I 1 lip 1 1 °' I ro f I t I Dewatering Methods: Not required since water table is very deep attached to the fence its, and to see than the fierce x o 1 I \ 1 } \ \ I 1 1 I i I I 1 t I I t \ � '. \ \ I ) } ,I I � I I I I r I posts are firmly in the ground. The retention ponds/sedimentbasfns wdl be inspected and sediment wX be removed at the I t 1 1 I , t �� \ p� \ } } 28 / f I 4,X r 1 t l I I Receiving Water ' e I \ \ 1 \ I I 1 1 I } 1 / \ \ /l I I I I > , y , ) � end ofthe job. \ \ r 1 I r , / y r t r Body.• Prairie Lake Temporary a , I 1 I 1 \ 1 ��� I \ \ 1 \ x I I I / t 1 r.ahr t o ti S /o a porary nd permanent seeding and planting will be inspected forbare spots, washouts, •` • ' �`` I i /1,126t J 9j/ r" •a r J r r r ! 1/ 1 I t and healtfl rowth,Po 't `! 1 r r I r f 118 r / l r t it r r CONTROLS (BMP's) Yg i er \ ) ♦ i 1 1 1 I 1 V 1 1 5 J rr ! 1 119 J l l ! 1 Iri1 1 \ } 65 } i , I 1 1 , 1 _ * r _ _ „ _ It is expected that the followina non-stormwater dschamPc w;n firm,r r»• m ri o Qii ,ri..:.,,. k 1 + `x �` °9 �, \ I I 1 1 `6 `x y< ,e eoti \ \ice 0 1 I 1 / I i 1 } t / I V 1 P r I/ 1 63 I .. \ I X �� x I x I 62 \ i ) } \ -� t I i' I 1 li;y° I / t ) - I ) ( , 1 r) J I X iQ3 i 1 r I / 1 / // "T i ( I J J r / / i I I t l A 1 I x i rrosion ana 5eaiment [;ontrals Stabllizetton Practices construction: Water from flushing ofthe waterlines. g oo tY P P Po Tem ra Stab/Uzation - To stock Ices and disturbed rtions of tfie site where construction Water from the washing ofthe ng pavement (where no spills orleaks of toxic or hazardous activity temporarily ceases for at least 30 days wiU be stabilized with temporary seed and mulch. materials have occurred). 1 " t 1 \ .. \\ \ I 1 1 ' , ` ' ' ' I \ \ ��� I _ _ _ i 1 , } t i 1 ����� x \ 1 I ( 1 f 1 1 i r I. 1 I b • 1 I ! / ! y /' ; = ; `� III 1 1 l - - . - Uncontaminated roundwater from dewaterin excavation Permanent Stabilization - Disturbed rfions of the site where construction activities g ( g ) Po permanently AU non -storm water discharges will be directed to the sediment basin prior to discharge. ceases shall be stabilized with permanent seed and mulch and/or sod no later than 30 days I i v` } ♦ C i , r r / , 6 F ti P m / y t / I I t 1 " 4 + �'� i• / f ° J 9 / I _ _ / / / / / .o� after Me test constiuc6bn activity . IN VENTORYFOR POLLUTION PREVEN770N PLAN ` I 1 / �i I I 1 I I / / ! �, / / ! / / " J� �♦ o� \ t !! / /� / ± I 1 1 ' . 1 I \ 1 \. ~ l x I r I I J 1 ! /r r 1 ) / Structural Praaces I v 9 \ r i I r / - / , 1 �x The materials or substances listed below are expected to be present onsite during construction: \ I / / I I I 1 : • j 1 i \ ' ' i , ! / ! J Slit Fencing Will be constructed around to ter of Me site as indicated on the overall t 1 I I 1 1 1 1.. 1. .1 .i ..1. ; I .f.,I .I ..1 I J P �- P/ :ACso�crete X \\\ i \/ >) i r 1/ 1 I 1 i I x i ; ` 1 1 i r i i !/ ) ! t plans of the construction an. I/' ``/ ) ,' >r r j'' r' /' i lJ !/ J Retention Pond/ Wood ` \ I / i /I I I_ 1 l 1 1 r X / I , Masonry Block I 1 \ Xv I i f/ 3 ♦ Lo♦` I 1 y,Pt J ! /♦ r 1 Nft]li l /i'- / \ tx X ♦ti 1 'i 1 k t °' I! 1 1 ilto !u°{ S U{I l l, r 1 ��r ♦'f 1 1° a�` � `. t t •.v_ r 1 / l ! ��f ! l I ,' ' � Sediment Basin - tMU be constructed with the site grading. Once taDnsbuction activities are • RoofingShingles 1 ! r neatl com lete, the accumulated sediment will be removed from the basin. syikeo x ti0.+t1 t' }. y t ¢ 1 \ \ \ \ \ i 1 1 1 r o r l r! i r l ! 1 r�� J J J J l 1 /! - Y P ♦\ ti a 1 1 , r � .' 1 t I I l p Petroleum Based Products l i I ' \ \ \ \ 1 \ 1 } I I I I ( ( I r r , i f r, /� , / r r,/ r /x Fertilizers y�` 1 I t I \ \ \ \ :C" 36 \ 1 ' ' I I 1 �! 1 1 1 1 / I ! / / / , l ! / J J 1 /" // e`o Other Controls 1 � f 1 \ 1 - � \ 1 \ \ 1 1 d4 •Cleaning Solvents J // ! !! ! Waste Disposal , / r / / ! ! / ( , // Po Paints (Enamel and Latex) r i 1 l Waste Materials -All waste materials wi/tbe coUectedand stored /n a dumpsteroras required Metal Studs \ \ I I I I I ( ( 1 I r ) r ) ) r b the C/ of Ocoee. All trash and debris from the site will be stored in to dumpster. Detergents 4 s ` \ + 1, rti ` j 1 1 l 'I��yi P, 1 \I 11 \ 1 1 \ 34 ` X \ 1 ♦`xi I 1 I 1 t 1 ,xi ! 1 ! 1 I } / / ! ! , - / i `? Y City � y l ♦, \ o�e�e� r 59 \ 1 t ,x 3 } o♦ \,� 1 J,�4 1 I 1 I( i r•4' J l 1 1 / , 1 f / ! ! ! 1 , !• t� y o , yti ,' `X t 1 t•� ,�i�� } 1 33 i t i I i t i l I I f JJ /r ( ( I i 1 I 1 / / ! ! t ! /r 32- y• \ \ 1 \ o$ 40 \ 1\ 1 \ \ \ \ 4) ` I I. ) i l I I ) I i 1 I I I 1\ 7 CONTRACTOR IS RESPONSIBLE FOR INSTALLiNGANYADDiT/ONi4L EROSION CONTROL IFff BECOMES NECESSARY TO MEET STATEAND LOCAL STANDARDS. ,�k l . I I I I l l i l l l r l i f r ,, ,. LEGEND ♦ 1 \"� \ 8 te a, \ f 1 or , ♦ r l ! I, I I I I I I I I ♦ 1' L - "b` 1 , - ti \ •. � " 30 \y 1 t y: I I 1 1 ) 1 ! I , I , I I i I raC t F - � �. � '� cP t r f " d i' 1 „�"` , y�•�1 1\;11\\ \ i i \ ti` I r / , IC nseriGati'on Area,- , ti t tl \ �° I 4� '•. / c / n r 1 ITigcf J4 1 ,. I r �' J r l l r l l r l l I 29 \ I r t) 4 r r/ , I l, r i I r. EX%Stir Contours �. \ \\tl\\ \\ \ J \ 11 I 4$ \. 4 ti '\ \\ \I \\ + I , / : c " /'�4 u 1 t t ! � i ! r , 1 1 f � rp/nlag� Easer»en t, y 1 � 1 J I J I l l/) / I / / / / 1 I I 1 i y Lot Number 12 4' 1 t/ r ) l i l r 1 t i j) I r l r) r 1// /' r// !) l i t )' ' x Sidewolk Dire c tlOn O f FIOW t \ '111 `1 ► / \ ! 53 7+ 1 � \ 1 Y ! ( I ! t w .o ,o uo m rn .oJ uS m 4r1 i 2r �! m mr m <ri vA l ?` v o m y a I o a w au v m { w AY o o I' b of H M N ♦. �o �le III \ \1• ! 1 1 9 t 1 I } \ 2Q 1/ t s p ` ti / _ Existing Grade 9 3 146 V J / } / ! JJ r ! (; t ♦ r�lr I t i i Ir 1 i / / `� 0 Ditch � Ditch 9 X ` t 4 � I \ I x 1 1) r r r / r r r r 4 �.y♦ i - x 1 1 \ >1CQ r 1 <a' t \ 1 + f / 25 / / , ! I I � I I 1 t i 1 1 / l / / ! / / / / / / r \�\�\ �%/ —r—r- �--.— yyti%� ti� 1\tom, 1+ ` 4, 5a 1 1 t 147 I J r J I t r ,r 1 I; i 1,! I I, 1 1 1 1 r J r 1 , r J r r r `� ' - - Proposed Grade � j yti` \ \ 's ` \ 111 t \ \ 'r J J J ( , I I r 1 ! r 1 1 1 1 ) I , ) + l / / , , / / / ! r , Apron - ° \ \ 1 \ \ , 48 1 \,' r 1 / r ) i l l t i f f j I r l l r l l l r r l r/ / 1 / Ir I rr /rrrr // u \' 49\ + ) I r ! / / i / x o o Proposed Pa vemen t \+ 11 \ r 12 i \ 1 \ I I- ' I I ') �llluililllll lllululllllll� Curb &Gutter �lulluillllfl IVilllllllll(W Curb &Gutter \ 11 4\ 40� 1 \ \ ;1\1 1♦ \ t 1A1 I\ •. `,X Storm Structure ■ Sewer Lateral 1 1 1 1 r 1 1 1 t 1 1 r r r r r r x l 1 I I } r r r r r r r r r t l, r, i r, r, t r, , Partial inlet Completed Inlet Ditch Bottom Inlet 4' X ., 0otia' 111\\ N ti t\ ♦� , i I � 1 t � /I l r l r ,� ;� !! r l i t) r r l r r, t, r , r / r r r r PRAIRIE LAKE P �♦ , v 4\ It l I l .� 1 1 / 1 l l t 11.E I{\ i I l l l l l ! f// 4 1 r , 1 1 I I i X NIiWE = 83.0 Double Sewer Lat. r- I I I I i I V I I l t 1 i 100 Yr. Flood El. 86.0 t 1 ' Protection Around Inlets or Similar Structures Water Service Double Water Ser. 1 t 1\\ ! 11\ 13 t � ! l l l l 1 1 1 )� r• � i •' ( 2 // / J 1 ( 1 rti ¢, I I I i i l l l l l l l l 11 i l l t c� V \1 \ / �\ 11¢ I 1 ( / I I { 1 , !, l l, t l f l l! I I I I 11 1 I I f l l I I I x ,� t r /lilt I111 , I, I I r I i i Water Main 8 WM \k / 1\\ 1 15 / � � i I >f ! 2�pX, I / l � // Xi r l 1 I l l 11 1 r J l l l l l l l J! ! t \ y\ ,� • I 1 t `! I I' r ♦� ,1/ �\ 16 ! >z 18 19 20 oe 1 / J I ( )) I I I y J J J r J r I r I r r J r t i\ \\ t\ Type A or B Fence � X �` ` �°y` \\ ��� Ix 1 `\ � ♦X'1/' Sanitary Sewer S t \\ r l \\, I i I ) 1 J J P I ) , ) I f ! ! J Ir4/• , 1 / / / / l ! ! l r \ \ \ \ \ \ \ \Bales o e: Drectiotn of the Engineer. r• 1 \ l 1 -- ---_-- StOrmp%pe :tiX �, -r- � r-------r--•-1--T-- r �-. J• x,� / .�, \ \ \ \ \ \ \ ` Loose Soil Placed b Shovel and ` ,` m` : -t L--L-------•�------ 1-----r-- r--+--j----_t_ Y Fire %i dran t 1'- '1" � ? i r / I. I; � - � �x Lightly Compacted Along Upstream !k 7Face of Bales Storm Inlet ,i x a`.a` x y♦ er r (l 4,X t\ \\ \\ \ Con cre to a. d; a Optional Post Positions 20• 4 x 4 y , / I I X Bales Backed by Fence P +% �\, t f I iy'4' 1 ) / Plan & Profile Sheet 4 Post (Options 2" x 4" or I ( o �' \ '' /' ) i // i i i i iI i 1 f I I gd'i i jx # O 2 1/2" Min, Dia. Wood. Steel , 6' Max Al ,� ` ` ' ' J , i I 1 1 1 , a�', SO l % 1.33 Lbs./Ft. Min.) / Principle Post Position Filter Fabric (in I (Conted 20' Toward Flow) d [Conformance With n Filter Fabric Sec. 985 FDOT Spec.) I I CO I I 11 i t Silt Flow Elevation Section Note: Silt Fence to be Paid for Under the Contract Unit Price for Staked Silt Fence (LF). TYPE IN SIL T FENCE N. T.S. II 1 1 /\ rrO t t 4"�` ti�x y X p� , �,r y DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ / ype (Per F.D.O.T. Index No. 102) Gate Valve X EROSION PROTECTION DETAILS Soils Boris +A8-1 N. T.S Wa ter BIoWO ff O Storm wa ter Pollution Prevention Plan Prairie Lake Reserve Conservation Line 100 Year Flood June Engineering Consultants, Inc. JOB NO. Lt 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 01 0355 C Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK I V/ 104 RAJ 711,,3104 1 " = 100' 1 OF 16 � �V 5 1 4rOX� X X Qti \ \ tip` • 1'�� 1 O� �Ji O (0 / 0) 0.. ti� 00 0 LEGEND Existing Contours Lot Number I C-122) Direction of Flow Existing Grade x79.3 Proposed Grade Proposed Pavement Storm Structure ■ 10 Sewer Lateral D Double Sewer Lat. / y Water Service '- 1 Double Water Ser. '- Water Main 8" WM CM Sanitary Sewer S n Stormpipe 3 Fire H dran t Storm Inlet j Concrete °- ? Plan & Profile Sheet ,# So/l Typ e EE Gate 1/alve D4 Soils Boring AB-1 > Water Blo woff O Conservction Line 100 Year Flood �4,0 ,LAX Const. Handicap Ramp CLUBHOUSE ELEVA T/ON N. T,S Match Line See Sheet 4a t 1 r Buffer Limits I 7 ' Wetland Line Const. Temporary Erosion J / Con trot Barrier NH WE = 83. 0 (Silt Fence) Storm Sewer Piping Pie Run Pie Size Pie Material Length (ft)3lo e 9 1 to 2 18" RCP 16 0.50 2 to 3 w RCP 32 0.50 3 to 30 18" RCP 206 2.27 3a to 4 18" RCP 170 2.27 3 to 3b 18" RCP 180 0.20 3b to 3c 15" RCP 26 0.20 4 to Tract B 18" RCP 70 4 57 8 to 7 18" RCP 26 0,50 8c to 8b 15" RCP 34 0.20 8b to 8a 18" RCP 000 1.98 80 to 8 18 RCP 140 1.00 7 to 5 24" RCP 240 0.96 6 to 5 15" RCP 56 0.50 5 to Tract B 24" RCP 160 2.00 9 to 10 18" RCP 26 0.50 10 to 100 24 RCP 100 1.00 10a to Tract 1 24" RCP 135 -1, 00 10b to 10c 15" RCP 55 1,00 10c to Tract 1 18" RCP 150 2.67 10d to 10b 18" RCP 144 3.21 12 to 13 18" RCP 32 0.50 13 to 14o 18" RCP 168 0.33 16 to 17 15" RCP 26 0,50 14o to 14 18" RCP 70 0.86 140 to 16 18" RCP 166 2.28 14 to 15 24" RCP 24 0.50 15 to Tract A 24" RCP 170 0.98 16 to 17a 18" RCP 448 2.20 17d to 17b 18" RCP 26 0.20 18a to 18b 15" RCP 26 0.20 18b to 18 18" RCP 236 2.98 18 to 19 18" RCP 26 0.50 19 to Tract A 18" RCP 160 4.10 Storm Structures Structure # Type Top El. In v. El. 1 Type D" Inlet 102.00 98.00 2 P-5Inlet 102.45 97.92 3 P-5 Inlet 702.45 97.76 3a T e 'D" Inlet 95.50 93.08 3b P-5lnlet 107.44 98.12 3c P-5lnlet 107.44 98.78 4 J-7 Manhole 93,50 89.20 5 J=5 Inlet 93.20 89.20 6 P-5lnlet 93.20 89.48 7 P-5lnlet 95.62 91.51 8 P-5lnlet 95.62 91.62 8a P-7 Manhole 96,00 93.00 8b P-5lnlet 99.98 94.98 8c P-6lnlet 99.75 95.05 9 P-6lnlet 92.79 88,47 10 P-6lnlet 92.79 88.35 100 1-7 Manhole 92,00 87.35 10b P-5lnlet 95.82 90.55 10c P-5lnlet 94.37 90.00 10d P-5 Inlet 100,17 95.17 12 P-5Inlet 113.37 f09.10 13 P-5lnlet 113.37 1011.94 14 P-5 Inlet f 13.17 107.78 14o P-5lnlet 11338 108.38 15 P-5 Inlet 113.17 107.67 16 P-5lnlet 116.17 112.17 17 P-5lnlet 116.17 112.06 17a P-5lnlet 120.43 115.43 17b PH- 5Inlet 120.43 115.49 18 P-6lnlet 116.67 112.67 180 P-5lnlet 123.70 119.75 18b P-Slnlet 123.70 119.70 19 P-6lnlet 116.67 112.56 Const. Handicap Striping & Signage (See Detail) 115.15 / 115.90 ,✓ 115.55 ` tl / s. (i ( v v . 115:20 , J t / 116.10 116.05 �,�•\ i 4 ! i' 116,20 1116.30 �2' , 115.4116.6 0 , / i' 116.50 116.95 116.50 ;Const. Handicap Ramp 116.80 I e 117.25 /1 Const, Raised ° . : • ; .. ° °/ ' ; Conc. Sidewalk 117, 00 °.' Con f. Ransrl�p Handicap 117.45 A ' 117.05 t l 20'11 36.5' 1' Clubhouse ,F F, El, 11 Z 50 �, L 2,100 sf. Total r' (1,000 sf' Community Meeting Roo (r1) 1 / t / � t X` Exist. Storm Manhole Exist, 24" RCP 15' Drainage Easement DATE REVISION NAME CHECKED Site Grof din g & DrGinGge Plan Prairie L aloe Reserve 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ l 1 , / 6'Z��' CLUBHOUSE PARKING AREA GRADING 1" = 20' JE June Engineering Consultants, Inc. JOB NO. C232 S. Dillard Street, Suite 201 Winter Garden, FL, 34787 01-0355 Certificate of AuthorizationSHEET #00008507 Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: `DATE SCALE CLK 11/3/04 RAJ 11/3/04 1" = 50' OF 16 71 Setback/Batter Block Unit - rn O � Embedmen t \ Leveling Pad - Cap Unit F Finished Grade F- Backslope ;y:}.;�.t• / z 20' Drainage Easement Low Permeability Soil Ch "�' '�y�.+ •' / Const. Handicap Ramp _ac•i�r: ....n�*s•��':; / Geogrid Soil Reinforcement z Const. Crosswalk Striping ,, ��''� % Const. Crosswalk Striping Const. Handicap Ramp ,t�, r ,. t1 102.2 .{'.. ..: •`"•..�r�►��� / Retained Soil Zone � � �'�' O" "gyp . \ �-�, _4 � � -x � .' 4, ' � / � " '` r ! �'� •� � rp� / .. I / A 9 QyI Tract v ll 11 `-r '� �X9�oX� Unit Core Fill _ 6AI- •;�;y`` .!.s��. / Limit of Excavation C6.. wN•��.•rM�t�'y' 1 ('aQQ� X'� b r� - --_ - - __ -fl � 1 � n I �ti/ r � , 7i, X�XO,, \ + �'-•t I ; Gi I I r3 \ I t a---- --------------- �" �' q g t i r++ ,r(,/ , r( tik x + r-----T• ----- Ir-------,•- SEGMENTED RETAINING WALL (GRAVITY WALL) TYPICAL CROSS SECTION See Sheet 3 for Drainage Basin Area I , r I I I , / / / / I + 97` x 2 I r 93`, 94 95 `\96 � `\;F.. El \\ 97. 0 \ \ 1 x o \ \ , , ii V C11+', ���t , + ' i i �3' A r IJ I, I' o,�P I Q 1 t I t 1 11 It i I I i j' bY. `JI , , \ \ 1 \ib 1I I VI I ' I W1r to +� \ I , , , , 1 1 � I C0I ; I Roof Drains Shall be 1 , $4 �� i �!,I I� ��;, r r r Directed to Front of + Building and or Shall S.l III, 9 / be Directed to qx Stormwater Ponds \ \ , �- tO tS 1 x f 0 ' I 1 I U1 I I !Ili I i l l 0 0 0 ° o � Q`� 0 82 0 � ep `�'�' (Units 98-107) 97.25 + r + 95 45 ` .. f iI 1.309 L 93.42 m I 0.50% 93.0 v ' i l3' 11 II , i I I I I i I I ��, 1,509_ �- _ i _ N - 11 , \` •, � � \ ' � 1 \ \ - \ -� _.-�- 1 t . - � , i I \ \ \ ► �\ \ • t'" ' / /`� I till �' I \ \ \ p, O.QO 98.0 \ 1 \ + ' \ 1 \ \ \ \ 1 f T t "'^" \ 6 �Q)I• 1 I,,rill I a1 t t 7,' 98 99 1 .. 195. 0 1 9 \ AO rac , yx w ' ! +I + fit 2� 1101 I� I IIII� j�jtL IQ� ti I ! I fl+jl �1 102 'I'll ' ' +I I fit 'I'll ' I I 103 I "ill ;' ; ' ' ;x ! i i ili i i i CC Ci Aw cTt',I Ir .r li I I II i.t't , , r t ' 104 it I I It III,,I Const. Segmented \ 76 \ ` \ `\ 9`3h `, ``9SS `\ it '` i A.,I' ( l05 Retaining Wall `\ \ \ �.� i ` \ o \ / `` \ \` , I F r t ; ; r t ul ! 1 i i t i /�106 \ F.F.\ 1Q3.00 `\ \ � �• / q ° •c `\152 \ t I r 92: s2 74 ` I . 8 r f 79 f1 78 \ v 7\7 1 1 i 1 t t t 4 , \ \ 140 149,148 1`47 146 14�5 I F.F. d, 8,28 ', It � \ X1 o \\ t \, III fox i tr 5•� 144 143 i 11442 i 14 140 i OX 09 t j I t ;F. t t I + I 1. Q I j t 1 .00 + i + + ` ` 50' Setback \ \ \ ::• /,t 73 ° ', �• 15.E `� ,,,, � r , Const. 6 Brick Wall ` ` ? I. \ \ / \ \ \ ' �b y� �I X \ \ ! r , I i \ \ d r I / \ \ \ 1 ., 1r79.s `\ \ \\ \ \ ` \ `\ , 1 + F.F. G' I �I`bi from NHWE ` F.F.., EI. .50 1a1.5 , I ' l I r 136 t ; + O " 107 �9'/ , 1 % ' NHWE = 83.0 \� 30 Const. Handicap Ramp ', f/ i \ �x,, ` 72`, , `\ \\ ;�� \, `, t t , I I .:.:I , F.F. . 94.50 ' I' i i o$ i Ix \ ¢ k 1 , I ! t / + , Const. 12" Deep Swale \ \ 1 6 ' I 109 ( +, ' o,�� (w/ 4: 1 Side Slopes) Const. 18" Yellow Striping ` ' ' �\1 \ { / tozo `\ `, \ ;yak ' � , ', ® 10 45' '� yti ' r , 0. c., \ 0 34 I , I , 1110 1 1 t Const. Crosswalk Striping ', \ �\, ' \ \` 1 , jo2q i , t I i ' , i \' i 1 1 (T)P.) F. 1: �10. ' O` \ ` cos d 1 , i 13 2 - 4 PVC Chase ` \ g� f 4 \ ` , \ , , \ \ `\ \ s 1 1 132 I , ° I I I , I I ,L4 t \ r, , , , 1 8 \ 1 , , oI , 172 , , , , ,I ,.Q Buffer Lim1ts Pipes (Typ.)�` } ii ', ' I ' h/ , Const. Handicap Romp- Const. Keypad Const. Gate 1�x'V/ FF .80 Wetland Line ..0� 50 � 161 , 12',9 1 I '115 ' 1 I 11 x , l 1 ` ^� I t 1+ `� ' 25 Upland Buffer It 128 1 + ' / t I t + l I X I' t X '1 -`h-.- 'i x 17 J Tract '114 ' , I ON 1126' Ccl st.��egme4ted i 1 112. � 112.,85 i I t r r . Re a/nln Wall, ' ' + I / r ; ' r I ' , ' , i r t 1 113.4Q 1 `� t + , F. 1.00r r ( t r r r + ' r 1; + r t 4 , i I To 108,50 + ti`' ' r t , Const. Handicap Ramp ti6 ', o \t c„ ' \oe ' Const. Crosswalk Striping (TYP•) Const. Valley Gutter lY t 1 Const. Handicap Ramp a ', F.I.EL110.t5 11 T,63 �X64 \765 �166,16,7 1068, t 1 t t 't 1 1 t 1120 rr i ! rr rr , r! , / rr ! r X ' 1'2, �° ' �' , r , ' r �, , ' N' Const. Te ' I '3 ' t 1 1/ i 'i' + Con tro/ B r , ' i + i •'j ' ' /t ' t i (Silt Fenc 122 II 100.� ' + ----, x �/L------ -- it 130 1,09.0 '1 If 2.007t t , ' 1p6.6 f/ 5fq/ i // , /! / / Q) 1 t t t I I t t i t X. Match Line See Sheet 4 Const. 4' Conc. Sidewalk Const. 12" Deep Swale Const. Whee/stops (as part of infrastructure) (TYP•) (w/ 4r 1 Side Slopes) DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ Site Grading 8c Drainage Plan Prairie Lake Reserve Storm Sewer Piping Pipe Run Pipe Size Pipe Material Length (ft) Slope (i) 1 to 2 18" RCP 16 0.50 2 to 3 18" RCP 32 0.50 3 to 3a 18" RCP 206 2.27 3a to 4 18" RCP 170 2.27 3 to 3b 18" RCP 180 0.20 3b to 3c 15" RCP 26 - 0.20 4 to Tract B 18" RCP 70 4.57 8 to 7 18" RCP 26 0.50 8c to 8b 15" RCP 34 0.20 8b to Ba 18" RCP 100 1.98 80 to 8 18" RCP 140 1.00 7 to 5 24" RCP 240 0.96 6 to 5 15" RCP 56 0.50 5 to Tract B 24" RCP 160 2.00 9 to 10 18" RCP 26 0.50 10 to 100 24' RCP 100 1.00 10o to Tract l 24" RCP 135 1.00 10b to 10c 15" RCP 55 1.00 10c to Tract If 18" RCP 150 2.67 10d to 10b 18" RCP 144 3.21 12 to 13 18" RCP 32 0.50 13 to 14a 18" RCP 168 0.33 16 to 17 15" RCP 26 0.50 14o to 14 18" RCP 70 0.86 14a to 16 18" RCP 166 2.28 14 to 15 24" RCP 24 0.50 15 to Tract A 24" RCP 170 0.98 16 to 17a 18" RCP 148 2.20 17d to 17b 18" RCP 26 0.20 18a to 18b 15" RCP 26 0.20 18b to 18 18 RCP 236 2.98 18 to 19 18" RCP 26 0.50 19 to Tract A 18" RCP 160 4.10 Storm Structures Structure # Type Top El. Inv. El, 1 Type "D" Inlet 102,00 98.00 2 P-5 Inlet 102.45 97.92. 3 P-5 Inlet 102,45 97.76 3a Type "D" Inlet 95.50 93.08 3b P-5 Inlet 107.44 98.12 3c P-5 Inlet 107.44 98.18 4 J-7 Manhole 93.50 89.20 5 1-5 Inlet 93.20 89.20 6 P-5 Inlet 93.20 89.48 7 P-5 Inlet 95.62 91.51 8 P-5 Inlet 95.62 91.62 80 P-7 Monhole 98.00 93.00 8b P-5 Inlet 99.98 94.98 8c P- 6 Inlet 99.75 95. 05 9 P-6Inlet 92.79 88.47 10 P-6 Inlet 92.79 88.35 100 J-7 Manhole 92.00 87.35 10b P- 5 Inlet 95. 82 90.55 10c P-5 Inlet 94.37 90.00 10d P-5 Inlet 100.17 95.17 12 P-5 Inlet 113.37 109.10 13 P-5 Inlet 113.37 108.94 14 P-5 Inlet 113.17 107.78 14a P-5 Inlet 113.38 108.38 15 P-5 Inlet 173.17 107.67 16 P-5 Inlet 116.17 112.77 17 P-5 Inlet 116,17 112.06 17a P-5 Inlet 120.43 715.43 17b P-5 Inlet 120,43 715.49 18 P- 6 Inlet 116.67 112.67 180 P-5 Inlet 123.70 719.75 18b P-5 Inlet 123.70 119.70 19 P-6 Inlet 116.67 112.56 mporory Erosion e) ier LEGEND Existing Contours Lot Number 12 Direction of Flow Exis tin g Grade Proposed Grade Proposed Pavement :..:::.::.::.:;::•:::;::•:::'.:::. Storm Structure ■ Sewer Lateral Double Sewer Lat. Water Service '- Double Water Sete -C -Water Main 8" WM Sanitary Sewer S Stormpipe Fire Hydran t Storm Inlet j Con cre to o a.. Plan & Profile Sheet ,# 04 Soil Typ e Gate Valve X Soils Boring +Aa-1 Water Slowoff O Conservation Line _ ,-+--►--+-' 100 Year Flood TJune Engineering Consultants, Inc. J� 232 S. Dillard Street, Suite 201 Winter Carden, FL. 34787 Certificate of Authorization #00008507 1. 407-905-8180 Fax 407-905-6232 JOB N0. 01 OJ55 SHEET 4 OF 16 ZAWN BY: DATE K IVT104 CHECKED BY: DATE RAJ 1113104 SCALE 1" = 50' 6 1 1 , , ' 1 1 1 t ' 1 t t t 85 \`$6 87 8�3 89 i �9�? ` F.F. EI 9$. 5 1 1 0 Const. 8" PVC (C900) Water Main Wet Tap into Exist. 1\ Water Main Directional Drill Under Exist. Railroad & A. D. Mims Rood (8" Certa Lok Pipe) 10' W/de 6" Stab/lized Subgrode (to be Sodded) U) 73 Q Q ►ri i i 8" Tee w/ / Gate Valves / , Const. 8" PVC (C900) / Water Main �• ® o / ............•o J / 2 / 3 FH Su \ 20' Utility \ ' 1 \ Easemen t 1 37 PVC 1 59 \ 38 CertO 80- 1.. \ a 1 16 65 64 I \%62 Sewer Service \ (T)'P•) g \ 36 j Wate) 35 \ (TyP•, 34 1 lI 1 33 6 57 \ 1\ 40 1 ,` G 1 56 41 i 55 \ 42 30 FH • \ 43 ; 29 54 � \1 ;:• � \ \ \ � 28 1 1 53 \\ \ 44 \ . 1 27 \ 9 ` ... \ 52 1 ,\ 45 26 57 \ ,1 46 \ 10 ` i 50 \\ 47 25 � , r • 49 1 48 12 i 1\ \ FH txeet E 24 1 ,\ 13 23 \ 14 I rj 22 15 1 21 \1 \` 96 /7 18 19 20 LJ 7=7--q • 1 � �1-------------------------------------------------------•---------A \----►--------------------•-•-------•------------- ------ Const. 6" PVC (C900) Fire Line Service (Typ., to Each Building) DATE REVISION NAME CHECKED 2/21/05 City / SJRWMD Comments JAS RAJ 7/18/05 City Comments JAS RAJ 9/16/05 City Comments JAS RAJ 10/5/05 DRC Comments JAS RAJ Pipe Run A to B 8 to C C to D D to E E to F F to G G to N H to / l to J J to K K to L L to M M to Lift Station O to L P to 0 Q to P R to Q S to R T to S L to N N to U U to V V to W W to X Sanitary Pipe Size 8" 8" 8" 8" 8" 8" 8" 8„ 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" Sewer Piping Pipe Material PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC (SDR21) PVC PVC PVC PVC PVC PVC PVC PVCEE PVC PVC PVC Length (ft) 50 378 46 188 50 205 248 282 240 240 310 90 10 108 90 190 160 42 172 124 60 212 310 20 Slope (q) 0.28 0.28 0.28 2.79 0.34 0.28 0.28 1.36 3.96 1.67 1.71 1.83 1.00 0.50 0.32 0.87 2.99 5.24 3.72 0.28 0.28 0.28 1.00 1.00 1. All gravity sewer pipe shall be 8" PVC (SDR 35) unless otherwise noted. 2. All arovity sewer pipe shall have a min. slope of 0.289 - FDEP Water Separation (1) Horizontal Separation Between Underground Water Mains and Sanitary orsMngs Wastewater or StormwaterForce Mains, Reclaimed Water Pipelines, and On -Site Sewage TreatmentandDisposal Systems (a) New ormlocate4 underground watermains shall be laid to provide a horizontal dfsiance ofatleast three feet between the outside ofthe water main and the outside FA. Cfany . orproposed storm sewer, stormwaterfmreemaig orpOO&e conveyingreclaimed watermgulated under Part / IIIofChapter62-610,F.A.C. / (b) New or relocated, underground watermains shall be laid to provide a horizontal &BIUMe ofat least three feet and preferably ten feet; between / the outside of the watermai a and the outside ofany existing orproposed vacuum -type sanitary sewer. / (c) New orrelocated, underground watermains shag be -aid to provide a horizontal distance ofatleastsix feet, and preferably ten feet; between the outside ofthe watermain and the outside ofany emsdng orpmposedgravity orpressure-type n , s � ow rwastewaterfonce maib or et pipeline conM'ngreclaimed water•notregulated underPartll-of Chapter 62-610, F.A.C. The minimum horizontal separation distance between watermains and gravity -type sanitary sewers shall be induced to three feet where the bottom ofthe watermain is laid at least star inches above the top of the sewer. (d) New orrelocated, underground watermains shall be laid to providehorizonial distance ofatleast ten feet between the outside of water main and ah'parts ofany existing arproposed "on -sits sewage treatment and disposal system"as defined iu Section 381.0065(2), F.S, and Rule 64E-6002, F.A.C. (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or StormwaterForee Mains, and Reclaimed WaterPipeliaes (a)Newormlocated, underground watermains crossinganyeaastingorproposedgy W0,or-vacuum- sari tw7sewer or storm sewer shall be laid so the outside ofthe watermain is at least six inches and preferably Machos, above or at least 12 inches below the outside ofthe other pipeline. However, itis preferable to lay the watermain above the otherpipeliae. (b)Now orrelocated, undergroundwatermains clnssinganyexistingorproposedpmssune-iypesanitarysecver, wastewater orstormwaterforce main, arPlPeline conveyingmckl med water shall be laid so the outside ofthe watermain is at least 12 inches above or below the outside ofthe otberpipeline. However, itis preferable to lay the watermain above the otherpipo&c. (c) At the utility crossing describedinparagraphs (a) and (b) above, one fulllength ofwatermainpipe shay bererea above or below the otJSerpipelme so the water main joints are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers, stormwaterforce mains, oressure-O osamiconverysawai, w ta-watefo odunderPartlllofChapter62-610,F.A.C.,andatleastsixfeetfromalljointsingravity-or pressure -type sanitary sewers, wastewaterfmree mains, orpipohnes conveyingreclanned waternotmgulated underPart IIIIfChapter 62-610, F.A.C. (3) Separation Between WaterMains and Sanitary or storm SewerManboles. (a) No watermain shall pass through, or come into contact with, anypart ofa sanitary sewer manhole. (b) Ef =five August 28, 2003, water mains shaunot be constructed or altered to pass sew sewermanhole ormletstructure. Wheroitisnottechnicallyfamble or economicallysensrb�torcam a into contact with, anypartofa story is a conflict ri the ranting mica t ysermaic and a storm sewer and where alternative routing ofthe watermain or the storm1Y With this seewwer.is not technically ow feasible or is not economfcallysensible), the Department shall allow exceptions to this requirement (i. e., the Department shall allow construction of conflict manholes), but dance with &tof water his chaonsproposing to construct conflict manholes must first obtain a specificpermit from the Department fir accordance with Part V of this chapter and mustPro vide m the preliminary design report or drawings, specifications, and design data accompanying theirpermit application the following information. L Technical oreconarnicjustification for each conflictmanbole. 2. A statementidentifying the partyrrsponsible formainWzzing each conflictmanhole. 3. Assurance mfcomphance with the des requirements in sub -sub ara a. Each watermain � and construction p graphs a. through d. below. Passing through a conflict manhole shall have a flexible, watertight joint on each side of the manhole to accommodate dif%mntial settling between the main and the manhole. b. Within each conflictmanhole, the watermain passing through the manhole shau be installed m a watertight casing pipe having high impact strength (1.e., having an impact strength at least equal to that of0.25 mch-thick ductile iron i c. Each conilictmanhole shall have an access opening, and shall be seasy pipe). rzed, to allowfor easycleaning ofthe manhole. d Gratings shall be .installed at all storm sewer inlets upstream of each conflict manhole to prevent large objects from entering the manhole. (4) Sepamdon Between Fire HydrantDmms and Sanitary of Storm Sewers, Wastewater orStorrnwaterForce Mains, Reclaimed WaterPipabnes, and On Site Sewage Treatment and Disposal Systems. New orrelocated Sin hydrants with underground drains shag be located so that the drains are atleast three feet from any misting orproposed storm sewer, stmrmwaterfomemain, orpipeline convey agmclaimed watermgulaied under Patt Qll of Chapter 62-610, FA.C.; atleast three feet; and preferably ten feet, from an existing orproposed six feed and preferably ten feet, from an existin or y P � vacuum Oe sanitarysewer; at least Y g Prrrposedgravity-orpraessure-typesanitarysower, wastewaterforcemain, orpipohne canveyingreclarmed waternotregulated underPartlllofChapter 62-610, FA.C.; and atleast ten feetfrom any existing orproposed "on -site sewage heatmentand disposal system" as defined in Section 381.0065(2), F.S., and Rule NE-6.002, FA.0 LEGEND Existing Contours _ Lot Number 12 Direction of Flow Existing Grade Proposed Grade Proposed Pavement Storm Struc ture ■ Sewer Lateral Water Notes.- Double Sewer Lot. 1. All Water Mains Shall be 8" PVC (C900) Water Service r- Unless Otherwise Noted Double Water Serf -C 2. All Fire Hydrants Shall be Setback 4 Water Main 8" WM Feet Behind Edge of Pavement. Sanitary Sewer S J. All Water Services Shall Have a Stormpipe 314" Backflow Preventor. Fire Hydran t Storm lnle t j Concrete : d. P/an & Profile Sheet # Soil Type Gate Vcl ve X Soils Soring +AE-1 Water Slowoff 0 Conservation Line 100 Year Fl d 00 0VerG11 Utility PIGn June Engineering Consultants Inc. JOB NO. Ij� .G� 71 E. Church Street Orlando, Florida 3 01-0355 C 2801 Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-6020 PrGIrle LGke Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE CLK I1/3/04 RAJ 111JI04 1" = 50, 5 OF 16 0�6 E 7� s� I Exist. San. Manhole Top 9160 it Cl arl< e moco In v. 82.92 •. • ,- _ Exist. 8" PVC San. , ' Connect into Exist. 8" Reuse I) „ n Exist. 12 PVC Water Main �I Stubout Inv. 83.20 Water Main ® Valve Stubout { r Connect into Exist. 20' Utility Easement Water Main ( Connect into Exist. Const. 8" PVC (C900) ' ( San. Stubout Water Main F 45" Bend { Tract "B" I ry / .. 10 ode 6 Stabilized Sub rade g to be Sodded f I 45' Bend Sanitary Sewer Piping Pipe Run Pipe Size Pipe Material Length (ft) Slope (%) A to B 8" PVC 50 0.28 8 to C 8" PVC 378 0.28 C to D 8" PVC 46 0.28 D to E 8" PVC 188 2.79 E to F 8" PVC 50 0.34 F to G 8" PVC 205 0.28 G to H 8" PVC 248 0.28 H to / 8" PVC 282 1.36 l to J 8" PVC 240 3.96 J to K 8" PVC 240 1.67 K to L 8" PVC 310 1.71 L to M 8" PVC 90 1.83 M to Lift Station 8" PVC (SDR21) 10 1.00 O to L 8" PVC 108 0.50 P to 0 8" PVC 90 0.32 Q to P 8" PVC 190 0.87 R to Q 8" PVC 160 2.99 S to R 8" PVC 42 5.24 T to S 8" PVC 172 3.72 L to N 8" PVC 124 0.28 N to U 8" PVC 60 0.28 U to V 8" PVC 212 0.28 V to W 8" PVC 310 1.00 W to X 8" PVC 20 1. on Const. 2" Irrigation Meter Water Service Notes: w/ Backflow Preventer (TJ'P•) / 1. All gravity sewer pipe shall be 8" PVC (SOR 35) unless Sewer Service { / otherwise noted. Sanitary Manholes Manhole Top El. In v. El. A 12338 118.38 8 124.60 118.24 C 123.58 117.18 D 122.58 117.05 E 116.80 111.80 F 116.63 111.63 G 117.27 111.05 H 117.00 110.35 l 113.40 106.50 J 102.00 97.00 K 98.00 93.00 L 93.64 87.75 M 93.25 86.10 O 93.28 88.28 P 93.57 88.57 Q 95.22 90.22 R 100.00 95.00 S 102.20 97.20 T 108.60 103.60 Const. 6" Gate Valve 2. All aravity sewer Aioe shall have a min. s/ooe of 0.289: 20' Drainage Easement ( / 8" Tee w/ .,._,------------ - ---� Gate Valves - - - - - - - - - - :'._ { I FDEP Water separation { I (1) Har&ontal Separation Between Underground Water Mains and Sanitary or Storm, Wastewater or StormwataFame Mains, Reclaimed Water { Pipelines, and On -Site Sewage Treatment and Disposal Systems. I { i (a) New or relocated, underground water mains shall be laid to provide a borizontal distance ofatleast three feet between the outside of the water I main and the outside ofany existing orproposed storm sewer, stormwater force main, orpipeline conveyingreclaimed waterregulated underPart 9 9 93 94 95 96 i 85 86 87 88 89 90 97 98 99 1 DO { "' Const. 420 LF 4" PVC (C900) HI of Chapter 62-610,. F.A. A. i 84 { Force Main (3 Min. Cover) (b) New or relocated, underground mtermains shall be laid to provide a borizontal distance of at least three feet and preferably ten feet, between y { I the outside of the watermain and the outside ofany existing orproposed vacuum -type sanitary sewer. (c) New or relocated, underground water mains shall be laid to provide a borizontafee l distance of least six t, audprefer ably ten feet; between I 83 { { the outside of the watermam and the outside ofany existing orpmposed gravity-orpressure-type sanitary sewer, wastsmterform main, or 3 f { { pipeline conveyingmclaimed vaternotregulawd under PadlUofCbapter 62-610, RA.C. Tbeminimumhorizontal separation distance between rc • 82 ". watermains and gravity -type sanitary sewers shall bereduced to three feet where the bottom of the watermain is laid atleast six inches above the IQ �: - •' • ( top ofthe sewer. �M� ( (d) New orrelooatr4 underground water mains shall be laid to provide horizontal distance ofat least ten feet between the outside ofthe water 81 "Street S m Tract 110" main and aflparts ofany existing orproposed "on -site sewage treatment and disposal system" as defined in Section 381.0065(2), F.S., and Rule 64&•6.002, F.A.C. ' K { (2) vertical Separation Between Underground WaterAlbms and SanitaryorStorm Sewers, Wastewater orStormwaterFmceMaw, and Rechaimed 80 waterPipelines FH Or Const. 6" PVC (C900) Fire Line Service l 78 (Tvp., to Each Building) l / 77 141 140 139 8 Tee w/(a)Neworrelocalud, underground watcrmamscrossmgany existingorproposed&mvity-or-vacuum-type sanitary sewerorstorm sewershallbe Gate Valves laid so the outside ofthe watermain is at least six inches, and preferably 12 inches, above or at least 12 inches below the outside ofthe other pipeline. However, it is preferable to lay the watermain above the other pipeline. 101 (b) New orrelocate4 underground water ma crossing any existing or proposed pressure -type sanitary sewer, wastewater or stormwater force ' main, orpipeline conveying reclaimed water shall be laid so the outside ofthe watermain is atleast 12 inches above or below the outside of the otherpipeline. However, itis preferable to lay the watermain above the otherpipchho. 102 I (c) At the utility crossing described in paragraphs (a) and (b) above, one full length of watermain pipe shall be centered above or below the I ' otherpipehhe so the watermain joints are atleast three feetfrom all joints in vacuum -type sanitarysewers, storm sewers, siormwaterforre mains, orpipelines conveymgreclaimed waterregulated underPartflT of Cbapter 62-610, F.A.C., and atleast six feetfrom all joints in gravity -or 103 Const. Lift Station prassune-type sanitary sewers, wastewaterforcemains, orpgwlinesconveymgreclaimedwaternotregulatedunderPartlYofChapter 62-610, I i (See Detail) FA.c. (3) Separation Between WaterMains and SanitaryorStorm SewerManholes. 104 (a) No watermain shall pass through, or came into contact with, any part ofa savitarysewermanhole. (b) gv pass through, or come into contact with, anypart ofa storm •� / / I � J ` •'•' B7fiecdveAu st28 Z003 watermarasshab`notbeconstrnctedoralteredto 0 / 76 FH 105 sewer manhole or inlet structure. Where it is not technicallyfeasible or economically sensible to comply with this requirement (ie., where there is a conilictin themuting ofa watermain ands storm sewer and where alternative muting of the watermain or the storm seweris not technically / feasible orisnot econamicallysensible), the Department sball allow exceptions to this requirement (i.e., the Depa Ymentshall allow construcvon of coaNctmanholes), butsWpliers of water orpersompmposing to construct conflictmanholesmugfi first a speciiicpermitfrom the 75 / 151 0 106 ' O Department tbPar Vofthischapterandmustp ovideinthepreliminarydesignreportordrawnn " data accamp�ymg their rmit application the followfn mformation: specifications, and design 1. Technical or economicI usdfrcadon for each canilictmanhole. 74 152 � � i 138 ' 2. Astatementidentifyingtheparlyresponsibleformaintamingeacbcou ictmauhole. 3. Assurance ofcomfiance wr I p 'th the design and construction requirements msub-subparagaprhs a. through d. below. ;•" / 73 h bs' a. Each watermain passing through a conflict manhole shallhave a flexible, watertight joint on each side of the manhole to accommodate , 153 13 7 { differential settling between the main and the manhole. / sat b. Within each con}lictmanhole, the watermain passing through the manhole shall be installed m a watertight casing pipe baving bigh impact 154 136 %• 10 7 i strength (i.e., bavingan impactstrength atleast equal to that of025-incb-thick ductile iron pipe). c. Each conflictmanbole shall bave an access opening; and sball be sized, to allowfor easy cleaning ofthe manhole. d Gratings shall be installed at all storm sewerinlets upstream of each conflict manhole to preventlwye objects from enteringthe manhole. P (4) Separation Between Fine H dram Drains and Sari I / 55 135 l; 108 pare y taryofSrormSewers,WastewaterorStormwaterForrzMains,ReclaimedWaterPipelines, 72 I and On -Site Sewage Treatment and Disposal Systems. New orrelocatedfrrebydrants with underground drains shall be located so that the chains 156 1 109 I are atleast three feetfmm any existing orproposed storm sewer, stormwaterforce main, orpipeline conveyingreclaimed waterregulated under 8 G. l . ' . / 71 J : < Part III ofChapter 62-610, F.A.C.; at least three feet, and preferably ten feet; from any existing orproposed vacuum type sanitary sewer; atleast 8" Tee / / ¢ h l six feety and preferably ten feet, from any existing orpmposedgravity-orpressure-type sanitary sewer, wastewater force main, orpipeline 1,334 \0 conveyingreclaimed waternotregulated underPartlll of Chapter 62-610, F.A.C.; and at least ten feet from any existing orproposed "on -site 70 �` i sewage treatment and disposal system" as deSned in Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. x;. V \\ 69 157 133 111 8" Tee w/ / 68 158 132 112 I LEGEND Gate Valves �� 8 G. v o 67 131 113 I Existing Con tours 159 I Lot Number 12 160 130 114 { ' Dlrectlon of Flow e„ plug A A / t 161 129 115 ,,,� I Exis tin g Grade i Proposed Grade E:::N, } 162 116 4o Const. 8" Gate Valve Proposed Pavement & 2 Blowoff Valve�� 128 j Storm Structure ■ Const. 6" Gate Valve ®�®® 7 Sewer Lateral 127 117 1 Double Se wer L a t. Const. 2 Irrigation Meter ®p� FH .: t) w/ Backflow Preventer j 126 118 • • { Water Service . Try et I Water Nt oes; 8 Cross w/ { Double Water Ser. -� Gate Valves 125 119� { 1. All Water Mains Shall be 8" PVC (C900) Wafer Main 8" WM CIO 124 Unless Otherwise Noted. 120 % Sanitary Sewer S 123 {� / 2. All Fire Hydrants Shall be Setback 4 Stormpipe moo 121 Feet Behind Edge of Pavement. Fire Hydrant `rya 163 164 165 166 167 168 ®:' 122 � _ -� J. All water Services Shah Have a Storm Inlet IL o� FH 7 - - - - - 3 4 Backflow Preven tor. Concrete ° R # O a Plan &Profile Sheet �j- i . // / Soil typeEE Ga to Valve D4 T s / / Soils Boring -� ae- "A" Street ,t` Const. 8" PVC (C900) . Wo ter Main / Water Blowoff Q Conservation Line 100 Year Flood DATE REVISION NAME CHECKED June Overall UtilityPlan �� -ne Engineering Consultants, Inc. JOB NO. 2 21 05 Cit / SJRWMD Cts JAS RAJJ / / y Comments � 71 E. Church Street Orlando, Florida 32801 O`355 7/18/05 City Comments JAS RAJ Certificate of Authorization 00008507 SHEET 9/16/05 City Comments j JAS RAJ Y �r// Ph. 407-839-6000 Fax 407-839-602015 r7 10/5/05 DRC Comments JAS Pf�al/ReSefYVe DRAWN BY DATE CHECKED BY• DATE SCALE CLK 11/3/04 RAJ 11/3/04 1 " = 50' 0 F 16 (� �U NO. DESCRIPTION OAK 2 8" 0 OAK 3 8 O OAK 4 0 AK 5 20' 0 OAK 0 OAK 7 15' 0 OAK 8 8 O OAK 0 AK 10 8" 0 OAK 1 0 OAK 12 16" 0 OAK 13 10 0 OAK 14 0 OAK 15 9" 0 OAK 16 0 AK 17 9" 0 OAK 18 10 0 OAK 0 A 20 16" O OAK 0 OAK 22 8" !L OAK 23 2" 0 OAK 4 25 15" 0 PINE AK 27 14" 0 OAK 28 16 0 OAK 29 20" 0 OAK 30 30" 0 OAK 31 12 0 32 14" 0 PINE 33 18 0 PINE AK 35 32" 0 OAK 0 OAK 37 10' 0 OAK 38 10 0 OAK 14 K 40 16' 0 OAK 41 1 0 OAK 42 12" 0 PINE 43 15 0 PINE 44 10 0 OAK 45 12" 0 OAK 4 0 OAK 47 9" 0 OAK 48 9 O OAK Z9 1 0 50 8 0 OAK 1 0 AK 52 10" 0 OAK 53 8 0 OAK 4 1 1 O OAK 55 9" 0 OAK 56 A 57 200 O OAK 58 9 0 OAK 59 1 10 0 1 PLE OAK 60 1210 & 6 0 TRIPLE OAK 61 18 O OAK 62 22" 0 OAK 63 9 0 OAK 4 t 0 AK 65 70" 0 OAK t O A 67 9" 0 O'AK 68 7 10 0 OAK CLUSTER 71 0 AK 72 9" 0 OAK 73 1 O OAK 74 8" 0 OAK 75 1 10 0 OAK 7 0 OAK 77 9" 0 OAK 7 O AK 79 8" 0 OAK 80 8 0 OAK 1 1 0 AK 82 9" 0 OAK 101 0 QUAD OAK 84 8" 0 OAK 85 1 10 0 OAK 0 OAK 87 9" 0 OAK 0 OAK 89 8" 0 OAK 90 9 8 & 7 O TRIPLE OAK 1 10 0 OAK 92 12" 0 OAK 1 AK 94 10 OAK 95 8 0 OAK 0 A 97 9" 0 OAK A 99 8" 0 OAK 100 10 O OAK 101 AK 102 8" 0 OAK AK 104 10 0 OAK 105 10.8.4.& 4 0 QUAD OAK 106 14,12, 0 TRIPLE OAK 107 18 16 & 14" 0 TRIPLE OAK 1 0 OAK 109 10" 0 OAK 710 10 0 OAK 111 0TIMN OAK 112 12 & 10" 0 TWIN OAK 11 1 O AK 114 10' 0 OAK 115 10' 0 OAK 11 6 0 TRIPLEAK 117 10 0 OAK 71 8 0 OAK 119 8" 0 OAK 120 8 0 OAK 11 0 K 122 8" 0 OAK 123 1 0 OAK 124 10 0 OAK 125 10 0 OAK i OTWN OAK 127 8" 0 OAK 1 0 AK 129 10" 0 OAK 130 10' 0 OAK 1,31 10 1 0 K 132 16" 0 OAK 1,33 i 0 AK 134 10" 0 OAK 135 10 & 10 0 TWIN OAK i 6 14 0 AK 137 22" 0 OAK 1 8 1 0 AK 139 8" 0 OAK 140 18' 0 OAK 141 4 A 142 10" 0 OAK 143 1 0 OAK 144 10 0 OAK 145 10 & 10 0 TWIN OAK 14 1 0 AK 147 12 12 8 & W 0 QUAD OAK 14 14 0 iAK 149 9 6 & 4' 0 TRIPLE OAK 150 1A" 0 OAK 151 86 0 A AK 152 10" 0 OAK 153 0 LEGEND AND ABBREVIATIONS NO. DESCRIPTION 1 4 0 AK 156 „K• 10" 0 OAK 157 20 0 OAK 158 10 & 10 TWIN OAK 159 14 & 14 TWIN OAK 1 4 O AK 153 10' 0 OAK 164 10 0 OAK 155 14 & 14 0 TWIN OAK 166 12 6 & 4 0-TRIPLE OAK 167 O AK 168 B 4 & 4" 0 TRIPLE OAK 169 12 0 OAK 170 12 0 OAK 171 12 0 OAK 77 12 O OAK 173 1 10 & 10" 0 TWIN OAK 174 1 10 0 OAK 1751 10 & 10 0 TWIN OAK 176 1 5 & 6 0 TWIN OAK 17 10 0 OAK 178 1 8" 0 OAK 179 10 O OAK 180 10 0 OAK 181 12 0 OAK 1 10 0 OAK 183 14 0 OAK 184 8 0-0 A K 185 141414 & 8 0 QUAD OAK 186 16 0 OAK 187 1 12 0 OAK 188 16 0 OAK 189 10 & 6 0 TWIN OAK 190 10 0 OAK 191 9 0 OAK 192 10 6 6 & 4 O QUAD OAK 193 36" 0 OAK 194 -'20'0 PINE 195 1 8 0 OAK 196 8 0 OAK 1 7 8& 8 0 TWIN OAK 198 8" 0 OAK 799 10 O OAK 200 12 12 12 & 12 0 UAD OAK 201 10 10 6 6 & 6 O FIVE OAK 202 12 0 OAK 203 10' 0 OAK 204 10 O OAK 205 20 0 PINE 16 0 OAK 16 0 OAK 16 & 12" 0 TWIN OAK q21 26 0 OAK 26 & 2fi 0 TWIN OAK 10 & 10 0 TWIN OAK-8 16 76 72 12 & 8 O FIVE OAK 213 40" 0 OAK 214 16 1414 & 10 0QUAD DAK 215 12 & 12 0 TWIN OAK 216 8 0 OAK 17 i6 0 OAK 218 14' 0 OAK 219 76 0 OAK 220 10 0 OAK 221 8 & 8 0 TWIN OAK 24 16 12 6 O FIVE OAK 6& 223 12 6 & 3" 0 TRIPLE OAK 224 8 0 OAK 225 20 & 8 0 TWIN OAK 226 16 12 12 & 6 0 QUAD OAK 7 10&10 0TUN OAK 228 10.6. & 3' O TRIPLE OAK 229 12 10 & 6 0 TRIPLE OAK 230 10 0 OAK 231 8 0 OAK 3 16 O OAK 233 10" 0 OAK 238 10 0 OAK 2391 14 & 12 0 TWIN OAK 240 14 12 10 & 10 O UAD OAK 41 WI 8 & 8 O TN OAK 242 12 12 12 & 10" UAD OAK 243 16 12 & 12 0 TRIPLE OAK 244 16 14 12 & 6 O QUAD OAK 245 20 0 OAK 245 30 0 OAK 247 8" 0 OAK 248 10 0 PINE 249 12 0 OAK 250 72 0 PINE 8 & 6 0 TWIN OAK 252 i6" 0 OAK 253 16 0 OAK 254 16 O OAK 255 20 0 PINE 25-6 16 0 OAK 257 22" 0 OAK 258 16 0 OAK 259 14 OPINE 260 12 OPINE 1 18 0 PINE 262 12 0 PINE 263 20 0 PINE 254 12 O OAK 265 10 0 PINE 265 18 OPINE 267 10" 0 PINE 268 14 0 PINE 269 16 0 OAK 270 12 OPINE 71 14 OPINE 272 12" O PINE 273 12 0 PINE 274 16 0 OAK 275 14 0 PINE 275 14 O PINE 277 12" 0 PINE 278 16 0 OAK 279 18 O PINE 280 12 0 PINE 1 10 OPINE 282 16" 0 OAK 283 10 O PINE 284 12 0 PINE 285 10 0 PINE 6 40 0 OAK 287 48' 0 OAK 288 I 40 0 OAK 290 14 0 OAK 291 12 0 OAK 16 0 OAK 293 12" 0 OAK 294 12 0 OAK 295 14 0 OAK 296 14 & 12 0 TWIN OAK 7 1 12 & 10 0 TWIN OAK 298 8" 0 OAK 299 12 O OAK 300 1414 & 72 0 TRIPLE OAK 301 18 16 14 & 6 0 QUAD OAK 16 0 OAK 303 8" 0 OAK 304 10 O OAK 305 10 0 OAK 306 12 0 OAK 307 18 r 0-0 A K 308 10" O OAK 309 18 & 18 0 TWIN OAK 310 12 0 PINE 311 74 0 PINE 1 16 O OAK 0 DIAMETER o150 TREE & TREE NUMBER C1 CURVE NUMBER L1 LINE NUMBER R RADIUS 0 DELTA L ARC LENGTH R/W RIGHT—OF—WAY NO. DESCRIPTION 313 0 OAK 314 JF 0 OAK 315 12 0 OAK 316 10 & 8 0 TWIN OAK 317 16 0 OAK 318 1 0 OAK 319 14 10 & 10" 0 TRIPLE OAK 320 i6 0 OAK 321 16 & 14 0 TWIN OAK 322 14 0 OAK 323 14 0 OAK 324 36" 0 OAK 325 20 0 OAK 326 14 14 & 6 0 TRIPLE OAK 327 12 O OAK 12 & 8 0 TWIN OAK 329 34 & 10 0 TWIN OAK 330 14 0 OAK 331 24 0 OAK 332 16 0 OAK 3331 14 0 OAK 334 16 16 10 & 10" O UAD OAK 335 16 16 & 12 0 TRIPLE OAK 336 10 & 8 0 TWIN OAK 337 12 0 OAK 338 12 0 OAK 339 30" 0 OAK 340 10 0 OAK 341 10 O OAK 342 36 0 OAK 343 10 8 8& 8 O QUAD OAK 344 10 O OAK 345 14141010 & 1 0 FIVE OAK 345 18 0 OAK 347 10 & 8 0 TWIN PINE ,348 2018 & 12 0 TRIPLE OAK 349 12" 0 PINE 350 14 0 OAK 351 10 0 OAK 352 10 O OAK 53 12 & 12 0 TWIN OAK 354 24" 0 OAK 355 16 & 14 0 TWIN OAK 355 18 0 OAK 357 16 0 OAK 358 14 0 OAK 359 4W 0 OAK 360 20 O OAK 361 48 0 OAK 362 16 0 OAK 3 10 0 OAK 354 8" 0 OAK 366 16—0 OAK 367 2018 16 & 16 0 QUAD OAK 368 12 & 8 0 TWIN OAK 12 & 8 0 TWIN OAK 370 1 10 & 6 0 TWIN OAK 371 10 0 OAK 372 14 0 OAK 373 10 10 & ' 0 TRIPLE OAK 374 20 0 OAK 375 1612 & 6' 0 TRIPLE OAK 376 24 0 CAMPHOR 377 38 0 CAMPHOR 378 12 0 CAMPHOR 379 14.12A 10 0 TRIPLE OAK 380 16" 0 OAK 381 1 10 & 10 0 TWIN OAK 382 18 0 OAK 383 16 16 16 & 14 O QUAD OAK 4 i6 & 10 0 TWIN OAK 385 16 & 16 0 TWIN OAK 386 24 0 OAK 387 18 O OAK 388 14 0 OAK 9 18 0 OAK 390 18" 0 OAK 391 12 0 OAK 392 24 0 OAK 393 12 0 OAK 4 20 & 16 O TWIN OAK 395 12 1210 & 10" 0 QUAD OAK 396 12 0 OAK 397 ifi 0 CAMPHOR 398 18.18A 16 TRIPLE OAK 9 24 0 OAK 400 16" 0 PALM 401 16 0 PALM 402 16 & 6 0 TWIN OAK 403 8 & 4 0 TWIN OAK 4 4 18 0 PALM 405 14" 0 OAK 406 i6 0 OAK 407 10 0 OAK 408 16 & 12 0 TWIN OAK 4 14 O OAK 410 8&8"0TWINOAK 411 10 0 OAK 412 20 & 20 0 TWIN OAK 413 16 10 & 10 O TRIPLE OAK 414 18 0 OAK 415 2414 & 14 0 TRIPLE OAK 416 12 0 OAK 417 14 0 OAK 418 18 & 16 0 TWIN 67K- 419 14 & 10 0 TWIN OAK 420 18 0 OAK 421 16 O OAK 422 24 & S TWIN OAK 423 20 0 OAK 4 4 16 0 OAK 425 10" 0 OAK 426 12 0 OAK 427 10 & 6 0 TWIN OAK 428 26 0 OAK 429 18,16A i6 0 TRIPLE OAK 430 10" 0 OAK 431 10 & 10 0 TWIN OAK 432 18 0 PALM 433 10 0 OAK 4 4 I — 0 OAK 435 12" 0 OAK 436 8 0 OAK 437 30 0 OAK 438 10 0 OAK 4 24 0 OAK 440 10 0 OAK 441 i6 0 PALM 442 1 B 0 OAK 443 14 0 OAK 444 14 0 OAK 445 24" 0 OAK 446 8 0 OAK 447 10 & 10 0 TWIN OAK 448 14 8 & 8 0 TRIPLE OAK 9 10 & 10 0 TWIN OAK 450 12 & 10" 0 TWIN OAK 451 i6 0 OAK 452 12 O OAK 453 42 0 OAK 454 14 0 OAK 455 '28 & 8" 0 TRIPLE OAK 456 8 0 OAK 457 i6 0 OAK 458 16 O OAK 4 9 14 0 OAK 460 14" 0 OAK 461 16 & 8 O TWIN OAK 462 16 0 OAK 463 16 & 6 0 TWIN OAK 464 1 14 0 OAK NO. DESCRIPTION 405 1 0 OAK 456 80 OAK 467 16' O 0'- AK 468 12 0 OAK 469 12 0 OAK 47 1 0 OAK 471 1 10" 0 OAK 472 1 6 & 6 0 TWIN OAK 473 8 0 OAK 474 8 0 OAK Z7-5 AK 476 8" 0 OAK 477 8 0 OAK 478 70 O OAK 479 12 0 OAK 4 0 10 O OAK 481 22" 0 OAK 482 14 0 OAK 483 14 0 OAK 484 14 0 OAK 485 14 & 14 TWIN OAK 486 16" 0 OAK 487 12 0 OAK 488 10 0 OAK 489 14 0 OAK 4 14 0 OAK 491 12 0 OAK 492 12 0 OAK 493 8 & 6 0 TWIN OAK 494 14 O OAK 78 0 OAK 496 i6 1414& 12" 0 TRIPLE OAK 497 16 12 & 12 0 QUAD OAK 498 16 0 OAK 499 18 0 OAK 500 12 0 OAK 501 14 & 10" 0 TWIN OAK 502 18 0 OAK 503 24 0 OAK 504 8 0 OAK 505 8 0 OAK 506 16" 0 OAK 507 1 16 & 12 TWIN OAK 508 2018 & 10 TRIPLE OAK 509 8 0 OAK 510 8w 0 OAK 511 8" 0 OAK 512 OAK 8 0-0, K 513 12 & 8 TWIN OAK 514 -14'0 OAK t 18 0 OAK 516 1 10" 0 OAK 517 10 0 OAK 518 10 O OAK 519 14 0 OAK 10 0 OAK 521 20 & 12 0 TWIN MAGNOLIA 522 34 0 OAK 523 34 0 OAK 524 26 0 OAK 12 0 PALM 526 12" 0 HICKORY 527 10 O OAK 528 12 0 OAK 529 16 16 14 & 6 0 QUAD OAK .5130 18 0 OAK 531 10" 0 OAK 532 10 0 OAK 533 10 0 OAK 534 24 & 18 0 TWIN OAK 535 10 0 OAK 536 10" 0 HICKORY 637 9 0 OAK 538 12 0 OAK 539 12 0 OAK 540 24 0 OAK 541 24" 0 OAK 542 10 & 10 0 TWIN OAK 543 14 0 OAK 544 10 O OAK 45 12 0 OAK 546 12" 0 OAK 547 8 & 8 0 TWIN OAK 548 20 0 PALM 549 8 0 OAK 550 14 0 OAK 551 10" 0 OAK 552 20 0 OAK 553 72 0 OAK 554 14 & 14 0 TWIN OAK 555 8 0 OAK 556 12" 0 OAK 557 10 0 OAK 558 12 0 OAK 559 10 0 OAK 12 0 OAK 551 8 8708 3& 3 0 FIVE OAK 562 0 OAK 563 26 0 OAK 564 16 & 16 0 THAN OAK 555 24 & 160 TWIN OAK 566 i6" 0 OAK 567 20 0 OAK 568 20 O OAK 569 14 & 14 O TWIN OAK 570 12 10 & 8 O TRIPLE OAK 571 12" 0 OAK 572 30 0 OAK 573 12 O OAK 574 12 0 OAK 575 10 0 OAK 576 1 10" 0 OAK 577 14 0 OAK 578 72 0 OAK 579 70 0 OAK 10 0 OAK 581 12" 0 OAK 582 18 0 OAK 583 12 & 12 0 THAN OAK 584 10 0 OAK 12 0 OAK 586 1 14" 0 OAK 587 1 12 0 OAK 588 14 0 OAK 589 14 0 OAK 590 16 0 MAGNOLIA 591 22" 0 OAK 592 24 0 MAGNOLIA 593 12 0 OAK 594 12 0 OAK 95 8 0 OAK 596 12" 0 OAK 597 14 0 OAK 598 i6 0 HICKORY 599 14 0 OAK 72 0 OAK 601 12" 0 OAK 602 10 0 OAK 603 12 0 OAK 604 $ 0 OAK 10 0 OAK 606 10" 0 OAK 607 10 & 3 0 TWIN OAK 6O8 10 0 OAK 609 10 0 OAK 1 10 0 OAK 611 14" 0 OAK 612 16 0 OAK 513 72 O OAK 614 20 0 OAK 1 12 & 10 0 TWIN OAK NO. DESCRIPTION -" 0 AK 617 16 & 12" 0 TWIN OAK 618 10r0 OAK 619 20 0 MAGNOLIA 620 16 0 PALM 1 16 0 AK 622 26 & 24" 0 TWIN OAK 623 26 O OAK 624 16 & 14' O TWIN OAK 625 14 0 OAK 6 6 0 OAK 627 14" 0 HICKORY 628 14 & 14 0 TWIN OAK No Placement of Material, Machinor.y Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Drip Line Vehicular Circulation Sholl be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. Orange Plastic Mesh Fencing NO. DESCRIPTION 629 1 0 OAK 630 10 10 & 8" 0 TRIPLE OAK 631 10.0OAK 632 14 14 14 & 12 0 QUAD OAK 633 16 & 14 0 TWIN OAK 634 1 1 0 OAK 635 IT 14 & 12" O TWIWIN OAK 636 14 & 8 0 TWIN OAK 637 1 18 0 OAK 638 1 16 0 OAK 1 0 0AK 640 1 38" 0 OAK l� (` o \ 1 1 1 I 1 \ OSL 1 I I i 1 1 1 11 II 11 LbLo °b5L 1 11 1 i i 11 I II I I `ESL ` 0Z9L I I I I I i i II 85Lo i 1 TA 1 1 1 ZV 1 Lo.EL116. 1 o ( \ 1 • �I I 1 1 ' -� \ 1 • \• i Iy -'I I I 99L I / �L L9L At Time of Construction T YPICAL TREE PROTECTION N. T.S. NOTES: 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, 2. BEARINGS SHOWN ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'06'28" WEST ALONG THE EAST LINE OF THE NORTHEAST ONE —QUARTER (NE 1/4) OF SECTION 9 AS SHOWN HEREON. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT—OF—WAYS, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD, 4. THE SPECIFIC PURPOSE OF THIS AS —BUILT SURVEY IS TO SHOW THE LOCATION OF SELECTED TREES DEPICTED HEREON. ONLY TREES 8 INCHES AND LARGER (MEASURED AT BREAST HEIGHT) HAVE BEEN LOCATED, WILD CHERRY, CHINA BERRY, AND SAND PINES WERE NOT LOCATED AS PART OF THIS SURVEY. 5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A PREVIOUS BOUNDARY SURVEY BY CEMS CONSULTANTS, INC. ; I ''` ,.. • 1 11 Match Line a Sheet 4a I \ 11\/ i j � ii `� � �� .,.:�•®„�®�®®® I i �� I I� :;•1:.;.., ` Ell. I 96 `. j ° 1805 ° 0 I I J li o 1 p j, 86 1 i i i 1 65 { \ \ 1 f ' I ` ... ,-- I _ ,------ I I I \ 0';• I 9105 1 �IS 1 i I 1 / I l ' l l 1 1 l / L 1 ZL9 009 LS I 1 IZS Log 124,5� 11 \\ \ L L °\ 9Z O / Y / LS LS i I1 I 0 L9 I 0109X ( i I I I � SO \ I 1\ 1 1 K r 1 \ 1L 1 \ 1 i I I Lb9 I I � 1 1\ I 1\ \ \ 1 \ \ \ 1 F. Ell 1 1 1 I i l I L 0 6 11 ° I �� \ \L� i L i 160(� 8Z6�I 11 0 I Lb9 0' \ i 1 I 50 I I► 2d9 I I i I 11 .F. 1 1 1 1 1 1 1 1 1 I//� I I i I I ! �• \\ 1`1 I I ,, . 125. \ 1 11 \ 1 11 i II Z� I 1 1 1 1 J 909 � 1 l l l 1� I // i I I i I I I \ 1\ II 1` r2 0 \ 1 \ I I 1 I 1 1 16 / I I 1 e \ \\ Ir 1 1 1 I 1 OS Ell. 12 1 \ \ \, �\ _ �, I I I I I I i I I b 10 �I � 1 t i l l qt9 o I I I t I I 1 1 \ \ \ ( ( � I I I , I I \ \ rz 1 I C t,11 I I 1 I 6Z b 11 C' I \ 9SS 0 ASS °i L I \/ SSb 1 1! I, I i S I A , US , I I i I ZI S�, \ [t N 4.5 011 1 I I 1 I 0 1\ 1 11\11 it \ I - 1\ / , \I 1 i / / I i I i 1 I I l I I1 1 °� 1\ 11 '�11 \ i 1\ / / r 11Ii I I I 1 i 11 u it I 11 V 1 �• 1 \ 1 1 \1\ r! I 1 `! ! I,, �; 1 1 1 I / / �S / / I l r l I r �+ l l l i l �++ 000 , t �' N til OZ b 11 SS17 1' �' v 0 ,A C,d lv O 000 v0 0) P c0, r N 1 O O C 0 to 1 / t ' . 1 .F 0. r� -b ,I 0 11 L17 b I i SS �SSS / /� ZSSi I I I 1 I t So / 1 1 j gZ 1 1 8q17 I i I •� I I L�S °� 9 1 \\ /� i i I ► ° '�� 1 6�� I i :. I i I I I 1 I LZ ••� � 1 11 \I i i i �r .; � 11 1 8L5 P Ii ' 95/ / I l l i i I l � i l i 1 1 1 i 1 1111\ vb 65 1 1 11\ \\ I 9 9 III 16L5/ �� i / /�/ IO/' /L 68 120.0 S 5 iI 1 L62 I \ Z6 I 0 :.., ..r.:.. _.:� :. ':•—r-�' i F.F. 1. 117. / / O b , 60 I / OL / i 4 061kit Si 1 \\�F.FEll. '0 o i1 I S 9I 29f. i , i t6 I.1210'9 /00 60 VO T.F.LO/V txi/ i; I I/I / / I 1 69 I ° o 9L 11 I( i I / / 59'9 ,'A 17Lbl i / LL171 i ri / /Ii \��! / l 0bl8 I j 66 l 7--} - - !-" -QB -t �I- �. ! /- -7 O Trees to Remain 411 + X Trees to be Removed 2x4Fence Const. Tree Protection Barrier 1 (TYP•) DATE REVISION NAME 2/21/05 City / SJRWMD Comments JAS 7/18/05 City Comments JAS 9/16/05 City Comments JAS CHECKED RAJ Tree Survey RAJ Prairie Lake Reserve 1. Prior to any Construction Contractor Shall Coordinate With the City Arborist a Schedule of the Approved Trees to be Removed 2, The Road may be Shifted Within the Right —of —Way to Save Existing Trees. IJune Engineering Consultants, Inc. JOB NO. "E 71 E. Church Street Orlando, Florida 32801 010355 Certificate of Authorization #00008507 SHEET Ph. 407-839-6000 Fax 407-839-6020 DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 1113104 IRAJ 111JI04 1 7 " = 50' OF 16 NO. DESCRIPTION 2 8 0 OAK 3 B 0 OAK 0 AK 5 20 0 OAK 0 AK 7 15 0 OAK 8 8 0 OAK ' 0 A _10 870 OAK 1 0 AK 12 16' 0 OAK 13 10 0 OAK 14 ' 0 A 15 9 0 OAK 1 0 17 9 0 OE= 18 10 0 OAK 1 A 20 16 0 OAK 1 0 AK 22 8'• 0 OAK 23 12 0 OAK 4 7TB0 AK 25 15" 0 PINE 26 12- 0 OAK 27 74' O�OAK 28 16 0 OAK 9 0 AK 30 30" 0 OAK -31 1 0 PIN 32 14 0 PINE 33 18 0 PINE 34 0 OAK 35 32" 0 OAK 0 AK 37 10' 0 OAK 38 10 0 OAK 4 0 AK 40 16" 0 OAK t 1 0 AK 42 12' 0 PINE 43 15 0 PINE 44 10' 0 OAK 45 12 0 OAK 4 0 A 47 9 0 OAK 48 9 0 OAK 49 1 0 A 50 8" 0 OAK 1 0 AK 52 10" 0 OAK 53 8 0 OAK 4 1 0 AK 55 9" 0 OAK 57 20 0 OAK 58 9' 0 OAK 59 20.12.&1 0 TRIPLE OAK 60 12 10 & 6 0 TRIPLE OAK 1 1 0 OAK 62 22' 0 OAK 63 9 0 OAK 4 1 0 AK 85 10"0 OAK 66 1 0 OAK 67 9" 0 OAK 68 7 10 0 OAK LUSTER 71 AK 72 9" 0 OAK 71 1 0 AK 74 8' 0 OAK 75 10 0 OAK 7 0 OAK 77 9" 0 OAK 7 9 0 AK 79 8' 0 OAK 80 8 0 OAK 1 1 A 82 9' 0 OAK 83 1 1QUAD OAK 84 8' 0 OAK 85 1 10 0 OAK 0 AK 87 9" 0 OAK 0 AK 89 8' 0 OAK 90 9 8 & 7 0 TRIPLE AK 1 t 0OAK 92 12" 0 OAK 91 t 0 A 94 10" 0 OAK 95 8 0 OAK 0 AK 97 9' 0 OAK 98 1 0 AK 99 8' 0 OAK 100 1 10 0 OAK 0 A 102 8" 0 OAK 103 14 0 OAK 104 10- 0 OAK 105 10 8 4 & 4 0 UAD OAK 6 14 t 0 IPLE OAK 107 18 16 & 14" 0 TRIPLE OAK 1 1 0 AK 109 10" 0 OAK 110 10 0 OAK 111 0 TWINAK 112 12 & 10" 0 TWIN OAK 113 1 0 OAK 114 10" 0 OAK 115 10 0 OAK 11 0 P AK t17 10" 0 OAK 1 0 A 119 8' 0 OAK 120 8 0 OAK 1 80 OAK 122 8" 0 OAK 123 t 0 OAK 124 10' 0 OAK 125 10 0 OAK 126 0 TIMN A 127 8" 0 OAK 1 0 OAK 129 10" 0 OAK 130 10 0 OAK 131 1 1 0 IN AK 132 16" O 9 3 1 0 AK 134 10" 0 OAK 135 10 & 10 0 TWIN OAK T-36 14 0 AK 137 22 0 OAK 1 1 0 A 139 8" 0 OAK 140 18 0 OAK 141 4 0 AK t42 10" 0 OAK 14 1 0 AK 144 10" 0 OAK 145 10 & 10 0 TWIN OAK t 16 0 OAK 147 12 12 8 & 8' 0 UAD OAK 14 14 0 AK 149 9 6 & 4' 0 TRIPLE OAK 150 18 0 OAK 1 1 8 6 0 QUAD OAK 152 10" 0 OAK 1 0 A IR Ln Ln 0 N O ,-a 3 w co Ln Ln M 0 Ln Ln M C 0 M 0 0 0 a, 0 i ,v �o NO. DESCRIPTION 10 OAK ---- 466 8 0 OAK 467 i6 0 OAK 468 12 0 OAK 469 12 0 OAK 470 10 0 OAK 471 10 0 OAK 472 6 & 6 0 TWIN OAK 473 8 0 OAK 474 8 0 OAK 47 8 0 OAK 476 8" 0 OAK 477 8 0 OAK 478 10 0 OAK 479 12 0 OAK 4 10 0 OAK 481 22 0 OAK 482 14 0 OAK 483 14 0 OAK 484 14 0 OAK 485 14 & 14 TWIN OAK 486 16 0 OAK 487 12 0 OAK 488 10 0 OAK 489 14 0 OAK 490 14 0 OAK 491 12 0 OAK 492 12 0 OAK 493 8 & 6 0 TWIN OAK 494 14 0 OAK 495 18 0 OAK 496 16 14 & 12" 0 TRIPLE OAK 497 i 6 14612.E 4 12 & 12 0 QUAD OAK 498 16 0 OAK 499 18 0 OAK 500 12 0 OAK 501 14 & 10 0 TWIN OAK 502 18 0 OAK 503 24 0 OAK 504 8 0 OAK 0 8 0 OAK 506 16 0 OAK 507 16 & 12 TWIN OAK 508 20 18 & 10 TRIPLE OAK 509 8 0 OAK 1 8 0 OAK 511 8" 0 OAK 512 8 0 OAK 5131 12 & 8 TWIN OAK 514 14 0 OAK 515 18 0 OAK 516 10" 0 OAK 517 10 0 OAK 518 10 0 OAK 519 14 0 OAK 10 0 OAK 521 20 & 12 0 TWIN MAGNOLIA 522 34 0 OAK 523 34 0 OAK 524 26 0 OAK 12 0 PALM 526 12' 0 HICKORY 527 10 0 OAK 528 12 0 OAK 529 16 16 14 & 6 0 QUAD OAK 530 118 0 OAK 531 10" 0 OAK 532 10 0 OAK 533 10 0 OAK 534 24 & 18 0 TWIN OAK 535 10 0 OAK 536 10" 0 HICKORY 537 9 0 OAK 538 12 0 OAK 539 12 0 OAK 24 0 OAK 541 24" 0 OAK 542 10 & 10 0 TWIN OAK 543 14 0 OAK 544 10 0 OAK 545 12 0 OAK 546 12" 0 OAK 547 8 & 8 0 TWIN OAK 548 20 0 PALM 549 8 0 OAK 14 0 OAK 551 10" 0 OAK 552 20 0 OAK 553 12 0 OAK 554 14 & 14 0 TWIN OAK 555 8 0 OAK 556 12 0 OAK 557 10 0 OAK 558 12 0 OAK 559 10 0 OAK 12 0 OAK 561 8 8 8 3& 3" 0 RVE OAK 562 10 0 OAK 563 26 0 OAK 564 16 & 16 0 TWIN OAK 565 24 & 16 0 TWIN OAK 566 16" 0 OAK 567 20 0 OAK 568 20 0 OAK 569 14 & 14 0 THAN OAK 570 12 10 & 8 0 TRIPLE OAK 571 12" 0 OAK 572 30 0 OAK 573 12 0 OAK 574 12 0 OAK 7 10 0 OAK 576 10" 0 OAK 977 14 0 OAK 578 12 0 OAK 579 10 0 OAK 580 10 0 OAK 581 12 0 OAK 582 18 0 OAK 583 12 & 12 0 TWIN OAK 584 10 0 OAK 585 12 0 OAK 586 14" 0 OAK 587 12 0 OAK 588 14 0 OAK 569 14 0 OAK 16 0 MAGNOLIA 591 22" 0 OAK 592 24 0 MAGNOLIA 593 12 0 OAK 594 12 0 OAK 8 0 OAK 596 12' 0 OAK 597 14 0 OAK 598 16 0 HICKORY 599 14 0 OAK 60-0 _12-0 OAK 601 12' 0 OAK '902 10 0 OAK 603 12 0 OAK 604 8 0 OAK s 10 0 OAK 506 10" 0 OAK 607 10 & 3 0 TWIN OAK 508 10 0 OAK 609 10 0 OAK 1 10 0 OAK 611 14" 0 OAK 612 16 0 OAK 613 12 0 OAK 614 20 0 OAK 615 12 & 10 0 TWIN OAK No Placement of Material, Mochinary, Temporary So# Deposits or Additional Fill or Asphalt Pavement for Drip Line Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade Mare or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. Orange Plastic Mesh Fencing At Time of Construction T YP/CAL TREE PROTECTION N. T. S. NO. DESCRIPTION 1 20 0 OAK 617 16 & 12' 0 TWIN OAK 618 t0 0 OAK 619 20 0 MAGNOLIA 620 16 0 PALM 1 16 0 OAK 522 26 & 24" 0 TWIN OAK 623 26 0 OAK 624 16 & 14 0 TWIN OAK 625 14 0 OAK 40 0 OAK 627 14" 0 HICKORY 68 14&14 0TWINOAK 2x4Fence NO. DESCRIPTION 629 t0 0 OAK 630 1010 & 8' 0 TRIPLE OAK 631 10 0 OAK 632 14 14 14 & 12 0 QUAD OAK 633 16 & 14 0 TWIN OAK 34 16 & 16 0 TWIN OAK 635 14 & 12' 0 TWIN OAK 636 14 & 8 0 TWIN OAK 637 18 0 OAK 638 16 0 OAK 72 0 OAK 640 38" 0 OAK Clarke Road NOTES: �a"—----- _ \ 1. THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A )d�8 9Z 69Z o° / o o _ S ° 8b2 0 �9Z_ FLORIDA LICENSED SURVEYOR AND MAPPER. j 9 0 89Z O 20 2. BEARINGS SHOWN ARE RELATIVE TO AN ASSUMED BEARING OF NORTH 00'06'28" WEST ALONG L9Z ° C.LZ/ ° 92 / o �L0 THE EAST LINE OF THE NORTHEAST ONE -QUARTER (E 1/4) OF SECTION 9 AS SHOWN HEREON, i / i 20 O� O 9 \\ \ I 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED F R RIGHT-OF-WAYS, EASEMENTS, OWNERSHIP, IIII / / / /CLz 6-b2 i 21° \\ .� ADJOINERS OR OTHER INSTRUMENTS OF RECORD. II / / / i Z/ 8LZ 092 4. THE SPECIFIC PURPOSE OF THIS AS -BUILD 6L SURVE6 Z ) IS TO SHOW THE LOCATION OF SELECTED I I {{ i ,• / ! TREES DEPICTED HEREON. ONLY TREES 8 INCHES AND LARGER (MEASURED AT BREAST HEIGHT) HAVE BEEN LOCATED. WILD CHERRY, CHINA BERRY, A14D SAND PINES WERE NOT LOCATED AS PART I I \ � 292 � i _ \ OF THIS SURVEY. I { I� ,\ \ 178 L 5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A 5 L2 L G� LZi I \'III PREVIOUS BOUNDARY SURVEY BY CEMS CONSULTANT INC. I I �`� I `Z i•2 60 Ml��L ____98ZXt➢2 217 _ — J L5Z 802 0 90 �0 — \ ( 5 I Z � 99Z 502 € 80¢� 1 ti \ b 20F\ I { 5Z^5SZ\ l6 i 102.2 —lmE) i L �Z I I Oyu 56 0 90 ; �� — - �0'Zl lf-1'O g Z� I Z6Z 6Z 0 / \ i I 11 -86-L6 %/ //(/ €6 °1 L6 LVZ i 1 26 96 92 0 'bZ_(�> ° 961 o \ 661 o voz o z 20Z�I �, b2 011 ---- i X86 � I L�Z}� XZO� 06z�1 8Z2 i 1 /lll l lI (( /% / { I 102.0 I 1 ---- �! _��----{---1�----- ------ I ►------�� 1 i() I i/jl// (I / ( I / l ( I t 941 4 M� 1 iL �O O O D O O 61 I 1 \ I I \ I i 11 I \ \ F.. Ell 98.25 \ t9 t 0 / I I / \ F. . El, 96.00 \ X 40 V El 94.50 Z� I'CO((/ ( iil i I IIfhI(. i i I( ( I f i loot ppppI I I I I hI I I( I hi : ' rn "' _ 1 (I j 1 ' I ►NIt I I — ( 93.42 � i I 3 �_=__ 0 9S, o - i �- - ( Z e I , ': i I i 1 I I ,Cb I ( I I I \ I I 1 \ I F.F. Eir 0 8.25 1 { I I 1 1 I }F. I i. 98.00 1 I 1 L9 I ; 1 I I / ii' i IIII111111(iI( ' i0 / � I I i l it i t 111 11 / � iI ir► f l l i // II I illllljll( I j i ,. i I iI I I III I I (� ii ( Ilil�llllil � I ' III F.—!4. A-_ \ / \ \ / \\ \\�\ \ \ \ \ \ \ \ lL ( ( 1 I ' 6L L2 \ \ \ � •\ � \ \� \ � \ \\ / F.F.\ 1 3.00\ \ \ \ \ I I / 9L IIII IIII I i I I \ \ /\ 1' \ / \ \ \ i\ \ \ \ \ \ ( I (' ' 92.62 f :_• I ili I� )i i i ( I I f I \ X 112.0 \ \ \ ;"\ / \ / \ \ \ \ \ \ \\ \ \ I ( i _j30 114.0 \ 1 \ \\ \ \• / \ \ \ \ I I�2 219 I I ( F.F. 94.00 176 F. \ \\ \ \ \ \ \9�9 I I I i\ \ \ \ i I I Y. El- 98 90 I ® 1 I i I ► I i i ii 1 F.F. 081� i I 1 I o I . I 10.8 j I 1 L �00 Ig9 I I i I I i I1 ` �\ -..:.:\ 1 \'• . I � I � I I I I i I I I I 1 I I ( i I� I I \ \\ \\ \ :• Cam\ I I 5I� O i I 2 I I I I i I I i I \ice \ \\ �� C- � i I 98 � I I I y i I i I / '• � I I \\9L 1§ ' L lj I ~ 1 6 1 LEGEND AND ABBREVIATIONS I {' / ; / (( 0 DIAMETER I 1178 b I I ( / / / / 0150 TREE & TREE NUMBER 85 I I { 1 I 1 / (( C1 CURVE NUMBER 113.40 1 1 1 I I i 1 ( F. 01. 1.00/ / / n ( // /� / / ( V/ (j L1 LINE NUMBER R RADIUS I ( I / / F.F �B.00 / / ( / / / ( A DELTA Q 9 f �// i ( ( ' // l l '1( ARC LENGTH (( R/W RIGHT-OF-WAY I I (100, III \ i o Trees to Remain ( 1 X Trees to be Removed / 1. Prior to any Construction Contractor 10 Z 9+ Sholl Coordinate With the CityArborist , '':,..:: ; ..- 1.•:. i•..... :. �..: ,.: I i l i i / ( ( a Schedule of the Approved Trees to be Removed Match Line See Sheet 4a �25 . . EI 109. 0 1 I i I i I I i I I li 1 2. The Road may be Shifted Within the Right -of -Way to Save Existing Trees, DATE REVISION NAME CHECKED Tree Survey dune En ineerin Consultants0B No. 2/21/05 City / SJRWMD Comments JAS RAJ J Engineering , Inc.InC• 71 E. Church Street Orlando, Florida 32801 01-0355 7/18/05 City Comments JAS .RAJ J C 9/16/05 City Comments JAS RAJ # 8507 Certificate of Authorization 0000 SHEET Ph. 407-839-6000 Fax 407-839-6020Pr/irie LGke Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 7c CLK 11//04 RAJ 11/3/04 1" = 50' OF 16 lu ci : 'a 4' CenYer To :�ena"eC 1Nnrt�um $ �`Gerier To _Canter::Max,inrrti Via• Connect into Exist, 12" ,... Water Main ® Valve Stubout ' Exist, Stop Sign Existing Pavement Const. Irrigation Meter O 9s 18 Solid White +� Cvnst. 6" PVC (C900) Reuse -CAS9s sirs. o 9 Const. 8" PVC C900 9 9 X ( ) 9 8 9 ; ` -r W' ter Main Stubout t�A� Mer9 o Water Main AX 9s 9'> X9 Left O O O.� pow O O�R >>00> >�Q >00 909� �/ �P- �9d' OO> 9 �s - - - - -- X X 9 X �� —00 10 70 9 lip 9> Ron :5 ni�deifn Aye. I 1 9)Rj a ,14 j 9 9�A •C7 )O.�O s> 99 •.--.--a'--%a--_' 5 `�J \\\ ,l `'y .. _ _-. rly�>.r _-c--r > _ r ' rr'' -.-.- _ .� `t ' ` ( _-_- �.. `\ (( 1 ( 9 0 I� ■E Zj ` \ \ k; �.• o �• > Const. Fire Hydrant x , o 0 9.8 90 0o o Const. Emergency Vehicle__---- I,' , s Flashing Light w/ Op con i •c�R� - \ r '\�s _- '' „- - :-- # 1 { \ r 1 fry '3 '°� 9 s?�9p 9sQ�' , ; - 50jem.toActivate Red Light __ -- 9sJ 4 > 'o - , 6" Solid White \ LEGEND ,-'rr fi�IA1%L(tli11Jf1f7f.:. � �i; � ��' -- ; + , '•t; \\ Siq�'Pane# � ExistingContours ���\��>o� �__ rl-,------ , �.------------- Solid Double Yellow + _,- err v - - r- \ ti- ` �,� RetleCtve �urtons Snatrxarre.A Lot,g Number O �\ Direction Of Flow � " Exist. 12 Reuse Const. 8" Gate Valve E -_ ""'' - 'r \� '�,►' - X> Existing Grade X�g•3 Main Match Exist. Pavement, Const. 5' Conc. walk 'x> > ' �r- Proposed Grade Curb, Sidewalk, etc. as part of the infrastructure '~ \� / �a°® Const. Irrigation Meter Proposed Pavement . Exist. water 8" Reuse Main Const. Valley Gutter r�'rrrr J -' \ sv porsatnt.:dr,ven 3n�n..tre. cruir�; Storm Structure ■ Connect into Exist, 8 Reuse 10' Wall / Landscape"� rr-' r----'"� °� i �,,, - Steer Ftcned urine! Po Sewer Lateral Water Main 0 Valve Stubout Const. 8" PVC (C900) Easement Double Sewer L a t. --� Reuse Water Main - - J • m, ,arunUrn Pas# arumns�m Bu#tgrrerrd fort .w,ti�. Nu# and LvGkwasher or 0 SfafnlEss 5#dux rtex Neal Water Service r ,r \ $ot# wr#h.1of psher utrrier. I#ead rrtTd Llckwasher ut2dr;Nut;. Double Water Ser. r— -,�� Const. Valley Gutter , 8„ Gate Valve (Reuse) cr,annettrst Provide AtlochmenP t dreXrcioncet:ivr?h, tQ• „ice At#ichment taeto,�" 6h..rnd x Nv rtgi5. Water Main 8" WM 1 Sanitary Sewer S Stormpipe �) o ' Const. (3) End of Road Markers Fire Hydrant (as per FDOT Index 17349) 8" Tee w/ (See Detail This Sheet) Storm Inlet Am Gate Valves Con cre to Q Plan & Profile Sheet # Soil Type Gate VdI ve D4 Ii Soils Boring +AE-1 WCter B/o wo ff 0ve.. Strosn1der Conservation Line --+--I��Ron 100 Year Flood ii C.) Lr) -So 120 s °� " a 120 W W : Propose Cell terline rade --'' 115 ,- '' 08� 115 ' Existing fCen erline G adeQ. 110 O N !i .- 110 •� j O 000 105 0 - ..- 105 -- 100 --------- 100 --- ---- - ' 18" RCP 123 95 95 N N 00 o0 A R A ! t ! A A 0 10 1 1121 1 1 16 1 17 1 DATE REVISION NAME CHECKED Of/site Improvements Engineering Consultants, Inc. June % JOB NO. 01— 0355 2/21 /05 City / SJRWMD Comments JAS RAJ 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 7/18/05 City Comments JAS RAJ SHEET Rory Strosnider A ve. C Certificate of Authorization #00008507 9/16/05 City Comments JAS RAJ • PrairieLake Reserve Ph. 407-905-8180 Fox 407-905-6232 (5 10/5/05 DRC Comments JAS RAJ DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 11/3104 RA 1113104 1" = 50' OF 16 i r Exist. Curb Inlet Overexcovate Pond Bottom to a Depth of Gutter EL 89.15 Exist. 30" RCP 5 feet Below the Proposed Pond Bottom. In v. 84.15 Exist. (2) 36" The Excavated Areas Shall be Backfilled Const. 44 LF 15" i tt RCP _ tiro 11'i with Clean Fine Sands, as per Yovaish Overexcavate Pond Bottom to a Depth of Const. Conc. Mitered End Section t t _-_ , I Engineering Sciences Seepage Analysis RCP _ _ _ _ _ Dated March 30, 2005. 5 feet Below the Pr ®1.149' Inv. 87.50 t _-_ _ Proposed Pond Bottom, y- � \ The Excavated Areas Shall be Backfilled Const. Emergency Outfoll w/ 5 Wide Conc, Splash Pad to _ Const. Conc. Mitered ,° with Clean Fine Sands as per Yovaish Structure #2 Bottom of Pond _ P End Section Engineering Sciences Seepage Analysis (Type »D„ Inlet) Inv. . • I �+ �' �, ' i i i i i i i r Top 92.00Dated March 30, 2005. In V. ' _�.:,.:.. �.; :, .• - ... :......- . \�U► �+I �+IClarke Road 88.00 ,1 ro I+ __ - --- --- - ii a _ Overexcavate Pond Bottom to a Depth of ',+ + + _ 5 feet Be/ow the Proposed Pond Bottom, + t 1+ +,+t r , I I r ( 1 I , ------------------------ _ - - _ - _ _ --� t ,� r ; . Inv. 85.37, The Excavated Areas Shall be Backfilled trr i r r 1 i rr O �, ----- I Q' ' with Clean Fine Sands as per Yovaish , t r i r / r 1 r O O " i ;•` t+ Engineering Sciences Seepage Analysis � 1 r 1 r r ,� , cb l..' 9 ys ^� t\ It i i i I r rr! �r I i rtt it i 1' �c.o, Inv, 102.0 /� ,'� _ _ _ Dated March 30, 2005. k \ / _/17 Const, 42 tF 6 PVC � (Sch 40)60.507o + t , i , I t i r , 1 I 1 , ' • r :y 1 - -"-- 1 \, , >a + + / Regrade Bottom to Elevation 84.00 \ ------�_--- \ I: _ ---_- t X ,: } 1 X Cj-- _ _ __ __-- _- \ r t I,. 1\ p�-._---_--------------•-_`-_ ,'" �4 O'ro Const. Conc. Mitered r I .�� � 1 r� � + , + � _ _ _ _ _ _ _ End Section ' ' I " 1 t ,\ 1 �, _ -- 1 1 I r r J 1 r r r 1 r t r , r \ cb r 1 i s V 1 1, _ \ \ �i , E6 _____ Lg-- g __ ____ ---- r r r 1 r r , co lnv, 86.00 r t 'F. I \ 1, , ',I i - _- --,dam` __------__ g -- -- "-- _ - - xp i ( , r r\ \O .vcc _'-_'h--- t O r : r`: ' n�.O , r - l J -- - -------------- t , I I , I , t r r / / r -� 1 -r.' (( ZI {Y� �, \V��ci�---- - _-v----- __-- -- __ W - - ----- + t i I I I + t 1 : l . . 6 ;�}Y \ 1 -� - _- ---- - --- _ _ - 06 _ - -- r�------------ I Retention Tract ��B„ `, ' i I! --- -':� , ► - - - - - --___---�_-_---_---��- "-- ' �\ � " :� � \.p - - _ -- � _ ------ � -6 �------`_---------- 'eten Pon `(rocf „A,� r I + I I r / , r \ "'• ; ' - ' _" \ O~ __ "- -_--g __ ' - / R- Exist. Conc. Spillway I i , ', ; Const Cones Mitered End Section\\ r , ® �4 - - - ___ __-__- ____- --- w/ 5x5r--Coj1c. Splash Pad_ _ y--------------- - I Inv. 86,00 _---- - ` \ ..s.;..::,. ' i ���- �....� �i // Oro,- -1 '--"`=O_-----�__-_----`-`-- I Const. Conc, Mitered End Section �� �� r 1 \, w 5x5 Conc. Splash Pad ,. .' ---- --_-_ I I I I I i I r I I t it I Toro Inv 106.00 p . �\ ;Y.: r Const. 156 LF 18-_-- t I + i t I I �`� `� ; RCP ® 0.009--- 1 Sod Berm 20' 1 I i i I I I i I I i I /i I ro Const, Temporary Erosion Exist. Mitered End Section P & Slopes , , r I O , .:• � �� i Con tro/ Barrier Sod Berm Oi i ' r�f"�� (Silt Fence) Inv, 83.60 & Slopes 1 i I �° ' ' Maint. Berm • Tract B i r •_ i _ _ _ =-' •x Outfall Structure ,f'2 Top El. 93, 00 Tract "B-2" w 1 r' I i , I I I I ...,, . I -" 1^_- 03-' Top 92,0 Inv. 8& 0 5 1 1 Inv. 87. 5 1 I 1 I r ' i r r r Const. TemporaryErosion ' I ' :: 1 -- ''A` -- 3 Con trol Barrier 1 r _' -_-- 111 (Fen r I r ( 1 Silt ce , _ _ _ - r r r r ��/ I I i'::`•' l ,ti'� .uit + ,Vc� �j`> Spillway Pond Bottom 86.0 15" RCP Const. Conc. S illwa r t �,r, w/ Splash Pad It i , , , I I :..:.; • rl / rr r�i,. 11 r 1 / l l /r 1 / 1 I t i r r i r 1 i I I I r 1 I i r i t �'•• !!. r ..r rr t/! I Pond Bottom 84.0 Clarke Pond Designed Around .� \ / v •�.>. �a _ r. -�.>. ' �a -� �a ...'� v ' I I ' r I •9' _. Conservation 100 Year Outfall from Tract "B" t0 "B-2" O O , P " g Road y Clarke Road to Along Limits Wetiond Limits O O O O O 1 0 O Const 6 ADS Perforated Rr ht-of-Wes g g Buffer and or c0 co / 20' Utility Esmt. TYPICAL SECTIDN rn rJ wN O ODvrnCP_N �, , , i t I Pipe w/ Fabric Sock 25 I r Maintain Natural Sodded N. T. S. i � 1 � i r I (see toe of slope drain Buffer r I I detall)I Undisturbed 10' 3' � , ! r r r r , r I 1 r ,• I i r , r 1 r If , co I i r 10' Min. N Sod Side Slopes Sod Berm & Sodded -To 93. Main n I ly 0 Exist. (2) 36 RCP Equalization & Berms to once Backs/o e 6 Stabilized Subgrade p P Pipes Inv. 85.37 , r r ( Berm to 50 psi FBV Min. 1 1 Top El. 190,0 it r , , I I Top D. 93.0 I 5 5 4" Force Main / Emergency Outfall (Typ. 3) r 1 1 Structure 1 ,� i� Exist. Grade 1 rl r , i r I 3 Top EL 92.0 5 1 Es-r�T" 1 13 12 Min. Exist, Bottom El. 185.5 \\ 5 Bottom El. 86.0 -__�'- 1� - r i ' r 1 i i i r' r�T-Const. Conc. Mitered End Section - J 1 I Proposed - 18" RCP 5 5 ' j i 1 r j i 1 + 1 + r w/ 5'x5 Conc, Splash Pod P 3 Min. _ -100 Yr Flood El. 86.0 _-_ I , r r Sidewalk Seed & Mulch �� Match Exist. Grade -NHWE El. 83.0 ---_' Proposed Bottom D. 84.0 Slopes Inv. f06,00 Sod Side 1 Bottom SHGWT P i GOO t i rr f 86.0 Silt Fence El. 86.00 Seed & Mulch Bottom LRegrodelExcavate Pond Bottom j i t 1 r l r r to Elevation 84.0 I 1 I ! r 1 r r/ r r r 1 r r r "B") ' t r r r 1 r , I 11 r r r r r r Tract B r ( ) (Berm /Utility Easement) (Tract "B-2") r l r I t l/ l/ , r r , TYPICAL POND SECTION B TYPICAL SECTION X • T YPICAL POND SECTION "B-2" '' t�ro� i iI f I+I N. T.S. N. T.S. N. T. S �4,r 4, i I I I I I ' 1 t I r I s, r l 1 r , r 1 r , j( r I I I ' Const. Emergency Outfall I t Structure .41 / IIIJ i I i + Conservation 7o0 Year (Type "0' Inlet) i r I � , 1 l t Buffer and/or I Top 112.00 i , 1 I , 1 1 I Limits Wetland Limits i r O 1 I I I I I 1 t , I Inv. f06.OD I , 25 Const. Conc, Mitered End Section w/ 5x5 Conc. Sp/ash Pad Undisturbed i .' �,r,'r ri r Ii r r r i r t rr Ii 1 1 1i r I r; r r Ir r I ri t , iIli I rt! r r • (IIrI II1,I III I tr rI r1 I r rt C.rIo. rril titInv. 86.00 Slopes n, ' I Sod Berm & Const. 68 LF 15' & Berms Maenance m Backslope BeTo El. 930 Overexcavate Pond Bottom to a Depth of i ;� ,'t Emergency Outfoll Structure 5 feet Below the Proposed Pond Bottom, " ra -� 1 i 1 I l i U p El. 92.0 I r 1 i , , •�• 1 I , , , / The Excavated Areas Shall be Backfilled , i , r I , 1 Const. 6 ADS Perforated 1 � 5 1 i i ; ; ; ,' with Clean Fine Sands, as per Yovaish t ! 1 i ; Pipe w/ Fabric Sock 5 Bottom D. 86.0 - 3 y;' , t� I , 1 ' i 1 I (see toe of slope drain Engineering Sciences Seepage e Analysis I , , 15" RCP g 9 P 9 ys , i , ; , .I i ---_ �A/ r , r Dated March 30, 2005, I , , 5 1 I 3 i i detail 3 Min. _ _ -100 Yr Flood El. 86.0 r r r 1 r r 1 ! r I • � �O � -, r f , I r , , I, I Seed & Mulch Match Exist. Grade Const. Conc. Mitered End Section Bottom SHGWT -NHWE El. 83.0 f 84.0 w/ 5x5 Cones Splash Pad , Silt Fence , , I , i , i , Inv, 101.00 I I , 1 , , I I I I ^--- -- -- --1----�---�---=-- r ' d-- - -�'-r - - -- ' �-1 l �� �� I + `lJ I i , I , Tract "I") -,o,`O \\ \\ Const Conc. Mitered End Section w/ 5x5 Conc. Splash Pad + I ; ; ' ' 1 , ' Const. Emer Emergency Outfall TYPICAL POND SECTION C Inv. 86, 00 i Structure #3 y N. T. S. I orb iJ ' tt i (Type ruc „re inlet) 1 c,o. Inv. 102,0 Const. 15 LF 6" PVC _ err ,' �' \, Ir i C� �' Top 92.00 MAINTFnlenlrrF RFaAd (Sch 40) 06.67% 1 ' ; Reten tiol4 G' i t r 1 1 „i„ r Tract � 11 ,' O 1' .Q � i .... ... . . _­­__ _-.1'.. POND el. A" el. "B" A +102.0 +106.0 10' Conservation f00 Year /t it �' rrr r r I , Const. 50 LF 15" I RCP ®4.009 B +84.0 +86.0 Buffer and/or r 1 t , COMPACTED FILL,,.3 C +83.0 +86.0 25' r ; ' r ri i rr i i 5 1 18" FDOT 902.4 FILTER SAND Undisturbed..................................................... r r r C. 0, II r r i EXISTING GROUND SURFACE 1 D Min. r r r r 1 Sod Side Slopes Sod Berm & , r L r 14[-------------------y _ Maintenance r :.:.......... 6 INCH PVC PIPE & Berms Backslope r r N '4 i I el. "B" 4 SCHEDULE 40 r el. „A., To El. 113.0 i !r I , Const. Conc. Mitered End Section Emergency Outfoll 1 ' r r! 1' - -'�-,I 1+\� i 11 I', Inv.84 OO OriC. Splash Pad ADS PERFORATED PIPE WITH FABRIC SOCK Structure Top El. 112.0 5 1 /^1--------r------- 5 Bo t tom EL 106. 0 75 " RCP _ r ¢bYb = , -0 " , Const. 5 LF 6 PVC TYPICAL CROSS-SECTION TOE OF SLOPE DRAIN 3' Min. - _ -100 Yr Flood El. 86,0 i ' ' Seed & Mulch Match Exist. Grade NH El. 83.0 (Sch 40) (§� 1.00% �SHGWT N. T. S. Bottom f 104.0 DATE REVISION • NAME CHECKED Silt Fence Retention P®nd DetailsJune En ineerin Consultants, Inc. JOB NO. „2/21/05 City / SJRWMD Comments JAS RAJ! (Tract A) -(., 71 E. Church Street Orlando, Florida 32801 01_ OJ55 7/18/05 City Comments JAS RAJ Sheet TYPICAL POND SECTION A 9/16/05 City Comments JAS RAJ Certificate of Authorization00008507 Ph. 407-839-6000 Fax 407-839-6020 N. T.S. 10/5/05 DRC Comments JAS RAJPrarle Lake REi ser v U DRAWN BY: DATE CHECKED BY: DATE SCALE 10 CLK 1111104 RAJ 1111104 1" = 40' OF 16 ` li GENERAL NOTES }� I Inlet 1. The finished grade and slope of the inlet tops are to conform with the finished cross Fillet Each Back Corner I (Inlet Top Type 6 slope and grade of the proposed sidewalk and/or parkway. Required When Round Symmetrical About 1) No. 5 Bars 2'-0" 1'-6" 1�z" Bottom Or Riser Us i 2. When inlets ore to be constructed on a curve, refer to the plans to determine the radius ® 5" Ctrs. Q 6" 1 g" 1 g"No. 4 Top Bars 12" A and, where necessary, modify the inlet details accordingly. Bend steel when necessary. (Provide Horiz. No. 4 Bottom Rars #4 0 6" o.c, P 3. All reinforcing steel shall have minimum cover unless otherwise shown. Inlet tops shall Hook On Throat 6" 6.1 6" Slope To Match Adjacent Curb With 2" Top Radius #5 a 5" O.C. be either cost -in -place or precast concrete. End Of Top Bar - And " Bottom Chamfer1 r Radius 6" l�i 1 o �, Normal 6" Or 9" - I I 4. Precasting of this inlet top will be permitted. Precast units shall conform to the dimensions �+ Q -►) �+-17( Cutter B N 1 shown or in accordance with approved shop drawings. Request for shop drawing approval shall be directed to the State Drainage Engineer. ;o —F --'-- I F 5. Concrete meeting the requirements of A.S.T.M. C 478 (4,000 P.S.I.) may be used in lieu a I I itl Inlet (—I of Class � concrete for precast units, manufactured in plants which are under. the Standard - z D I 1 D Operating Procedures for the inspection of precast drainage products. o i+- - r` U of p 3 No. 4 Bars I �,' I I �__Y__ ___€ 1 6. The corner fillets shown for rectangular throats are necessary only when throats are to be ? m'� a a ®6" Ctrs. '"''---++►� P I I used in conjunction with circular inlet bottoms or when used on skew with rectangular _, o a _ j-Corner Fillet (See Note 6.) Q A inlet boxes. Z ; x �, 3" 16") _ 5'-0" 6" _ 3'-6" 6"I 3" 7. For inlet bottoms see Index No. 200. - a - 'o No. ®6" Ctrs. Horiz. r^ 8. These inlet tops are designed for use with standard curb and utter Type E and Type F. c° m o J 10'-6" p 9 9 YP YP N =_ o. 4 Diog. Bars 3'-6" Chamfe 6,. No. 4 0 8" Ctrs. Vert. Locate outside of pedestrian crosswalk where practical a� 6" TOP VIEW a 9. See Index 201 for supplemental details. l �l Inlet Box Or Rise Sidewalk �) 10. All steel used for frame and cover shall meet the requirements of ASTM A-36, Ditch Ditch (Steel Cover Shown) O �- FM -r SECTION AA To Be Poid for Limits Of Inlet Construction To Be Paid For 11, Either cast iron covers or steel covers may be used. Iron covers shall be Class No. 30 I TT.o Curb & Gutt r As Curb & Gutter Apron - -- � F.L. Of Gutter v ' castings in accordance with ASTM A-48. �Q I I . 12, When Alternate "G" Cover is specified in plans either the cost iron cover U�III�GG�91u�llllii�I�ll�l�I�� Curb & Gutter Q� Curb & Gutter I V-6 `o I 10 ;o and galvanized steel frame or the the galvanized steel cover.and frame must ------._..._ _ be used. Covers are to be grouted in accordance with the grouting detail _ i shown on sheet 2 of 2, in lieu of tack welding. 13. Inlet to be aid for under the contract unit rice for Inlets Curb) -(Type ). Partial Inlet Completed Inlet Ditch Bottom Inlet ( p p `r Each. 3'-0" 8'-D" 2'-6" 3'-D" Gutter Transitio Gutter Transition Protection Around Inlets or Similar Structures n SECTION BB ' (Curb Inlet Top Type 6 Symmetrical With Left Half) INLET TYPE 5 Tjpe A or B Fence �2" 1,_3„ 9„ i 4 6" 6" No. 4 Top Bars Note. Bales to be Stacked at the l l , 5 7: Direction of the Engineers Intermediate ear /�J / / No. 5 Bars r= ( ( No. 4 Bottom ears ;) (Discontinued When 5' Ctrs. Loose Soil Placed by Shovel and Space Between Adjacent Lightly Compacted Along Upstream Longitudinal Closer N Face of Bales. Than 8" centers) a SECTION PP f• � ^i �n Bales Backed by Fence �\ s„ Theo. Gutter _ TOP MODIFICATION FOR TYPE E CURB a, Grade NQ SECTION QQ (Per F.D.O.T. Index No. 102) EROSION PROTECTION DETAILS ° N.T.S. SKETCHS SHOWING FRAME SEAT AND THROAT RECESS CURB INLET TOPS i TYPES 5 & 6 NVinyl Sheathed EAW Steel Coble (9800 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Slotted PVC Connector Pipe Flotation (6" Dia. Equiv.) (12 Lbs. (Metal Collor Reinforced) Closed Coll Solid Plastic Foam Per Ft. Buoyancy) Post (Options: 2" x 4" Or Flotation (8" Dia. Equiv.) (17 lbs. 2 Min. Dia. Wood; Steel Per Ft. Buoyancy 6Max. 1.33 Lbs/Ft. Min.) ' n" 18 Oz. Nylon Reinforced g Polypro Rope PVC Fabric (300 psi Test) I' C18 Oz. Nylon Reinforced o '� (600 lb. Breakin YI 18 Oz. Nylon Reinforced Strength) v PVC Fabric (300 psi Test Stress Plate PVC Fabric (300 psi g ) o ,) gGalvanized Chain Test) With Lacing Grommet :rl Galvanized Choi 2M TYPE TYPE N Co 7r o D, =5' Std. (Single Panel For Depths 5' or Less). o ao i D2 =5' S(Additional Panel For Depths 5'). To Curtain Reach Bottom To Depths of tFeet. STAKED TURBIDITY BARRIER Two(2) Panels For To Be Used For Depths Greaterr Than 10 Feet Unless Special Depth Curtains Specifically Coiled For In The Plans Or As Determined By The Engineer. Post (Options. 2' x 4or NOTICE: COMPONENTS OF TYPES - AND -r✓ MAY BE SIMILAR OR IDENTICAL 2 1/2' Min. Dia. Wood.' Steel TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY 1.33 Lbs/Ft. Min.) 6' max. RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF Filter Fabric (In i THE USER, SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS Conformance With APPROVED BY THE ENGINEER. Sec, s85 FDOT Spec.) I FLOATING TURBIDITY BARRIERS GENERAL NOTES LEGEND Elevation • Pile Locations 1. Floating turbidity barriers are to be paid for under the Proposed Toe Of Slope contract unit price for Floating Turbidity Barrier, LF. Dredge Or Fill Area 2. Stoked turbidity barriers are to be paid for under the contract i r1 o u unit price for Stoked Turbidity Barrier. LF. Mooring Buoy w/Anchor No Placement of Material, Machinary, Temporary Soil ( I jf Existing Deposits or Additional Fill or Asphalt Pavement for Drip Line I I ,rr Causeway 4!� -I Anchor Vehicular Circulation Shall be Placed any Closer to I ( µ o Barrier Movement Due _�__ ��!! To Current Action any Tree Than The Drip Line, No Attachments of Wires Dv ..,.. Shore Line Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless optional Post Positions{-20�� °a� AD °Q 0 Shown on the Approved Site Development Plan. 2 x 4 Fence � Princyo/e Post Position !� I Shore Line Limits Of Const. (Canted 20' Toward flow') • • i • • i l Futer Structure Alignment Fabric I Current Limits Of Cons . Shore Line Silt Floc C j Orange Plastic Mesh Fencing Turbidity Barriers Note: Section NOTES: Turbidity barriers for flowing streams and tidal 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types or any combinations of types that will suit site I' 2. Number and spacing. of anchors dependent on current velocities. conditions and meet erosion control and water quality requirements. The barrier type(s) will At Time of Construction Note., Silt Fence to be Paid for Under the Contract Unit Price for Staked Silt Fence LF. 3. Deployment of barrier around pile locations may very to accommodate construction operations. be at the Contractors option unless otherwise O specified in the pions, however payment will TYPE /// SIL T FENCE 4. Navigation may require segmenting barrier during construction operations. pl under the pay items) established in the T YP/CA L TREE PRO TEC T/ONplans far Floating Turbidity Barrier and/or 5. For additional information see Section 104 of the Standard Specifications. Stoked Turbidity Barrier. Posts in stoked turbidity barriers to be installed in vertical N. T.S. N. T.S position unless otherwise directed by the Engineer. TURBIDITY BARRIER APPLICATIONS ° DATE REVISION NAME CHECKED T June Engineering Consultants, Inc. JOB NO. 2/21/05 City / SJRWMD Comments JAS RAJ Site DetGilS / 01-035 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 9/16/05 City Comments JAS RAJ Certificate of Authorization 00008507 SHEET /1► Ph. 407-905-8180 Fax 407-905-6232 Prarle LGke Reservu DRAWN BY: DATE CHECKED BY: DATE SCALE CLK 2/20101 RAJ 2/20/01 N. T. S. 'OF 16 1 �0 TRENCH WIDTH VARIES CROWN TRENCH IN W/ SIZE OF PIPE CROWN TRENCH IN {3- MIN) (SEENIMPROVEDRTTYYPE B T WN SIZE I OF PIP IES UNIMPROVED AREAS B . 3" MIN.) EDDING AND TRENCHING SEE NOTE 8) RESTORAETAIL �ONOTHER FINISHED GRADE ) " . FINISHED GRADE w \//\ ; : : •:: ..: " \//\ w SEE NOTE 4 •/i, /� L? v j SEE NOTE 4 /\//� W n COMMON FILL. l /� .� N \ PIPE' O.D. COMMON FILL i\\ • ";l' . ' \\ PIPE O.D. • \�//\ a //� / N SELECT DIMENSIONS AND QUANTITIES See Genera/ Note No. J. See Sheet 5 Of 6 For 3" Slab Quantities D X A B C E F G M N 51'CONCRETE SLAB !CY) W SODDING (SO. YDS.) Single Double Triple Ouad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Slope is, 2'-7" 1.92 2.18, 4.10' 2.06, 51 1.22 4.63 7.2/ 9.79' 12. 1.19' 0.38 0.58 0.77 0.96 21 24 27 30 18" 2 -1 /.97 2.74 4 7l' 2.56 6 /.4/ 4.92 7.75 10.58 /3.42 l.21 0.44 0.65 0.8T l 25 3l 3'-5' 2.06, 3.85' 5.91' 3.56 7 /.73 5.50' 8.92 12.33 /5.75 l.25' 0.54 0.83 1.12 1.42 24 28 32 35 30"4 -3 2./5 4.95 7./0 8 2.00 6.08 /0.33 14.58' l8.83 /.29 0.66 /.09 b50 26 31 35 40 36- 5'-i 2.25' 6.08' 8.33' 5.56, 9 2.24 6.67 ILT5' 16.83` 21.92 /•33' 0.8! 1.38 1.95 2.5/ 28 34 39 45 4 6`-0" 2.34' 5' 6.56' 10' 2.45' 7.25' 13.25' 19.25' 25.25' l.38' 0.97 1.70 2.45 3.19 30 37 43 50 48" 6'-9" 2.43' 8.33' 10.76' 7.56 1/' 2.65 7.83 14.56' 21.33 28.08 1.42' 1.13 2.04 2.93 4 32 39 47 54 ° 7 -8' 2.52 9.44 11.96 8.56 12 2.83 8.42 16.08 23.75 3/.42 l.46 1.31 2.44 3.58 34 42 51 59 B'-6" 2.62' 10.56 /3./B 9.56 14' 3.00 9.00 0.50 26.OQ 34.50 1.50' l.5/ 2.89 4.28 5.68 36 45 55 64 9'-2" 2.7/ 11. 14.39' 10.56 /5' 3.18 9.58 /8.75' 27.92 .-O-6 l.54' 1.68 3.25 4.84 3B 48 58 68 72, l0'-0" 2.80, l . 3.60 /1.56' 16' 3.30' 10.16' 20.16' 30.16' 40.16' 1.58, 1.89 3.74 5.59 7.45 40 51 62 73 4d Slope 15" 2'-7" 2.27' 4.09' 6.36` 4.03' 8 1.22' 4.fi3 7.2/' 9.79' /2.37 /./9' 0.57 O.B7 1.15 1.44 23 26 29 32 2.36 5.12 5.03 9 l.4/ 4.92 7.75 10.58 /3.42 l.21 0.66 0.99 l.3/ 1.65 25 28 3/ 35 B E 6.42' 0 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. J0.90' O /0.10' Dimensions permitted to allow use of /2' standard pipe lengths. °O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 7.18'° 7/' '° 17 ' 5.50' ' 1 15.75' /.25 0.85 1.30 17 32 4° 2.70' 9.25' //.95 9.03' l3' 2.00 6.08 /0.33' 14.5B /8.83 /.29' ll 1.79 2.39 3/ 36 9/ 4636" g2'-/0' 2.87, 11.31 14.18 11.03 O 15, 2.24 6.67 I1.75' 16.83' 21.92 1.33 1.32 2.21 3.08 3.96 34 40 46 52O " 3.05 1337 16.42 I3.03- l7 2.45 7.25 13.25 19.25 25.25 f.38 1.58 2.76 3.91 38 44 51 5848" 3.22 l5.43' I8.65 /5.03./9 f6-5 7.83 14.58' N.33' 28.08 1.42'3.30 4.73 6.1' 48 56 63 4" 3.39 l7.49' 20.88 R.03 2/' 2.83 8.42 16.08' 23.75 31.42 1.46' 2.14 3.95 5.77klOq.8�4 44 52 61 69 l 5 23.1I 19.03 3.00 9.00 O. 0 26.00 34.50 / 2.45 4.65 6 47 56 75 66, 19'-2" 3.73' 21.62 25.35' 2/.03' 25' 3.18 9.58 /8.75, 27.92 37.08 1.54' 2.88 5.54 8.18 49 59 69 80 72 10' 0" 1 3.91' 1 22.68 26.59 23.03 2T 3.30 10.16 2o.16 30.16 40.16 l.58' 3.I8 6.27 9.36 /2.45 52 63 74 85 C.9 12" (TYP.) %\ /\x SELECT Z%/r / COMMON \ ILL o SELECT COMMON / r m z sod J Sod 1 COMMON w FILL �� / i �� W ,,, I I I I Beveled or Round Corners Beveled Or Round Corners FILL m Z BEDDING ROCK / j//� ° N I I I - - - - - - UNDISTURBED RTH /\ a v PIPE BEDDING F(SEE NOTE (SEE NOTE 8 & UNDISTURBED EARTH NOTES: NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE I MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. io L� - - - 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. 3 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED 3 ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE CITY. REQUIRED AS DIRECTED BY THE CITY. 4• (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. t k " " FOR PIPE DIAMETER 24" AND LARGER. 4. (*): 15 MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24 MAX. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. / i, 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 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 Concrete Slob, 3' or 5'' Thick, Ii DIRECTION OF THE FLOW. s h Sod -"'I- - - 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. Reinforced With WWF 6x6-Wl.4xWL4a 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH CITY. BEDDING DEPTH SHALL BE 4" I, TOP VIEW -SINGLE PIPE ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE MINIMUM FOR PIPE DIAMETER LESS THAN 5's�, � RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH 15 AND 6" "MINIMUM FOR PIPE REQUIREMENT OF RIGHT-OF-WAY DIAMETER 16 AND LARGER. UTILIZATION REGULATIONS AND 9. DEPTH FOR REMOVAL OF UNSUITABLE Gene�aYO�/es sea \ MATERIAL SHALL GOVERN DEPTH OF 3' or 5g' h'oies Nos / & 2 A C ROAD CONSTRUCTION SPECIFICATIONS. - - - BEDDING ROCK BELOW THE PIPE. Deepen Around outside - Edge Of Pipe For 5 f� Slab CITY SHALL DETERMINE IN THE �`� a� 2d B Concrete slab, 3" or 5' Thick, 0 In Sod , FIELD REQUIRED REMOVAL OF Reinforced with WWF 6x6-wl.4xw1,4 UNSUITABLE MATERIAL TO REACH ° SUITABLE FOUNDATION. o Concrete Pipe connector TOP VIEW -MULTIPLE PIPE ZD e5 Saddle ­w * Side Ditch Grade Jat` 2 TYPE B BE AND TRENCHING DETAIL TYPE A BEDDING AND TRENCHING DETAIL 2' Not Less Than D #4 Bar. r': NOTE' See sheet S for details and notes. No Pape Joint Permitted 6" 5' Sod Unless A roved By The Enolneer N. T.S. E *Slope: 4.1 Niter: To f Pipe For Pipes 18" And Smaller. N.T.S. I Paid For As Pipe Culver F !Pipe To Be Included Under Unit Price For Mitered End Section) 2d For Pipes 24" And Larger. 2:1 Miter: To 9 Pipe For Pipes 18' And Smaller. SECTION hl For Pipes 24" And Larger. j SEE MANHOLE CONNECTION DETAILS TROWEL -FINISHED CONCRETE BASE CONCRETE BENCHING S �c, q0F PRECAST TEE MANHOLE ;_ .: • .. SEE NOTE 1 (TYP.) SHEETED TRENCH UNSHEETED TRENCH oQ� slo WALL INFLUENT SEWER „ „ „ " SEE NOTE 1 (TYP.) 5 F` (SEE NOTE 3) * "p" 10 MIN. D 6 EARLY WARNING TAPE UNDISTURBED EARTH 4" METALLIC LOCATING WIRE a = ..:: :a.6 CONCRETE ENCASEMENT ��\\ * MIN, OF VERTICAL PIPE FINISHED GRADE ✓\�/\/�\� \ ��\��\�/�\� vv .: DROP PIPE SIDES CAN \ gg INLET CONNECTION ' (SEE NOTE 1) 2MANHOLE FRAME & COVER 500 PSI j BE FORMED �\ /�\/' 4 AS REQUIRED 900 BEND CONCRETE SHEETING \ % 1 MAX. (SEE STANDARD DETAIL) .' F-'- 2 •;s .•:• .:::: � _ / SET COVERS FLUSH IN . / / PAVED AREAS & AT FRAMES BEDDED IN MORTAR \/ 2500 PSI �\ / CONCRETE ELEVATIIONS SHOWN IN BEDDING ROCK \/ \\\� % / PVC WATER MAIN j UNPAVED AREAS. / PRECAST OR FORCE MAIN / r 2 COURSES OF BRICK (MIN.) STANDARD DROP DETAIL MANHOLE %// : UNDISTURBED \ \ \ \ \ \ 4 COURSES MAX. WALL \.� // /\; %\\i\/\/\/\/\% 1'-6" MIN. W ��////��/% / / / / / \j EARTH 3 -0 MAX. 5" 2'_0" NNON-SHRINK RGROUTSED > INSIDE WALL OUTSIDE WALL FLUSH WITH MANHOLE WALL PVC OR DIP 1 MAX. METALLIC LOCATING WIRE (SEE NOTE 2) CONCRETE ARCH i FULL ENCASEMENT ! EPDXY COAL TAR COATINGS Cn PRE -PRIMED JOINT SURFACES �- PER SPECIFICATIONS 4'-O" 5" MIN. ¢ PRE -PRIMED PRE -MOLDED :::..; '.: •: E; JOINT SURFACES PLASTIC JOINT p SEALER WITH PROTECTIVE PRECAST 00 Ln WRAPPER MANHOLE ° NOTES: j;�j;�;�j;\j;�%;� BENCHING PER SPECIFICATIONS " 1,. D o Q �E REMovE�j WALL SPECIAL DETAIL FOR 24" DIAMETER SHEETED TRENCH UNSHEETED TRENCH SEE NOTE 1 TYP. 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN .. PIPE AND LARGER " �! „ ( ) „ REINFORCEMENT AND JOINT - 6 SQUEEZE -OUT STAINLESS STEEL 10 MIN. D 6 24 , AND 24 MAX. FOR PIPE DIA. 24 AND OVER. I' MIN, COMPLETED PVC OR DETAIL TO BE DESIGNED BY JOINT WITH BAND DIP 2. °D" REFERS TO THE DIAMETER OF THE PIPE. THE ENGINEER AND 8 MIN. SQUEEZE -OUT SHEETING / / �% 3. fi REFERS TO THE THICKNESS OF THE PIPE. "..• STAINLESS STEEL / SIDES CAN 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL APPROVED BY THE 9" 9., =.•. CITY .: ' :"• PIPE CLAMP BE FORMED ENCASEMENT TO BE DETERMINED IN THE FIELD AS NOTES: RESILIENT DIRECTED BY THE CITY. 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE CONNECTOR "DIP/ 4- i// //� 5. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR y BEDDING ROCK 2" MIN. 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. STANDARD PRECAST MANHOLE .'D.: / 2 2500 PSI AND BRACING EXCAVATIONS. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX CAST -IN -PLACE PRECAST MONOLITHIC PIPE CONNECTION \ //\ CONCRETE 3. AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A CONCRETE BASE BASE T„ \/\ MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. NOTES: " �/ \/�---- UNDISTURBED EARTH USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 6 MIN. \\/ TOP OF THE PIPE. j THE INFLUENT SEWER. 4. EARLY WARNING TAPE IS .REQUIRED IN ADDITION TO LOCATING I 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS WIRE AT DIRECTION OF CITY. 3FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. NOTES: . AN OUTSIDE DROP CONNECTION SHALL 1. , SEE SECTION 20.4.3 OF THE BE REQUIRED FOR ALL INFLUENT MANHOLE SHOWN IS FOR SEWER SIZE 8 ,� THRU 24 LINES WHICH HAVE AN INVERT 2' OR CRADLE OR HALF ENCASEMENT MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS MORE ABOVE THE MANHOLE INVERT. j 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CONCRETE ARCH AND ENCASEMENT DETAILS PIPE L OCA TING WIRE DETAIL PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS N. T.S. N. T• S. N. T.S. N. T. S. DATE REVISION j NAME CHECKED j June Engineering Consultants, Inc. JOB NO. 9/16/05 City Comments JAS RAJ WGter & Sewer Details232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 01- 0355 C Certificate of Authorization #00008507 SHEET LGke Ph. 407-905-8180 Fax 407-905-6232 Pralrlle Reserve DRAWN BY: DATE CHECKED BY: DATE SCALE 12 CLK 1111104 RAJ 1111104 1 1 N. T,S OF 16 °o•°°p •°°°•� o.o o. o•O°p•\/\\ °°°o� o.° o•o• .,°o. \\\ // //j/ MIN / DOUBLE METER BOX (18" x 24" MIN.) SET TOP OF VALVE BOX RAISED 1-1 2" LETTERS TO FINISHED GRADE VALVE COLLAR FLUSH WITH OF COVER I SEEUNPAVED DETAIL AREAS CONCRETE COLLAR ( ) FINISHED GRADE I UNPAVED REAS FINISHED GRADE rSEE DETAILS FINISHED GRADE 2" CAP E \ \ 2" GATE VALVE ADJUSTABLE CAST IRON G / SANITARY VALVE BOX A SEE NOTE 2 BUTTERFLY y/\\�T ADJUSTABLE CAST 2" 900 BEN BOX SHALL REST ON P RESILIENT SEAT BEDDING ROCK NOT o.°°O•o°O•p°o.p°O•o°°.°°O.o°O •o•o — °°°.°,°•°°°.°°°.°°°•°°°,°°°•°°°.° 2 NON PENETRATING M. J. GATE VALVEORID N AL \/ o.°°o.o°o•o o.°°o.°°°.° o.°°o.°°o » AND SHALL BE \ o°o•°°°.°°o°°°o o°o o°°°°o °°o•° PICK HOLES o .o°° ° °°o °°o.° o.°°°.°°° 6 WATER CENTERED ON °°°.°°o.o•o.°°°.°•o.°°° °°°.°°o.o OPERATING NUT o. o•o.o°o.o°°.°•o.°•o.o o.°•o.o°o MAN ° o°o �o°o;,°°off°°o �o°o.°°o o°o �,o °a.o °'°oO ,° / I ^^uI .o°o.o°o. / - �`-f -- - PLAN Ig ° \. ° ° .° .,op•op "•00•° p ,°•o o•pD // .. I •o °. o o. o o - to �•/�/ o p•o0 0 . p op o o a .°p o ,o•op °ao oeo oao 0 0 0 .op o ° ° ° °•,0 o p .0. 2 90° BEND 'o•°•o.°•o. o•o.°^ ° •o•°•o•°oo.°oo. j\\\\`oo ° o .°p'o° ° o ,p °°o o .o p'o°° °p o RESTRAINED JOINT MACHINED I °°o•°°o.°°o.°°°;°°°.° °°°.°°o.°°°,°o o . ° o . p• •°p o . ° ° • ° /�/,\i/� 6" BEDDING ROCK °°°.°°°.°•o.°° °o.°•o.o°o•o° MATING°. o.° o•o o•o o. /\/z DUCTILE IRON SURFACES " " /G�\/�v� WATER MAIN r A 6" BEDDING ROCK UNDISTURBED BEDDING ROCK n 24 +/-3/8 1-1/2 MIN. I EARTH S I�----4-3/4" MIN. I NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION, TAPPED CAP NOTES: ELEVATION � 2. ALL WATER SHUT—OFF VALVES SIXTEEN (16) INCHES 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. AND LARGER SHALL BE BUTTERFLY VALVES. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO SEE SECTION 52.3. NOTES: COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE, 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. j BL U WOFF VAL VE DETAIL S TANDARD MANHOLE FRAME AND C 0 VTR Gzw"A TE VAL VE AND BOX DETAIL BUT TERFL Y VAL VE AND BOX DETAIL N. T. S, N. T.S. N. T.S. N. T. S, it I a HYDRANT OPERATING NUT HOSE NOZZLE , 24 x 24 x 6 1_/AS REQ D. I THICK CONC. PAD 24" SQUARE 0 VARIES VARIES 6' THICK LOT LINE w I TYP. EACH VALVE BOX. WYE WITH J ROUND AND 6 THICK PUMPER NOZZLE 6 BRANCH SEWER MAIN 3" DIA. BRONZE DISC REINFORCED CONCRETE FACING STREET SHEAR PAD. SEE `�' SIZE VARIES CLEAN —OUT TAMP AS REQ S NC. PAD A4 BARS ALL 3" DIA. BRONZE NOTE 1 — VALVE COLLAR SET TOP OF VALVE BOX w w 6" 45° o' AROUND DISC ANCHORED IN z TO FINISHED GRADE z WYE WITH SEE SEE NOTE 1 0 C. L4 AT 9 N o BEND (TYP.) 7 CONC. PAD STAMP Z (SEE DETAIL) 6' REINFORCED CONCRETE « ;° 6" BRANCH SEE NOTE 1 SIZE OF VALVE ° AS REQ D. AROUND COLLAR IN UNPAVED AREAS ° WYE WITH TYPE OF VALVE d FINISHED GRADE CLEAN —OUT REMOVABLE 6 45 +° •�''�•'•• • SEE NOTE 1 PLUG BEND 6" BRANCH �/ /� ":� • :. �/ SERVICE wV COMPACTED / \ . /. �; / w LOT DIRECTION & N0. BACKFILL w L LINE OF TURNS TO 4 VARIES M J HYDRANT w a ° Q ANCHORING TEE DOUBLE OPEN SEE NOTE 2 A _ ADJUSTABLE CAST IRON WYE I VALVE BOX N " VALVE BOX AND COVER �. SEE NOTE 1 PLAN (TYP.) / •o BOX SHALL REST ON 2500 P.S.I. °' °" °' ° °' FINISHED GRADE 12" :o;o:o;opa;o:g;o=o.o::° BEDDING ROCK NOT CONCRETE MIN. — ANCHORS M.J. PLUG VALVE ON VALVE OR PIPE / e r e / . / � r �?. AND SHALL BE SLOPE TO WASTEWATER CENTERED ON ::. DEPTIH AT " 6" BEDDING ROCK FORCE MAIN OPERATING NUT 1.0% MIN. UNIMPROVED CONDITION RESILIENT SEAT GATE o (nP•) TOP FLUSH WITH VALVE AND BOX °°,°° °°° FINISHED GRADE STANDARD INSTALLATION (SEE DETAIL) O°o. o•o.°°o•o 9» ASPHALT SURFACE o.°•o.°•o.°•o.° ROTATE — ° ° ° ° TERMINAL DEPTH 30° (TYP.) --SPRING LINE ,00 o•o o. oao°avo°000°o•o°o•o °°°•° AS REQUIRED FOR SSE NOTE 3 I.° o.o o.o o.°., o.o °.°•oso o.°'°. SEWER MAIN ,•°.o•o.°•o.°°o•°•o °°°•°•o•° o.°°o.°•o. "HOUSE" SERVICE .o•o.°°o•o°o•°°°.° o.°oo,°°o,,00,°°o,°° , ,•o.o•o•o•o.o•o.o°o °°o.a°o.°°o.°•o•o°o. (3 MIN.)(TYP.) :, NOTES: 1.THE DEVELOPER MAY >•„°° °•o.o•o.°°°.° °•°°o.°•o.o•o.°°°.°° SINGLE DOUBLE --BASE INSTALL THE SHEAR PAD 6„ BEDDING ROCK LATERAL LATERAL' RECESSED UP TO 4" i BELOW FINISHED GRADE PROFILE 4" x 4" x 18" LONG •°°°• AND SOD THE RECESSED (MIN.) PRECAST POST >y,;o°° ° °°o•° °.° o ° ° ° SECTION. •o•O•o°O.o°O• VALVE BOX .� °° o.°"o.o 0 2.CLEARANCE BETWEEN AND COVER WITH 3 DIAMETER , o • °'° • ° "° • ° "° c BOTTOM OF BOLTS AND NOTES: F TYP,) BRONZE DISC SET IN '°�°°°` ( °'° °°° °"°•° TOP OF SHEAR PAD 1. CLEAN —OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER GROUT AS SHOWN ° . o . o o o. , . 0 • ° » IMPROVED CONDTITION ABOVE. SHALL BE 6 MINIMUM. IN ACCORDANCE WITH STANDARD PLUMBING CODE. ! • ° °° • °'° • o °° • ° °° •0°0•o•O o•o •o •o•o•o•°°o•o°o•o' NOTES: 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, NOTES: °o.°•o.°°o.°°o.°•o.°•o.°•o,° 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 25' MAXIMUM. 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES, COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. BELOW SPRING LINE. 2. VALVE COLLAR DIMENSIONS MAY BE REDUBRONZE IDENTIFICATIONDISCWHEN THESECTION A -A IS NOT REQUIRED. PLUG VAL VE AND BOX DETAIL SER VICE LA TERAL DETAIL VALVE COLLAR DETAIL FIRE HYDRANT A SSEMBL Y DETAIL N. T.S. N. T.S. N. T.S. N. T.S. DATE REVISION NAME CHECKED j June Engineering Consultants, Inc. JOB NO. 9/16/05 City Comments AS RAJ WGter & Se wer DetG#S I 01- 03 .L� 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 `'J5 C Certificate of Authorization #00008507 SHEET Q /� LGke Reserve Ph. 407-905-8180 Fax 407-905-6232 / rarie DRAWN BY: DATE CHECKED B.Y: DATE SCALE I j CLK 1111104 RA✓ 1111104 N. T.S. OF 16 ° \6 4' x 4' PRECAST CORPORATION CURB STOP CORPORATION U-BRANCH STOP (1" MIN.) (SEE NOTE 3) STOP (1" MIN.) FITTING FINISHED CONCRETE VAULT CAST IRON FRAME (1" x �/4" GRADE /-AND COVER WITH WOOD PAINTED x 3/4" 36' SQ. ACCESS LID. BLUE & WITH CURB STOP 4" 17-1/4° / GROUT z LOT NUMBERS z 2 EA. '¢ BACKFLOW PREVENTER r y — GRADE IN ACCORDANCE WITH PLANS APPROVED BY j GATE VALVE THE COUNTY PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER POLYETHYLENE POLYETHYLENE TEST COCK (TYP,) GATE VALVE ` 5" WALLS (MIN.) THREADEDWP UG TUBING (1" MIN.) TUBING (1" MIN.) - THREADED VALVE GATE VALVE I THREADED NION PIPE PLUG (TYP.) CUT OUT FOR FORCE SINGLE METER BOX DOUBLE METER BOX THREADED 2 REQUIRED) NIPPLE (TYP.) (2 REQUIRED) 2" NIPPLE MAIN OR WATER MAIN AND WATER METER AND WATER METER NIPPLE (TYP.)EE NOTE 2 2" GATE _ AS REQUIRED (BY CITY) (BY CITY) 90' BEND 90° BEND t6 FEET (2 REQUIRED) (2 REQUIRED) ' VALVE SEE NOTE 2 SINGLE SERVICE DOUBLE SERVICE 2" NIPPLE SERVICE SADDLE ° • ° , ° o .. PER SPECIFICATION CORPORATION STOP SUPPORT (3" `� °° • ° ° • ° "°& FITTING z AND LARGER) FINAL GRADE PIIPENFORAND SECTION 50.5.4 (NORMALLY OPEN) (2 REQUIRED) \ \WEA.R.V. SHALL . o' o. e ° o N o " AWWA TYPE FINAL GRADE BE BRASS °"o.°"o "°•o"o•°�� °"o•°�°,° ;° o.o — .••: • • : n = �, i 18" DIAMETER" BY �,° ° . ' ° —1 CC THREADS OR 18 x 18 x 6 °"°.°°°.°"°.,°°;° .°°2.°°°.°°°. °°.°•° ° °°°.°°°.°°°.° °.°° •°°°.°°,,°°°,°° ,°° TO METER BOX ASSEMBLY 11=1 I �I I I I I I=1 1=1 I I•=11 I- I —11 I� 1 m I i I I —I. I —I I I I J 1=1I CONCRETE COLLAR I � °� � � � � � � � � • 6„ � SADDLE POLYETHYLENE CI I I —I i �1 I TO 11 ... I E! I I I a I I —I I �I 11=1I �J J j11�N WITH #4tAR A4Lku-JSERVICE BEDDING ROCK TUBING 18° WIDE BY 6" THICK AROUND REQ D.) PAD UNDER ENTIRE $" x 16" REINFORCED 30 — 45 DEC, FROM ASSEMBLY WITH 14 BAR To WET SEASON WATER TABLE MAN IF ON CENTER EACH WAY SERVICE CONCRETE FOOTING. NOTES: NOTES: WATER MAIN NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE VACUUM" COMBINATION AIR t. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 1. ABOVE DETAIL IS BASED ON 2 / THREADED SCHEDULE 40 GALVANIZED STEEL. RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY NOTES: FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE 2. UNIONS WILL BE REQUIRED FOR 2' DIAMETER AND SMALLER ASSEMBLIES ONLY. DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT PRIOR TO INSTALLATION. TYPE CONNECTIONS. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. GRADE SHALL BE 4.0 FEET. 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. 4. ALL SERVICE LINES AND FITTINGS SHALL BE POLYETHYLENE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C800 AND AWWA C901. DOUBLE DETECTOR CHECK VAL VE ASSEMBLY REDUCED PRESSURE BA CKFL O W PREVENTER AIR OR COMBINA TION AIR/VA CUUM RELEASE VA VE WA TER SER VICE CONNEC TION DETAIL S N, T.S. N. T.S. N. T.S. N. T.S. THICK CO,NC PAD DOUBLE SINGLE TYP. EACH VALVE BOX. LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) FINISHED GRADE 3" DIA• BRONZE DISC � ��/�� ��� / /� ��/ ANCHORED IN �ONC. PAD #4 BARS ALL PROPERTY �i� �S*���a �i TAMP AS R Q D AROUND 3" DIAL BRONZE LINE (TYP.) -- CONCRETE BLOCK / _ 36" MIN. SEE NOTE 1� DISC ANCHORED IN OR BRICK AND '/� ��COVER � CONC. PAD STAMP MORTAR WALL (SEE NOTE 4) SIZE OF VALVE AS REQ D. FILLING AT --- TYPE OF VALVE .~ • ' ''i r BOTH ENDS '�—VENT HOLE 1" STAINLESS STEEL BANDING SERVICE "dVOTM RESTRAINED STRAP TWO L 20 JOINT DUCTILE — PER SE OF DIRECTION & NO. 4" N WATER MAIN IRON PIPE SKIDS MINIMUM) OF TURNS TO ' OPEN w R I / 6" MINIMUM VALVE BOX •. .. F `� I AND COVER 4'. ; A.• �••. . N C..- .} i 6" MIN. TREATED WOOD 1 (TYP.) '. . , ... � �� SKIDS AT 10 2500 P.S.I. -T- MAXIMUM SP CING CONCRETE MIN. 1 " ANCHORS STEEL CASING PIPE (SEE NOTE 2� - UNIMPROVED CONDITION MAIN (MIN.) 6" FIRE DUCTILE IRON PIPE 4" WATER REDUCER I TOP FLUSH WITH HYDRANT TYP. 24" White Thermoplastic p . • , 5' Sidewalk FINISHED GRADE FITTINGS AS 3 " REQUIRED (TYP.) ASSEMBLY 9 ASPHALT SURFACE (SEE NOTE 1 Stop Bar :•, I 4" x 4" x 4'-6" 1" STAINLESS ' LONG TREATED WOOD STEEL BANDING RIGHT OF WAY LINE SKIDS (SEE NOTE 3) STRAP Right -of -Way ° BASE CURB WATER MAIN 30" Hi Intensity 2' (TYP.) 4" Double Yellow Stop Sign 1. WHEN CONSTRUCTION IS WITHIN FOOT JURISDICTION, ADDITIONAL I — 4" x 4" x 18" LONG Thermoplastic (MIN.) PRECAST POST SIDEWALK TYP. REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. VALVE BOX „ (TYP.) WITH 3 DIAMETER I� AND COVER -- RIGHT OF WAY LINE 2. CASING SPACERS, AS SPECIFIED IN SECTION 33.4.4. OF THE MANUAL, (NP) BRONZE DISC SET IN GROUT AS SHOWN MAY BE REQUIRED BY THE CITY OR MAY BE SUBSTITUTED IN LIEU OF €i IMPROVED CONDTITION ABOVE. WOOD SKIDS AND BANDING STRAP. NOTES: NOTES: 3. LARGER SKIDS SHALL BE REQUIRED FOR PIPE GREATER THAN 24" DIAMETER. �� 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16 AND 1, ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY ! LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES, CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 4. WHERE PRACTICAL, CASING SHALL EXTEND 10 BEYOND EDGE OF PAVEMENT I AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE 2. VALVE COLLAR DIMENSIONS MAY BE THE CITY MAY REQUIRE LONGER CASINGS FOR DEEPER BORES. I REDUCED TO 18" x 18" x 6" WHEN ;1 THE BRONZE IDENTIFICATION DISC " IS NOT REQUIRED. SIDEWALK i STOP LOCH TION DETAIL BORING AND JACKING DETAIL VALVE COLLAR DETAIL WA TER SER VICE L OCA TION DETAIL N. T.S. N. T S N. T.S. N. T, S. DATE REVISION NAME CHECKED June Engineering COnSUItQntS, InC. JOB N0. WGter9/16/05 City Comments JAS RAJ & Se wer DetG#S ll� .La 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 O� 0355 10/5/05 DRC Comments JAS RAJ Certificate of Authorization 00008507 SHEET Ph. 407-905-8180 Fax 407-905— pr/rie Lake Reserve 6232 DRAWN BY: DATE CHECKED BY: DATE SCALE 14 CLK 1111104 RAJ 1111104 N. T S. OF 16 6' Black Vinyl Coated Chain Link Fence, with Posts and Rails Painted Black 4" of Bedding Rock With 30' Polyethylene Film Liner Lot Line Under Rock _ Control Panel y (See Detail) 1 " Woter Main 4" PVC Force Main Woter Meter Lift Station Tract -- ` / Reduced Pressure Backflow Preventer (See Detail) I 8" x 1" Reducer or Co re10' Access Asphalt � 8" Gate Valve or Concrete Access Drive �" i O Entrance Manhole PUMP STATION SITE PLAN ALUMINUM ACCESS 4" D.I. VENT PRECAST EMERGENCY PUMP OUT CONNECTION HATCH W/LOCKSET WNENT CAP CONC. TOP FEMALE QUICK CONNECT AND CHAIN -LOCK CAP. AND RECESSED AND S.S. SCREEN PLUG VALVE GREATER POSITIONIROTATION PER COUNTY HANDLE THAN 4" WHEEL REPRESENTATIVE OPERATED ALUMINUM ACCESS POWER WALL SLEEVE & HATCH W/ LOCKSET FLANGED RISER CABLE COMPRESSION AND RECESSED HANDLE I B )ION VALVE BOX & COVER 30" X 30" CONC. $Q PROTECTIVE CHECK VALVE STAINLESS STEEL COLLAR W THICK LINER W/LEVER & SSUR PRE IRE GUAGE WEIGHT i ELEV. TAKFINISHED GRADE ELEV U It PET COCK VALVE i # 2-' DIA. SCH. 40 "• TYPE 316 .8. SLIDE RAt- HEAVY DUTY a TYPE 316S.S. f it - LIFTING CHAIN tr :: + r' , •,. t +, p , PLUG VALVE MJ TEE (SEE NOTE 1) '. DUCTILE IRON PIPE _ SHOWN {RESTRAINED JOINT) ROTATED 90° p KO -N-SEAL BOOT ( FOR CLARITY S.S. PIPE SUPPORTS W HIGH LEVEL ALARM ELEV. V SPOOL PIECE D.I.P. P.V.C. ELEV. X U LAG PUMP ON ELEV. 3" SCH 10 PVC LIQUID LEVEL p FLOOR DRAIN CONTROLS (.SLOPE 1 WIP-TERT C -•: LEAD PUMP ON ELEV. X OUT PIPE I •' 112 " PER FOOT I _6. <` Y BOTH PUMPS OFF LEV.YAK GROUT O BASE ELBOW { 41,FLEV. Z z 1. NOTE. EACH PUMP SHALL B FITTED WITH 6 FEET (6'4") OF TYPE 316 SS, 3/4" CHAIN ATTACHED TO THE LIFTING MECHANISM AND AIR CRAFT GRAVEL RATED 1/4" S.S. CABLE PROVIDED BETWEEN THE CABLE HOLDER # 6 -12 O.C. E.W. IN. AND THE CHAIN. 1 2. WALL PENETRATION PHALL BE WITH WALL SLEEVE COMPATIBLE UNDISTURBED SOIL OR MIN. 3/4 DIA X 11" STAINLESS W/ LINER AND RESILI NT SEAL BOOT FOR GRAVITY OR MODULAR SELECTED COMMON FILL STEEL ANCHOR BOLTS TO SEAL FOR FORCE W NS. COMPACTED TO 98% EXTEND 7" INTO BASE. MAX. DENSITY PER AASHO T-180 PUMP S TA TION SEA N. T.S. METAL ACCESS COVER GROUND S.S. CLAMP, BOLT TO COVER 1/8"THICKX 1" WIDE MULTI -STRAND TINNED TO GROUND COPPER BRAID GRID/COUNTERPOISE (LENGTH AS REQUIRED) GROUND CLAMP, BOLT TO FRAME 3/4" PVC CONDUIT NO.4 AWG TINNED V-V' LONG COPPER GROUNDING (SEE NOTE 2} CONDUCTOR NOTES: 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL. 2. INSTALL GROUND WIRE $O THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS. 7ON COVER AND DOOR GROUNDING DETAIL N. T. S WALL SLEEVE 3, MX AND COMPRESSION SEAL (TYP.) H $ PRECAST CONC. � ,1 OUTLINE ( ACCESS OPENING - CABLE HIOLDER- GROUND TEST ENCLOSURE R\ ONE TYPICAL PER STATION---/ 0 GATE POST N/ I PUMP 1 PUMP 2 GATE PIPE I I I ABLE HOLDER BRAID CLAMP ELEC. PANEL RACK AND cnP) I CONTROL PANEL I 118" THICKX 1" WIDE X 12" LONG MULTISTRAND TINNED - G - 4, a. I COPPER BRAID I a I I ( BOND #4 STRANDE I I TINNED COPPER TO I ACCESS COVER AND 2/0 STRANDED 'FRAME TINNED COPPER TO FENCE FENCE RAIL POST TO FENCE VALVE VAULT I (NOTE #2j ,l GROUNDING CLAMP FINISHED GRADE TOND #4 STRANDED I TINNED COPPER TO ACCESFRAMES COVER AND I I•� NO.2/0 TINNED blL I I COPPER GROUNDING TO PUMP STATION COUNTERPOISE - G COUNTERPOISE 210 CONDUCTOR PERIMETER STRANDED TINNED GROUND LOOP COPPER MIN. 30" NOTES: BELOW GRADE 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY. 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE PVC COATED, BLOCK, OR WOOD FENCE IS INSTALLED. 3. PROVIDE EXOTHERMIC WELDS UNLESS NOTED OTHERWISE. FENCE POST GROUNDING PUMP S TA TION GROUNDING DETAIL. N. T.S. N. T.S. VALVE VAULT PVC__, -L AND VALVE FOR PRESSURE GUAGE I all L _� EMERGENCY PUMP OUT PLUG VALVE CONNECTION W/LEVER OPERATOR SPOOL PIECE 3" PVC FLOOR DRAIN RESTRAINED I MJ (TYP.) PUMP S TA TION PL 4 N N. T. S I BROi) KS PRODUCTS 10" �1 T' SERIES 36 CONCRETE PUL BOX, OR EQUAL �1 3" HIGH LETTERS CAST IN COVER GROUND TEST WELL LIFTING HOLE RECESSED HOLD DOWN m'P) "CAST IRON COVER DRILL & TAP ) F-FINISGRADE D /�%; N0.4 AWG TINN�IS COPPER GROUNDING fi CONDUCTOR, PROVIDE 36" SLACK s MECHANICAL CONNECTION NO.2/0 AWG TINNED COPPER GROUNDING CONDUCTORTO COUNTERPOISE �ii�� v 1L, � �211 -AGROUND ROD 4 I GROUND TES T W,ELL N. T.S. DATE REVISION NAME CHECKED 10/5/05 DRC Comments JAS RAJ PUMPS SHALL BE; MANUFACTURER: _N FLYGT MODEL: C3102 IMp: _ 433 MM, SPEED: 1750 __ RPM, DISCHARGE SIZE: 4 ___ IN,, VOLTAGE,' 230 460 HZ., M� PHASE.' _ 3 H.P„ _ 5__ MIN, SOLID SIZE- 3 IN.; CURVE.' J102 , OPERA T/NG COND17/ONS SHALL BE 200 GPM . A T 31.2 _ :FEET TOH. CHAIN LINK FENCE LIMITS OF SITE TO BE ON 6" CONCRETE DEDICATED TO CITY OF 4" OF BEDDING ROCK WITH CURB ALL AROUND OCOEE POLYETHYLENE FILM LINER Jo -0" , - UNDER ROCK LIMITS OF .. .. .._..�..._.._.. .._. UTILITY EASEMENT ----------------------------------------------------------- WET I WELL PUMP I CONTROL OUT j PANEL - - i I _ VALVE ♦ VAULT ' GENERAL NOTES: 1. ALL NON STAINLESS STEEL OR ALUMINUM EXPOSED METAL OUTSIDE THE WET WELL SHALL BE PRIMED AND COATED WITH TWO COATS OF EXTERIOR PAINT. 2. THE INSIDE AND THE OUTSIDE OF THE VALVE VAULT SHALL BE PAINTED. 3. THE WET WELL EXTERIOR SHALL BE PAINTED AND THE INTERIOR SHALL BE LINED. THE FILLET AND THE BOTTOM OF THE WET WELL SHALL BE COATED WITH 100% SOLIDS EPDXY COMPOUND THAT WHEN APPLIED SHALL RETAIN A MIMNIMUM THICKNESS OF 125 MILS. 4. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED BOOT. 5. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND SEAL. 6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL. 7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE WITH LOCK BRACKET. 8. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL. 9. SUBMERGENCE REQUIREMENTS SHALL BE MET AS MINIMUM. 10. ALL CONNECTIONS IN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ♦ o ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE ( 6" iH/CK I 1 EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. CON0 E I I D NWWRY 11. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON 1" WATER I I THE LEFT SIDE OF VALVE) MAIN I ; lr- 16' WIDE RPZ 8'-0" PANELS SWING GATE ` I R/UV - _ _ L - - -------------------- ------- WATER METER FORCE MAIN 5' ANON, - - - GRAVITY SEWER ----MANHOLE ♦ THIS DIMENSION SHALL BE AT LEAST EQUAL TO THE DEPTH OF THE WET WELL. W -� NOTE: 1. MINIMUM 20'-0" ACCESS DRIVEWAY FROM EDGE OF PAVEMENT TO THE GATE SHALL BE PROVIDED ON NON-RESIDENTIAL ROADS. 2. ENGINEER SHALL PROVIDE A SCALED (1" = 20- MIN.) SITE SPECIFIC DETAIL. 3. WASHDOVVN WATER SOURCE CAN BE RECLAIMED WATER ON A CASE BY CASE BASIS. T YPICA L PUMP S TA TION SI TE PLAN DESCRIPTION SYMBOLS DIMENSIONS ELEVATIONS THICKNESS OF WALL DIMENSION A DIAMETER OF WET WELL DIMENSION B 6 FT. WIDTH OF BOTTOM FILLET DIMENSION C CIL TO CIL OF PUMPS DIMENSION D LENGTH OF PUMP ACCESS DIMENSION E WIDTH OF PUMP ACCESS DIMENSION F BASE ELBOW TO EDGE OF PIT DIMENSION G VALVE BOX HATCH OPENING DIMENSION H 6 FT. Min. VALVE BOX HATCH OPENING DIMENSION I TOP OF WELL ELEVATION T 4 FT. 8 IN. Min. 93.50 FINISH GRADE ELEVATION U 93.25 HIGH LEVEL ALARM ELEVATION V 87.00 LAG PUMP ON ELEVATION W 86.50 LEAD PUMP ON (INVERT OF GRAVITY PIPE) ELEVATION X 86.00 PUMPS OFF (TOP OF PUMP VOLUTE) ELEVATION Y 82.00 FLOOR OF WET WELL ELEVATION Z 80.50 IV. 1'3 NOTE: * THESE DIMENSIONS SHALL BE SET AS PER PUMP MANUFACTURERS REQUIREMENTS Standard Details June Engineering Consultants, Inc. - No. E I .C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 �� 0.355 Wastewater Pump StGtion Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 Exhibit IV DRAWN BY: DATE CHECKED BY: DATE SCALE 15 CLK 2120101 RAJ 2120101 As Noted OF 16 b(p� CC.,�I►v.II-Il�llz- IV. 1'3 NOTE: * THESE DIMENSIONS SHALL BE SET AS PER PUMP MANUFACTURERS REQUIREMENTS Standard Details June Engineering Consultants, Inc. - No. E I .C232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 �� 0.355 Wastewater Pump StGtion Certificate of Authorization #00008507 SHEET Ph. 407-905-8180 Fax 407-905-6232 Exhibit IV DRAWN BY: DATE CHECKED BY: DATE SCALE 15 CLK 2120101 RAJ 2120101 As Noted OF 16 b(p� CC.,�I►v.II-Il�llz- 0 POWER 6' x 6' REINF❑RCED DISCONNECT MOUNTING BRACKET CONCRETE POST METER BASE ALARM LIGHT WITH BY—PASS —� 1-1/2" MIN.FIBERGLAS CONTROL MOUNTING BRACKET 0 PANEL O O O = O O TS G H DRB MCB ECB ENCASED IN -- EL CONCRETE SEAL OFF MOTOR CONDUCTOR HOSE BIB CONDUIT 2" SCH. 80 M PVC (SEE NOTE 2) N 2" SCH L 8CON0 PVCIT t N ♦. POCKET N INCOMING POWER SWEEP ELBOWS o DOOR STOP 72 OHM MAX. PROUND RODS WITH LOCK EACH) (10 APART) an I D7 I R1 IRMU:;L'I 0000 0 1.1�a polo E IY :1 nR1 rasa • • laln Li9 [«N:1 19a1 ■ 0 19:3J ■ ■ O O r11P„fil r.-mrs� ,. 4C9:3 MCT PA PA PA 48D/120 0 __ INTERLOCK GENERATOR C= CF 3 to o 0 — RECEPTACLE cr PM FF2 rO] ALARM HORN 4 CCB MB 1 Me 2 R3 PAD ❑ LOCK 0 1 F1 BRACKET DOOR MS 1 MS 2 LATCH PM FOR DEAD o FRONT. I 1 LI! L U MOUNTING DL 1 La 2 BRACKETS NOTES: f RTS 1. DRAWING IS SHOWN FOR 230 VOLT POWER SUPPLY. THE LOCATION OF NOTES: �� 0 TTs c METER AND MAIN POWER DISCONNECT SHALL BE REVERSED FOR 480 VOLT SUPPLY. 1. OUTER BOX SIZE SHALL BE A MINIMUM OF 2"W X 36"H X 10"D OR AS O �� O 2. WHEN TWO (2) SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT APPROVED BY THE CITY. SHALL BE INCREASED TO 3". 2. FOR STATIONS WITH PUMPS RATED 20 HP OR I GREATER, OUTER BOX SIZE 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE SHALL BE 30"W X 42"H X 10"D AND SHALL (AVE 2 LATCHES ON THE NOTES: AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. MAIN CIRCUIT TRANSFORMER REQUIRED FOR 480 VOLT DEAD FRONT. 1. 4. HOSE BIB SHALL HAVE A REDUCED PRESSURE ZONE BACK FLOW PREVENTER 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER SUPPLY ONLY, THAN 47 HP AND SUBMITTED TO THE CITY FOR APPROVAL. I rt 3 PUMP S TA TON CONTROL DUPLEX CONTROL PANEL DETAIL °� DUPLEX CONTROL PANEL PANEL lNS TALLA T/ON ENCLOSURE DEAD FRONT LA POUT N. T.S. N. T.S. ENCLOSURE SUBPANEL LAYOUT N. T. S i 0 i 3 PHASE �III� 9 GALV. CLIPS MCB MB 1 MS i 1 PUMP 1 —O MAX. 10'-0" TO a w SPACING CENTER MAX EC MB M 2 2 PUMP 2 H GR F1 F3 MCT PM F4 48W II 120V 50I VA PM CCB DRB D 1111- RE A1- 8 1 D H A MS 1 OL i US 1 6 3 TEST RE R3 2CPAA 7 H A ETM 6 8 511 MS 2 OL 2 TTS s Lsw °iTctHAr, R4 FL 1 a- 2 6 PM 8 RS 3 AH 1 2 4 1 R5 R5 2 7 s 8 120 V F2 75 VA CCT 24 V PL4 RTS FR 4 RTS R4 7 8 R3 PL3 2 7 RTS FR 3 RTS - 3 1 R3 5 6 RI 2 7 4 R2 1 PL2 3 1 RTS FR 2 RTS R1 R2 3 4 R1 1 3 PL1 2 7 i RTS FR 1 RTS 6 8 R1 i 1 2 2 7 ABBREV. ITEM DESCRIPTION AH ALARM HORN AL ALARM LIGHT ASB ALTERNATOR TEST SWITCH li CCB CONTROL CIRCUIT BREAKER CCT CONTROL CIRCUIT TRANSFORMER DR DUPLEX RECEPTACLE G.F.I. DRB I DUPLEX RECEPTACLE BREAKER 11 ECB I EMERGENCY CIRCUIT BREAKER II ETM ELAPSE TIME METER I� F FUSE I� FL FLASHER FR FLOAT REGULATOR G GROUND GR I GENERATOR RECEPTACLE I) HOA HAND —OFF —AUTO —SELECTOR II HSS HORN SILENCE SWITCH €� LA LIGHTNING ARRESTER MB MOTOR BREAKER f� MCB MAIN CIRCUIT BREAKER l� MCT MAIN CIRCUIT TRANSFORMER l) MT MOISTURE AND TEMPERATURE FAILURE LIGHT MS MOTOR STARTER N I NEUTRAL OL I OVERLOAD HEATER PA I POWER AVAILABLE LIGHT 3 REQUIRED 1 EACH PHASE PAA 7 PUMP AUTOMATIC ALTERNATOR PL PILOT LIGHT PM PHASE MONITOR R RELAY RE RESISTOR RL RUN INDICATOR RTS REGULATOR TERMINAL STRIP TS TERMINAL STRIP TTS THERMAL TERMINAL STRIP AD AUTO DIALER BAR OP RAIL POST CAP —jtF POST CORNER —ARS RETSTRETCHER TIE WIRES o�2" ABRIC 3/8" ROUND TRUSS BARS LINE POST (SEE NOTE 1) ' TURNBUCKLE TENSION WIRE GRADE 2500 PSI CONCRETE t FENCE DETAIL GATE POST GATE CORNER TRUUSSADJRODS GATE FRAME r GATE POST FABRIC --} CENTER STOP 12° " x 12" x 12" 12 —� 6" CO RETE1 6" DOUBLE SWING GATE DETAIL NOTES: 1 TRUSS NOTE: S ARE REQUIRED FOR EACH GATE SECTION AND THE NOTES: FIRST SPAN ON EACH SIDE OF 1. MAIN CIRCUIT TRANSFORMER REQUIRED A CORNER POST ONLY. FOR 480 VOLT SUPPLY ONLY. 2. CHAIN LINK FENCE WILL BE BLACK VINYL COATED, WITH POSTS AND RAILS PAINTED BLACK. DUPLEX CONTROL SCHEMATIC PUMP STATION CONTROL PANEL LEGEND N. T.S. N. T.S. CHAIN LINK FENCE DETAIL �� I' N. T.S. I, 0 DATE REVISION NAME CHECKED 10/5/05 DRC Comments JAS RAJ Standard Details I June Engineering Consultants, Inc. JOB NO. 232 S. Dillard Street, Suite 201 Winter Garden, FL. 34787 01-0355 WGstewater Pump5tGtion � . Certificate of Authorization #00008507 SHEET Exhibit V Ph. 407-905-8180 Fax 407-905-6232 DRAWN BY: DATE CHECKED BY: DATE SCALE 6 CLK 9/16/05 RA 9116105 As Noted OF 16 ® s � L ® n— s . s �. . s ee - -- - - -- _. _ Footer for S-6" column = 5'-0" width max. 0 Understory trees Live oak 50' o.c. 0;10" h,o_rm SOUTH �SiDENTIAL 5l�rr-ER ELEVATION SCALE: 1/4" = 1'- m" woni fniirfh fanrrari carrfinn shnll ha Livie soak. SO' in_G_ Norwegian brick soldier Norwegian brick (see elevation) Note: Use 9 gauge truss type joint reinforcing every 4th course. r for horizontal reinforcing. grout cells with # 4 bars vertical 24" o.c. 12" x 24" concrete footing with two # 5 bars, 12" oc continuous Sign Wall Section SCALE: 1/4" = P- 0" oter for sign wall = 2'-0" width max. $ Lighting Fixtures by Sesco Inc. (407) 629-6213 or equal Sign wall uplights (2 total): Orgotech Omegalux Model No. 12-232T8-1—G—A—W—U I— — — — — — —I grout corner cells with #4 bars vertical ---------------- ....... ....... .............. .............................................. ...... '..... cmu ............_ _...................... "' 8" x 16" I brick veneer — — — — — — — — — — 0 :: E] 1 , (see elevation) SCALE: 1/4" = P- m" Sign Wall 'and Lighting Flan I eter Fence by Ameristar Inc. (1-888-333 p1�3422) or equal nce components to be painted black as per manufacturers specifications) 6' ht. 3—rail metal fe71-----t ( �+ t c AVE.I I i (typical) smb soldier Concrete fence post ROI� S 12ROVN i D E R AY5UFFE R ELEVATION (typical) smb rolock Footer 18" x 18" wide (typical) norwegian brick PLANT LIST «��,NT i L LIST DOES OTPINCLUDEWDWELLING UNITELM DCRAf=E MYRTLE ARE SHR 85 AND GROUNDCOVERSUOUS) SYM QTY LABEL COMMON NAME (BOTANICAL NAME) SPECIFICATIONS (plants must meet or exceed all specifications regardless of container size SHADE 106 QV LIVE OAK (QUERCUS VIRGINIANA) TREES: GAL MIN 12' HT 3" 3 1 2" DBH MIN 5' CT to _ _ ._ . I . . -. lb.0 st max. sign tace �1 sign race at entrance) mug., v�i � nni LANDSCAPE GODS izEQUfREMENTS PER 11 AR RED MAPLE (ACER RUBRUM) 65 GAL. MIN., 12' HT., 3"— 3-1/2" DBH MIN., 5' CT. 30 UA WINGED ELM (ULMUS ALATA) 65 GAL. MIN., 12' HT., 3"— 3-1/2" DBH MIN., 5' CT. 28 MG S. MAGNOLIA (MAGNOLIA GRANDFLORA) 65 GAL. MIN., 12' HT., 3"—` 3-1/2" DBH MIN., 5' CT. UNDERSTORY • 63 SP CABBAGE PALM (SABAL PALMETTO) TREES: 8 CT HT. MIN., 5 FULL FRONDS MIN. 47 MC WAX MYRTLE (MYRICA CERIFERA) B&B, 6'-8' HT., 6' SPR., 3 TO 4 TRUNKS ® 1" DBH, 4' CT. 47 LI CRAPE MYRTLE (LAGERSTROEMIA INDICA 'WATERMELON RED') 30 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS @ 1" DBH, 4' CT. 131 LJ TREE —FORM LIGUSTRUM (LIGUSTRUM JAPONICUM) 65 GAL. MIN., 8'-10' HT., 6' SPR., 3 TO 4 TRUNKS ® 1" DBH, 4' CT. 0 3 PD DATE PALM (PHOENIX DACTYLIFERA) 10' CT. HT. TO BOTTOM OF NUT, SPECIMEN SHRUBS: 436 VO SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 7 GAL. MIN., 36" HT., 30" SPR., FULL, 3' OC ® 651 V02 SWEET VIBURNUM (VIBURNUM ODORATISSIMUM) 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC 64 LV GLOSSY PRIVET (LIGUSTRUM JAPONICUM 'VARIEGATUM') 3 GAL. MIN., 24" HT., 18" SPR., FULL, 3' OC G000m 43 RA DWARF INDIAN HAWTHORN (RAPHIOLEPIS INDICA 'ALBA') 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC OWWO 78 PC PLUMBAGO (PLUMBAGO AURICULATA) 3 GAL. MN., 12" HT./SPR., FULL PLANT, 30" OC 000000 99 PV VARIEGATED PITTOSPORUM (PITTOSPORUM TOBIRA VARIEGATA) 3 GAL. MIN., 12" HT./SPR., FULL PLANT, 30" OC 300 AN ANNUALS 6" POT, 12" OC, TO BE SELECTED FOR TIME OF PLANTING SOD: ST. AUGUSTINE FLORATAM (STENOTAPHRUM SECUNDATUM 'FLORATAM') BAHIA SOD: ARGENTINE BAHIA (PASPALUM NOTATUM) SEE PLANS FOR LOCATIONS No.I Date I Revision Description tic� 3" min. to - column footer SMB column cap ,grout corner cells with #4 bars vertical brick veneer (see elevation) 3" min. — — — column footer a� c I� 8" x 16" cmu E 6" min. fill over footing v " a�.12 II 2--8'- 12 "x 60" max. width concrete column footer w/four # 5 bars, 12" oc both ways 5 i gn Wall Column Section SCALE: 1/4" = 1' 0" 5MB column cap —grout cells with 2— #4 bars vertical 6" minimum fill overil footing 3" min. to 1 L '.I KUN 51 KUSNIULK AVL. bUrrtK tiLG HUN column footer =-- —` = sidewalk 12"x 36" max. width concrete column footer w/three # 5 bars, 12" oc both ways Note: Compact all footing sub —base soil to 95 percent of maximum modified proctor density. 18" sci. Column plan and section SCALE: 1/4" = 1'- 0" Sign Wall, Fence and Entry Gate Elevation SCALE: 1/4" = 1'- 0" EXISTING TREE SYMBOLS LEGEND EXISTING TREES TO PROTECT PER DETAIL OC® ADCAND CONDITIONS APPROVAL EXISTING ON -SITE TREES .1..% TO 5E REMOVED 55 LIVE OAK TREES AND 11 MAPLE TREES PROVIDED EVERY 50 LF ALONG PUBLIC R—O—W. 81 UNDERSTORY TREES PROVIDED IN SOUTH & WEST BUFFER. 25% SHRUB COVERAGE PROVIDED ALONG 6' HT.` WOOD AND METAL FENCING. 2 CANOPY TREES AND 3 UNDERSTORY TREES PROVIDED PER 100 LF OF POND PERIMETER (4,360 LF). 3' HT. SHRUBS PROVIDED ALONG 30% OF POND PERIMETERs. NOTE: SEE LANDSCAPE PLAN SHEETS FOR LOCATIONS OF 85 CANOPY STREET TREES AND 84 UNDERSTORY STREET TREES (169 TOTAL) AT 1 PER DWELLING UNIT. ALL UTILITIES INCLUDING OUTSIDE PUMPS, ELECTRICAL, TELEPHONE, CABLE, GAS AND BACKFLOW PREVENTERS SHALL BE PAINTED BLACK EXCEPT FOR BUILDING MOUNTED EQUIPMENT WHICH SHALL BE PAINTED TO MATCH BUILDING COLOR. LANDSCAPING SHALL BE USED TO FURTHER SCREEN ABOVE GROUND UTILITIES. PLANT NOTES i I 1). ALL LANDSCAPED AND SODDED AREAS DELINEATED ON THESE PLANS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM PROVIDING 1009- HEAD -TO -HEAD COVERAGE. 2). ALL LANDSCAPED BEDS SHALL BE TOP DRESSED WITH 3' OF PINE BARKI NUGGET MULCH. 3) ALL TREE SAUCERS SHALL BE TOP DRESSED WITH 3- OF PINE BARK NUGGET MULCH Iq- center island Vehicular gate Ameristar Inc. (1-888-333-3422) or equal (All gate components to be painted black per specifications) 8' ht. "Majestic" 3—rail gate with rings Drip Line FORM SAUCER TO CONTAIN RUNOFF — CLEAN BACKFILL __ r , MIX. WATER d TAMP _I I I - TO REMOVE AIR —1 POCKETS _ 2 x 4 Fence REMOVE ORGANIC AND MAN-MADE BURLAP MATERIAL ENTIRELY. v a td� i I IQVUI . 1 ;con rrancrrlc No Placement of Material, Machinary, Temporary Soil Deposits or Additional Fill or Asphalt Pavement for Vehicular Circulation Shall be Placed any Closer to any Tree Than The Drip Line, No Attachments of Wires Except Protective Guide Wires Shall be Attached to any Tree. no Change of Grade More or Less Than 6 Inches May be Made Within the Drip Line of a Tree Unless Shown on the Approved Site Development Plan. At Time of Construction THEE PROTE CT i ON SPREAD PLANT SO THAT TOP OF ROOT 4). IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BECOME FULLY FAMILIAR BALL IS 2' ABOVE FINISHED GRADE 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. PAINT ALL CUTS OVER i' DIA. 5). STAKING OF TREES IS AT THE OPTION OF THE LANDSCAPE CONTRACTOR FLAG GUYING WIRES WITHSURVEYOR TAPE HOWEVER, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO MAINTAIN ALL TREES AND SHRUBS IN AN UPRIGHT PLUM CONDITION. p 6). THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO RUBBER HOSE 1' DIA. TO PROTECT TRUNK ARCHITECTURAL OR PAVED SURFACES. i). ALL PLANT MATERIAL SHALL BE GRADED FLORIDA NO.1 ACCORDING TO ITHE GRADES WIRES 2 STRAND TWiST GUYING AND STANDARDS OF THE FLORIDA NURSERYMAN'S ASSOCIATION. E 12 GUAGE WIRE Z 8). ALL TREE CALIPER DIMENSIONS SHALL BE MEASURED 54' ABOVE THE TO OF THE 3 2'X4'X24' PRESS TREATED FORM SAUCER MULC ROOT BALL . STAKES - TOP OF STAKE 9). e� THE LANDSCAPE CONTRACTOR SHALL INSURE THAT PROPOSED LANDSCAPE BEDS 6' ABOVE GROUND - I I I I I DO NOT INTERFERE WITH PROPOSED DRAINAGE PATTERNS. ) (—I ( I I I I I I I 10). THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL SHRUBS FOR A PERIOD NO CLEAN BACKFILL — —-- —I I- SHORTER THAN 90 DAYS FROM THE DATE OF THE "FINAL ACCEPTANCE' BY THE CLIENT MiX. WATER d TAMP AND LANDSCAPE ARCHITECT. ALL TREES SHALL CARRY A MINIMUM ONE YEAR TO REMOVE AIR WARRANTY. ALL WARRANTY RESTRICTIONS SHALL BE SPECIFICALLY DESCRIBED IN POCKETS WRITING AND SHALL BE PART OF THE BiDDING DOCUMENTS PROVIDED TO THE CLIENT BY THE LANDSCAPE CONTRACTOR REMOVE ORGANIC BURLAP -III III -III ;—� 2 X BALL DIA. 11). BEFORE PLANTING OR SODDING THE LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FROM TOP 1/3 OF ROOT BALL. REMOVE MAN-MADE GRADING AND DRAINAGE AND SHALL INFORM THE CLIENT OF ANY DRAINAGE PROBLEMS BURLAP MATERIAL ENTIRELY. OR INADEQUACIES. 12). GRADING AND DRAINAGE DESIGN FOR THIS SITE IS BY OTHERS. TYPICAL TREE PLANTING DETAIL 13)• CONTRACTOR IS RESPONSIBLE FOR PLANT AND SOD QUANTITY TAKE-OFF'iBEFORE PRICING. PLANT LIST QUANTITIES PROVIDED FOR CONVENIENCE ONLY. J. SCOTT L15ERTY, LANDSCAPE ARCHITECT FL. LANDSCAPE ARCHITECT NO. 141ro PH: 401-1191-2124 5621 REVELWOOD LOOP, WiNTER PARK, FLORIDA 321132 PRAIRIE LAKE RESERVE OCOEE, FLORIDA LANDSCAPE PLAN Sheet Title 5 LAYERS BURLA 2'x4' BRACE — 3' EARTH SAUCER TO HOLD WATER BACKFILL — OR IMPORTED SOIL 2' MULCH SHmu5 DETAIL - SCALE: NOT TO SCALE PLANT 3' ABOVE X. GRADE IIr= 2- BALL DIA. FIVE 2'x4"xlro' WOOD BATTENS SECURED WITH TWO 3/4' STEEL BANDS TO HOLD BATTENS IN PLACE. DO NOT NAiL BATTENS TO PALM. 3' MULCH r— 2'x4'x3' STAKE EXISTING GRADE 3' HIGH EARTH SAUCERit ...... ' •. BACKFILL OR IMPORTED 2'x4'x3' STAKE SOIL 2'x4' BRACKET LIMIT OF MULCH p 2'x4' BRACE _PALM PLANTING DETAIL - °,5Date structural certification Date JSL Drawn JSL Check AS SHOWN Scale 11/02/04 Date Job Ni Sheet L5 of 5