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Home My WebLink About03-13-2007 Agenda PacketITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on January 9, 2007 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JANUARY 9, 2007 CALL TO ORDER Chairman Golden called the meeting to order at 7:02 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Golden, Vice Chair McKey, Members Campbell, Dillard, Morris, Rhodus, Sills, and West. Also present were City Attorney Palmer, Community Development Director Wagner, Senior Planner Howell, and Deputy City Clerk Sibbitt. ABSENT: Member Conkling was absent unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Regular Meeting held on Tuesday, November 14, 2006. Vice Chair McKey, seconded by Member West, moved to accept the Minutes of the November 14 2006 Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS None NEW BUSINESS LAKEWOOD ESTATES — FINAL SUDIVISION PLAN Senior Planner Howell stated Lakewood Estates is approximately 15.8 acres in size and is located west of the intersection Lakewood Avenue and Wurst Road. The Final Subdivision Plan proposes the construction of infrastructure for a 54 lot single-family residential subdivision. The Future Land Use designation for the property is "Low Density Residential', and is zoned Low Density (PUD), which permits development and construction of the proposed single-family residential subdivision. The Final Subdivision Plan proposes Wurst Road to be extended westward through the development. Wurst Road is identified as a collector roadway in the Comprehensive Plan and will ultimately connect with Ocoee -Apopka Road. The plan indicates Lots 1-20 and 50-54 will have frontage along the Wurst Road Planning and Zoning Commission Regular Meeting January 9, 2007 extension. For these lots, additional setbacks have been put in place to allow for extra off-street parking. The Final Subdivision Plan also proposes a 10-foot landscape buffer with a 6-foot high brick wall along the portion of the property that fronts Lakewood Avenue. Along the rear of lots 38-49, the developer will install a 10-foot wide landscape buffer consisting of a 6-foot high PVC fence and a continuous row of Sweet Viburnum. The internal road network will consist of two roads: the Wurst Road extension, and a yet to be named street labeled on the plans as "Road A". Wurst Road will temporarily end in a cul-de-sac that will encroach into Lot 54, which is shown on the plans to be a future development tract. The Wurst Road section will consist of a 60-foot right-of-way and a 24-foot pavement width with sidewalks on both sides. Road "A" is proposed to end in a cul-de-sac in the northeastern portion of the property in the vicinity of Lots 37 & 38. The plan proposes road "A" to connect with the property to the south at the time it develops. Road "A" will have a right-of- way of 50-feet with 24-feet pavement width with a sidewalk on both sides. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on December 5, 2006, and reviewed the Final Subdivision Plan. The DRC voted unanimously to recommend approval of the Final Subdivision Plan date stamped January 4, 2007. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Lakewood Estates. DISCUSSION Member Rhodus inquired as to why a PVC fence was being put up when other subdivisions have brick walls. Senior Planner Howell stated the PVC fence was negotiated as a condition of approval when the PSP and PUD were being considered for that property. Chairman Golden stated he feels there should be some demucking specs or backfill specs that deal with the wetland or lake that is on the site. John Kirby, Kirby Engineering, stated that any demucking is referred by the DOT standards and their contractor is aware of that. He further stated he could certainly prepare a spec for Homes In Partnership if they allow that to happen. Chairman Golden inquired if the City requests a crosswalk painting or can it be requested as a condition. Community Development Director Wagner stated he 2 Planning and Zoning Commission Regular Meeting January 9, 2007 believes there are some limits to where the crosswalks are marked if it is not a controlled intersection but he is not familiar with those rules. John Kirby stated in the signing and stripping sheet crosswalks are shown for that intersection. He further stated they have a permit from Orange County. Member West, seconded by Member Morris, moved to recommend approval of the Final Subdivision Plan for Lakewood Estates with the provision of adding specs for the backfill of the surface water. Motion carried unanimously. PRAIRIE LAKES PUD, TRACT A — FINAL SUBDIVISION PLAN Senior Planner Howell stated Prairie Lakes PUD Tract "A" is approximately 44.19 acres in size and is located on the northwest corner of the intersection of Clarke Road and A.D. Mims Road. The Final Subdivision Plan proposes the construction of infrastructure for a 205 lot residential subdivision consisting of single-family detached homes and townhomes. The Future Land Use designations for the property are "High Density Residential' and "Conservation", and have zoning designations of Medium and Low Density (PUD), which permit development and construction of the proposed residential subdivision. The townhome portion of the development is situated on 13.3 acres on the southern portion of the property, adjacent to the intersection of Clarke Road and A.D. Mims Road. Of the 205 lots that are proposed in the development, 126 will consist of townhomes. The townhome lots will be 22-feet and 24-feet in width, and have a 20-foot front setback and a 10-foot rear seatback. The townhome units have been designed to allow two cars to park in the driveway and two cars to park in the garage. The townhome portion of the development will be accessed via a right-in/right-out along Clarke Road that has been provided approximately 450-feet north of A.D. Mims Road. A second full access approximately 450-feet north will also be provided with a left turn lane. This point of access will serve both the townhomes and the single-family detached homes. The single-family detached portion of the development will consist of 79 lots on 14.6 acres situated in the northern portion of the property. The minimum lot size for the single-family lots is 55-feet by 120-feet. A 6-foot high PVC fence will be provided that separates the townhome portion of the development from the single- family portion of the development. In addition to the PVC fence, the developer will be required to install a 6-foot high PVC fence along the rear of Lots 179 and 180 to buffer the rears of those properties from Clarke Road. Planning and Zoning Commission Regular Meeting January 9, 2007 The Final Subdivision Plan proposes a 15-foot landscape buffer with a 6-foot high brick wall along the portions of the development that front A.D. Mims Road and Clarke Road. In addition, the developer has committed to saving many existing trees on site and has agreed to grade the site on a lot by lot basis to assist in tree preservation. For those trees that cannot be preserved, the developer has proposed to replace them at a 4 to 1 ratio. The Final Subdivision Plan proposed several common elements for the development. The first of these elements is a clubhouse and community pool. The second of the common elements that is proposed is a 5-foot wide natural walking path adjacent to the wetland area along the northern boundary of the property. The path, in addition to the wetland area, will be dedicated to the City of Ocoee in a conservation tract. DEVELOPMENT REVIEW COMMITTEE The Development Review Committee (DRC) met on January 3, 2007, and reviewed the Final Subdivision Plan. The applicant was notified of several concerns that must be satisfied prior to the project being scheduled for a pre - construction conference. The DRC voted unanimously to recommend approval of the Final Subdivision Plan date stamped January 4, 2007. STAFF RECOMMENDATION Staff recommends that the Planning and Zoning Commission recommend approval of the Final Subdivision Plan for Prairie Lakes PUD Tract "A" subject to the attached engineering corrections being incorporated into the final plans prior to a pre -construction conference. DISCUSSION Chairman Golden inquired if the applicant has agreed with the Engineering comments that were attached. Community Development Director Wagner stated that the comments in the packets were agreed to at the DRC by the applicant. He further pointed out that at the full access point into the subdivision the developer is contributing toward a traffic signal that will be placed at that location, which will help for emergency access out of the fire station. Tom Sullivan, Representative for the applicant, briefly clarified the width of the townhomes. Chairman Golden inquired if the square footage of the townhomes met the minimum 1200 square feet. Mr. Sullivan stated that all the units are in excess of 1200 square feet and they are complying with the new code provisions. Vice Chair Mckey inquired about the road extension into four lanes. Community Development Director Wagner stated the developer will be grading the westerly 4 Planning and Zoning Commission Regular Meeting January 9, 2007 two lanes of the road bringing it to rough grade so that when they build their landscape burm and sidewalk it will be at the final stage. Vice Chair McKey further inquired about excess parking for recreational vehicles. Community Development Director Wagner stated the City Code prohibits parking of RV and boats in multi -family communities. Chairman Golden inquired about several trees in the area and how they were selected to be saved or be removed. Mr. Sullivan briefly explained their efforts in trying to save many trees and how their selections were made on a lot by lot basis. It was decided that Chairman Golden would get with staff to voice his concerns on several trees he would like to see saved if possible. Member West, seconded bv Member Morris moved to recommend approval of the Final Subdivision Plan for Prairie Lakes PUD Tract A. Motion carried unanimously. MISCELLANOUS Community Development Director Wagner stated the City Commission has asked if they could have a joint meeting with P&Z regarding the front yard ordinances. He further stated he will propose at the next City Commission to have the joint meeting in February. Community Development Director Wagner stated there should be a lot more projects coming before the board in March and April. He further stated the new housing has slowed down a little and they do not have as many permits coming through as normal. ADJOURNMENT The meeting adjourned at 7:50 p.m. Attest: APPROVED: Melanie Sibbitt, Deputy City Clerk Jim Golden, Chairman ITEM NUMBER IV. A Tutor Time Special Exception Moor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: Planning & Zoning Commission FROM: Bobby Howell, Senior Planner' THROUGH: Russ Wagner, AICP, Community Development Director DATE: February 22, 2007 RE: Tutor Time — Special Exception Project # SS-2006-006 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Special Exception for Tutor Time child care center? BACKGROUND: The proposed Tutor Time child care facility is located on the east side of Clarke Road, approximately one -quarter mile north of SR 50/Colonial Drive, adjacent to the proposed Dynasty Gallery and Collectibles store. The subject property is approximately 1.15 acres in size, zoned C-2 (Community Commercial), and is currently vacant. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial Commercial (PUD) Vacant parcel of the West Oaks Mali PUD East Commercial Commercial PUD West Oaks Mall South Commercial Community Commercial C-2 Vacant, site of the proposed Dynasty Gallery and Collectibles West Commercial Community Commercial C-2 Vacant Last summer, the applicant submitted a small-scale site plan detailing the construction of a 12,000 square foot child care facility on the property. Upon submission of the site plan, the applicant was notified that a Special Exception is required in the C-2 zoning district for child care facilities, and that the Special Exception is required to be obtained prior to site plan approval. March 13, 2007 Planning and Zoning Commission Page 2 Upon approval of the Special Exception, and completion of construction of the facility, the Department of Children & Families (DCF) will inspect the facility under Chapter 402, Florida Statutes and Chapter 65C-22, Florida Administrative Code, to determine compliance with child care facilities licensing criteria under Florida law. The actual number of children permitted in the proposed facility will be determined by DCF space requirements. The child care facility must comply with both the DCF standards and the building and development standards of the City of Ocoee. DISCUSSION: As previously mentioned, the applicant submitted a small-scale site plan last summer detailing the construction of a 12,000 square foot child care facility on the subject property. The plan also details a +/- 7,000 square foot play area located at the rear of the property enclosed with a 6- foot high decorative, aluminum fence, which will be buffered with various plant materials. Upon conclusion of the first review of the site plan, the applicant indicated the amount of parking required per the Land Development Code was more than what is normally needed for a child care facility, and subsequently requested a waiver to allow a lesser amount of parking. The parking waiver will be presented separately to the City Commission. In the event the site is converted to a retail use, a contingency plan demonstrating additional parking can be provided in accordance with the retail parking requirements of the Land Development Code has been incorporated into the plan set. The Land Development Code defines Special Exception as a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added). In accordance with Section 4-8.B. (2) of the Land Development Code, the proposed use must be considered in relation to the compatibility with the surrounding land uses. As previously mentioned, the surrounding land uses are commercial, or will be developed into commercial uses in the future. Child care facilities are compatible with commercial uses, and are generally located in commercial areas. The existing Tutor Time child care facility is located in the Lake Olympia shopping center, which is located at the intersection of Clarke Road and Silver Star Road. This intersection is one of the City's preeminent commercial nodes, and the use is compatible with the surrounding commercial uses in this location. Based on this, the use is anticipated to be compatible with the surrounding commercial uses in the proposed location. Additionally, the proposed use is not anticipated to: • Violate the health, safety, welfare, and/or convenience of those working or owning land in the vicinity of the proposed use or structure • Impair pedestrian or vehicular movement in adjoining streets so as to violate adopted level of service standards • Result in noise, odor, glare, vibration, or other similar characteristic which is detectable at the property line and which exceeds the level which will result from permitted uses March 13, 2007 Planning and Zoning Commission Page 3 • Prevent an adjoining landowner from the legal use of his property pursuant to the Land Development Code • Violate a requirement of limitation of any applicable state or federal law or regulation • Exceed the applicable density or bulk regulations except as specifically authorized, nor shall the use or structure result in overcrowding of land or buildings • Create a fire hazard DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 28, 2007 and reviewed the Special Exception application. The applicant was notified that all concerns in regards to the review of the project had been satisfied. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Special Exception for Tutor Time child care center. STAFF RECOMMENDATION: Based on the above analysis, the proposed use is not anticipated to be in conflict with the surrounding land uses. Staff recommends that the Planning and Zoning Commission recommend approval of the Special Exception for Tutor Time child care center. Attachments: Location Map Sheet 6 and Sheet L1, Tutor Time Small -Scale Site Plan O:\Staff Reports120071SR07010_BH_TutorTime_SpecialExcepton_PZ.doc r Tutor Time Location Map LL IIFFEFF c I I FMJLLI LLLI:g - J Q OOD U E w rL.0 i r z � CD J CZ) C:3 CZ) El z LAKE LOTTA m 0 LONIAL w LAKE LOTTA a J Q U N_ C F- U 0 03-20 an a am¢ <o CLARKL ROAD ® r m xl Irl K�[n rrc 6 aioRz SxwlxRl wuxpL w[xe � rx r E ® rcxortz wxw.w[ uxxro�[ rp tw � � xo ru r xx P 9 1 SCAIf: 1 20' r ® InLi noortn axncrz r�.awr to rraw srro Ml ITEM NUMBER IV. B Amendment to the Land Development Code Proportionate Fair -Share Mitigation Ordinance (LPA) Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 TO: Planning & Zoning Commission FROM: Catherine Armstrong, Planning Mana er THROUGH: Russ Wagner, AICP, Community Development Director 0/1 DATE: February 21, 2007 RE: Ordinance amending Article 9, Land Development Code, creating Proportionate Fair -Share Mitigation on Transportation Corridors for the City of Ocoee ISSUE: Should the Planning & Zoning Commission recommend approval of an amendment to Article 9, Land Development Code, creating proportionate fair -share mitigation on transportation corridors for the City of Ocoee? BACKGROUND: The Growth Management Legislation of 2005 created the "Pay as You Grow" concept and expanded key principles of the current growth management act, which has remained largely unchanged since it was passed in 1985. During those twenty (20) years, Florida has maintained a growth management policy called "concurrency." Under the new act, the concept of concurrency has been modified to include "proportionate fair share." Local governments must adopt a methodology for assessing proportionate fair share by December 1, 2006. This new concept allows concurrency to be satisfied for roads if a developer furnishes a proportionate fair share of money, land or other developer -provided value to mitigate the impact caused by its new project. However, this can only be applied if the roads to be improved and/or funded by proportionate fair share are included in the local government's capital improvement plan (CIP). This concept is not an absolute right granted to a developer. It is still ultimately subject to local government discretion either by action amending a local CIP to include improvements to be funded by proportionate fair share or by determining adequate revenue required to fund the proportionate fair share improvements is `reasonable anticipated.' DISCUSSION: The City is proposing to amend Article 9, Concurrency, of the Land Development Code creating a new section, Section 9-9 regarding Proportionate Fair -Share. A key component to this is the concept of "Infrastructure Planning Areas" or IPAs. These are more specifically identified on Exhibit 1 of the Ordinance and are categorized as follows: (1) North IPA — located north of the center line of Orlando Avenue and Story Road, east of the joint planning area boundary on the west side of the City, west of the joint planning area boundary on the east side of the City and south of the northern joint planning area boundary; February 21, 2007 Planning and Zoning Commission Page 2 (2) South IPA — located south of the center line of Orlando Avenue and Story Road, north of the southern joint planning area boundary, west of the joint planning area boundary on the east side of the City and east of the joint planning area boundary on the west side of the City. These are two areas covering the City of Ocoee that can be used to satisfy transportation concurrency issues through the Proportionate Fair -Share program. The City may choose to allow an applicant to contribute to an improvement that is identified in an IPA in which the proposed development is located. Upon completion, these improvements will satisfy the requirements of the City's transportation concurrency management system (CMS). Several highlights of the ordinance are as follows: • The program shall apply to all developments in the City that have been notified of a lack of capacity to satisfy transportation concurrency on a transportation facility in the CMS, including transportation facilities maintained by FDOT or another jurisdiction. • The program does not apply to Developments of Regional Impact (DRIs) under Section 163.3180(12), Florida Statutes (FS), or to developments exempted from concurrency as provided in Article 9 Concurrency, Section 9-4 of the Land Development Code or to developments that have identified transportation improvements and/or right-of-way dedication in an approved Developer Agreement. • The City may choose to allow an applicant to satisfy transportation concurrency issues by utilizing IPAs. • Proportionate fair -share mitigation for concurrency impacts may include, without limitation, separately or collectively, private funds, contributions of land and construction and contribution of facilities. • A development shall not be required to pay more than its proportionate fair -share. The fair market value of the proportionate fair -share mitigation for the affected facility or facilities shall not differ regardless of the method of mitigation. • The methodology used to calculate an applicant's proportionate fair -share obligation shall be as provided for in Section 163.318(12), F.S., as follows: "The cumulative number of trips from the proposed development expected to reach roadways during peak hours from the complete build -out of a stage or phase being approved, divided by the change in the peak hour maximum service volume (MSV) of roadways resulting from construction of an improvement necessary to maintain the adopted LOS, multiplied by the construction cost, at the time of the developer payment, of the improvement necessary to maintain the adopted LOS." Proportionate fair -share contributions shall be applied as a credit against impact fees to the extent that all or a portion of the proportionate fair -share mitigation is used to address the same capital infrastructure improvements contemplated by the City's impact fee ordinance. Any road impact fee credit based upon proportionate fair -share contributions for a proposed development cannot be transferred to any other location unless provided for within the City Impact Fee Ordinance. February 21, 2007 Planning and Zoning Commission Page 3 • Upon execution of a proportionate fair -share agreement, the applicant shall receive Certificate of Concurrency approval. Should the applicant fail to apply for a building permit within one year of the execution of the agreement, then the agreement shall be considered null and void and the applicant shall be required to reapply. Payment is due at or before the Pre -Construction meeting with City Staff. • All developer improvements shall be completed prior to the issuance of the Certificate of Completion or Certificate of Occupancy. • Dedication of necessary right-of-way for facility improvements pursuant to a proportionate fair -share agreement must be completed prior to the issuance of the Certificate of Completion of Certificate of Occupancy. • Proportionate fair -share revenues shall be placed in the appropriate project account for funding of scheduled improvements in the CIE. At the discretion of the local government, proportionate fair -share revenues may be used for operational improvements prior to the construction of the capacity project from which the proportionate fair -share revenues were derived. Proportionate fair -share revenues may also be used as the 50% local match for funding under the FDOT Transportation Incentive Program (TRIP). In the event a scheduled facility improvement is removed from the CIE, then the revenues collected for its construction may be applied toward the construction of another improvement within that same IPA that would mitigate the impacts of development pursuant to the ordinance. When an applicant constructs a transportation facility that exceeds the applicant's proportionate fair -share obligation calculated under the ordinance, the City shall reimburse the applicant for the excess contribution using one of three methods outlined in the ordinance. The changes proposed under the ordinance will be inserted into the Land Development Code as a separate section under Article 9, Concurrency. Future amendments to the Capital Improvements Element (CIE) of the City of Ocoee Comprehensive Plan will be required as a result of this ordinance. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of an amendment to Article 9, Land Development Code, creating proportionate fair -share mitigation on transportation corridors for the City of Ocoee. Attachments: Ordinance O:\Staff Reports\2007\SR07012_CAA_ProportionateFairShareMitigation_PZ.doc ORDINANCE 2007-XX AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CREATING SECTION 9-9 OF ARTICLE IX OF CHAPTER 180 PROPORTIONATE FAIR -SHARE MITIGATION OF DEVELOPMENT IMPACTS ON TRANSPORTATION CORRIDORS, OF THE LAND DEVELOPMENT CODE; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2, Proportionate Share. Section 9-9 of Article IX of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, us hereby adopted as follows: Section 9-9. PROPORTIONATE FAIR -SHARE MITIGATION OF DEVELOPMENT IMPACTS ON TRANSPORTATION CORRIDORS. (A) Purpose The purpose of Section 9-9 is to establish a methodology whereby the impacts of development on transportation facilities can be mitigated by the cooperative efforts of the public and private sectors, to improve transportation mobility within an Infrastructure Planning Area, known as the Proportionate Fair -Share Program, as required by and in a manner consistent with § 163.3180(16), F.S. (B) Findings The City Commission finds and determines that transportation capacity is a commodity that has a value to both the public and private sectors and that the City's Proportionate Fair -Share Program: (a) provides a method by which the impacts of development on transportation facilities can be mitigated by the cooperative efforts of the public and private sectors; (b) provides a method by which the impacts of development on transportation facilities can be achieved by providing mobility benefits to high priority projects within Infrastructure Planning Areas; ORLA_438136.2 (c) allows developers to proceed under certain conditions, notwithstanding the failure of transportation concurrency, by contributing their proportionate fair -share of the cost of a transportation facility to meet defined mobility needs within Infrastructure Planning Areas; (d) contributes to the provision of adequate public facilities for future growth and promotes a strong commitment to comprehensive facilities planning, thereby reducing the potential for moratoria or unacceptable levels of traffic congestion; (e) maximizes the use of public funds for adequate transportation facilities to serve future growth, and may, in certain circumstances, allow the City to expedite transportation improvements by supplementing funds currently allocated for transportation improvements in the Capital Improvements Program (CIP); and (f) is consistent with § 163.3180(16), F.S., and supports the policies of the Transportation Element of the Comprehensive Plan. (C) Applicability The Proportionate Fair -Share Program shall apply to all developments in the City that have been notified of a lack of capacity to satisfy transportation concurrency on a transportation facility in the Concurrency Management System, including transportation facilities maintained by FDOT or another jurisdiction, that are relied upon for concurrency determinations. The Proportionate Fair -Share Program does not apply to (i) Developments of Regional Impact (DRI) using proportionate fair -share under § 163.3180(12), F.S., or (ii) developments exempted from concurrency as provided in Section 9-4 of this Article, or (iii) developments that have identified transportation improvements and/or right-of-way dedications/conveyances in an approved Developer Agreement with the City. (D) Definitions for Section 9-9 The following definitions are in addition to the general definitions included in Article II of the Land Development Code: (1) "Proportionate Fair -Share Program" means program established pursuant to this Section 9-9 and Section 163.3180(16), F.S. (2) "Infrastructure Planning Areas" or "IPAs" means areas within the City which are established by the City as set forth in Figure 1 of this Article and within which future transportation improvements may be made. The city is divided into a North IPA and a South IPA. (E) General Requirements (1) An applicant may choose to satisfy the transportation concurrency requirements of the City by making a proportionate fair -share contribution, pursuant to the following requirements: (a) The proposed development is consistent with the comprehensive plan and the applicable land development regulations. ORLA_438136.2 2 (b) The five-year schedule of capital improvements in the City CIP includes a transportation improvement or improvements that, upon completion, will satisfy the requirements of the City's transportation /traffic circulation provision of the Concurrency Management System. The provisions of Section 9-9 (E)(2) may apply if a project or projects needed to satisfy concurrency are not presently contained within the City's CIP. (2) The City may choose to allow an applicant to satisfy transportation concurrency through the Proportionate Fair -Share Program by contributing to an improvement that is identified in an IPA in which the development is located, and upon completion, will satisfy the requirements of the transportation/traffic circulation provision of the Concurrency Management System, but is not contained in the five-year schedule of capital improvements in the CIP, where the following apply: (a) The City adopts, by resolution or ordinance, a commitment to add the improvement to the five-year schedule of capital improvements in the CIP no later than the next regularly scheduled update. To qualify for consideration under this section, the proposed improvement must be reviewed by the City Commission, and determined to be financially feasible pursuant to § 163.3180(16)(b)l, F.S., consistent with the comprehensive plan, and in compliance with the provisions of this Section 9-9. Financial feasibility for this section means that additional contributions, payments or funding sources are reasonably anticipated during a period not to exceed five years to fully mitigate impacts on the transportation facilities. (b) If the funds allocated for the five-year schedule of capital improvements in the City's CIP are insufficient to fully fund construction of a transportation improvement required by the Concurrency Management System, the City may still enter into a binding proportionate fair -share agreement with the applicant authorizing construction of that amount of development on which the proportionate fair -share is calculated if the proportionate fair -share amount in such agreement is sufficient to pay for one or more improvements which will, in the opinion of the City and, if applicable, any other governmental entity or entities maintaining the transportation facilities, significantly benefit the impacted transportation system. The improvement or improvements funded by the proportionate fair -share component must be adopted into the City's five-year capital improvements schedule of the comprehensive plan or the long-term schedule of capital improvements for an adopted long-term concurrency management system at the City's next annual capital improvements element update. (c) The City has defined a transportation improvement(s) in the IPA where the proposed project is located, and upon completion will sufficiently mitigate transportation impacts, and improve mobility within the IPA. (3) To the extent the City issues debt or otherwise borrows money to fund the remaining cost to complete one or more improvements, subsequent projects affected by that improvement for which debt has been issued shall be obligated to contribute their proportionate fair share to towards any such debt, including principal and interest payments of the City associated therewith. ORLA_438136.2 3 (F) Intergovernmental Coordination Pursuant to policies in the Intergovernmental Coordination Element of the City comprehensive plan, the City shall coordinate with affected jurisdictions, including FDOT, and Orange County, regarding mitigation to affected facilities not under the jurisdiction of the City. An interlocal agreement may be established with other affected jurisdictions for this purpose. (G) Application Process (1) Upon notification of a lack of capacity to satisfy transportation concurrency, the applicant shall also be notified in writing of the opportunity to satisfy transportation concurrency through the Proportionate Fair -Share Program pursuant to the requirements of Section 9-9(E). (2) Prior to submitting an application for a proportionate fair -share agreement, a pre - application meeting shall be held with Ocoee City Staff to discuss eligibility, application submittal requirements, potential mitigation options, and related issues. If the impacted facility is on the Strategic Intermodal System (SIS), then FDOT will be notified and invited to participate in the pre -application meeting. (3) Eligible applicants shall submit a Certificate of Concurrency application to the City that includes a description of the proposed proportionate fair -share mitigation method. Such application shall be submitted on a form approved by the City and shall include such application fee (or Flat Fee) as may from time -to -time be established by the City Commission. The applicant shall be responsible for all Review Costs associated with the processing and review of the application and the preparation of any developer agreements in connection therewith. (4) The City shall review the application and certify that the application is sufficient and complete. If an application is determined to be insufficient, incomplete or inconsistent with the general requirements of the Proportionate Fair -Share Program as indicated in Section 9-9(E), then the applicant will be notified in writing of the reasons for such deficiencies. If such deficiencies are not remedied by the applicant within 30 days of receipt of the written notification, then the application will be deemed withdrawn. The City may, in its discretion, grant an extension of time not to exceed 30 days to cure such deficiencies, provided that the applicant has shown good cause for the extension and has taken reasonable steps remedy the situation. (5) Pursuant to § 163.3180(16)(e), F.S., proposed proportionate fair -share mitigation for development impacts to facilities on the SIS requires the concurrence of the FDOT. The applicant shall submit evidence of an agreement between the applicant and the MOT for inclusion in the proportionate fair -share agreement. (6) When an application is deemed sufficient, complete and eligible, the applicant shall be advised in writing and a proposed proportionate fair -share obligation and binding agreement will by prepared by the City and delivered to the applicant for review, including a copy to the FDOT for any proposed proportionate fair -share mitigation on a SIS facility, no later than 90 days from the date at which the applicant received the notification of a sufficient application and no fewer than 15 days prior to the City Commission meeting when the agreement ORLA_438136.2 4 will be considered. The 90-day time frame for the City to submit the proposed agreement may be extended by mutual agreement between the City and the applicant. (7) The City shall notify the applicant regarding the date of the City Commission meeting when the agreement will be considered for final approval. No proportionate fair -share agreement will be effective until such time as is stated in the agreement and approved by the City Commission. (8) Pursuant to Section 163.3180(16)(d), F.S., nothing in this Section 9-9 shall require the City to approve a development that is not otherwise qualified for approval pursuant to the comprehensive plan and this Code. (H) Determining Proportionate Fair -Share Obligation (1) Proportionate fair -share mitigation for concurrency impacts may include, without limitation, separately or collectively, private funds, contributions of land, and construction and contribution of facilities. (2) A development shall not be required to pay more than its proportionate fair -share. The fair market value of the proportionate fair -share mitigation for the affected facility or facilities shall not differ regardless of the method of mitigation. (3) The methodology used to calculate an applicant's proportionate fair -share obligation shall be as provided for in Section 163.3180(12), F.S., as follows: "The cumulative number of trips from the proposed development expected to reach roadways during peak hours from the complete build out of a stage or phase being approved, divided by the change in the peak hour maximum service volume (MSV) of roadways resulting from construction of an improvement necessary to maintain the adopted LOS, multiplied by the construction cost, at the time of the developer payment, of the improvement necessary to maintain the adopted LOS." Proportionate Fair -Share = Y [[Development Trips;) / (SV Increase)] x Cost;] Where: Development Trips; = Those trips from the stage or phase of development under review that are assigned to roadway segment "i" and have triggered a deficiency per the Concurrency Management System; SV Increasei = Service volume increase provided by the eligible improvement to roadway segment "i" per Section 122.11.04(C). Costi = Adjusted cost of the improvement to segment "i." Cost shall include all improvements and associated costs, such as design, right-of-way acquisition, planning, engineering, inspection and physical development costs directly ORLA_438136.2 associated with construction at the anticipated cost in the year it will be incurred. (4) For the purposes of determining proportionate fair -share obligations, the City shall determine improvement costs based upon the actual cost of the improvement as obtained from the CIP, the MPO/TIP or the FDOT Work Program. Where such information is not available, improvement cost shall be determined by using one of the following methods: (a) An analysis by the City of costs by cross section type that incorporates data from recent projects and is updated annually and approved by the City Engineer. In order to accommodate increases in construction material costs, project costs shall be adjusted by an inflation factor approved by the City; or (b) The most recent issue of FDOT Transportation Costs, as adjusted based upon the type of cross-section (urban or rural); locally available data from recent projects on acquisition, drainage and utility costs; and significant changes in the cost of materials due to unforeseeable events. Cost estimates for state road improvements not included in the adopted FDOT Work Program shall be determined using this method in coordination with FDOT District 7. (5) If the City has accepted an improvement project proposed by the applicant, then the value of the improvement shall be determined using one of the methods in this section. (6) If the City has accepted right-of-way dedication or conveyance for the proportionate fair -share payment, credit for the dedication or conveyance of the non -site related right-of-way shall be valued at fair market value established by an independent appraisal prepared by an MAI appraiser approved by the City, at no expense to the City. The value of the right-of-way shall be the total number of acres, and/or fraction thereof, of the conveyed land multiplied by the appraised fair market value of the parent parcel. In the event the City disagrees with the appraised value, the City may select and pay for another appraiser and the credit shall be an amount equal to the average of the two appraisals. Alternatively, if the City and applicant mutually agree on the amount of the credit, then the requirement for an appraisal may be waived by the City. The applicant shall supply a survey and legal description of the land and a certificate of title or title search of the land to the City at no expense to the City. The City may require that the applicant provide, at the applicant's expense, an owner's title insurance policy in the amount of the credit being provided. If the estimated value of the right-of-way dedication or conveyance proposed by the applicant is less than the City estimated total proportionate fair - share obligation for that development, then the applicant must also pay the difference. Prior to purchase or acquisition of any real estate or acceptance of donations of real estate intended to be used for the proportionate fair -share, public or private partners should contact the FDOT for information about compliance with federal laws and regulations. Nothing contained in this Artcile shall be construed to require that the city provide road impact fee credits for dedication or conveyance of site -related right-of-way. (I) Road Impact Fee Credit for Proportionate Fair -Share Mitigation ORLA_438136.2 6 (1) Proportionate fair -share contributions shall be applied as a credit against road impact fees to the extent that all or a portion of the proportionate fair -share mitigation is used to address the same capital infrastructure improvements contemplated by the City's Road Impact Fee Ordinance. (2) Road impact fee credits for the proportionate fair -share contribution will be estimated when the road impact fee obligation is calculated for the proposed development. The Proportionate Fair Share amount will be due and payable to the city prior to the pre -construction meeting with City staff and road impact fees owed by the applicant will be reduced per the Proportionate Fair -Share Agreement as prepaid road impact fee credits, and applied to a credit account maintained by the Finance Department. Any such credits shall be maintained on a dollar basis and shall not exempt the applicant from paying the road impact fees which are in effect under the City's Road Impact Fee Ordinance at the time the credit is applied. If the applicant's proportionate fair -share obligation is less than the development's anticipated road impact fee for the specific stage or phase of development under review, then the applicant or its successor must pay the remaining road impact fee amount to the City pursuant to the requirements of the City's Road Impact Fee Ordinance. (3) The proportionate fair -share obligation is intended to mitigate the transportation impacts of a proposed development at a specific location. As a result, any road impact fee credit based upon proportionate fair -share contributions for a proposed development cannot be transferred to any other location unless provided for within the City's Road Impact Fee Ordinance. Any road impact credits which are established pursuant to this section shall be owned by the applicant and may only be used by others within the proposed development to the extent assigned by the applicant in a manner acceptable to the Finance Director or her designee. (J) Proportionate Fair -Share Agreements (1) Upon execution of a proportionate fair -share agreement, the applicant shall be issued a Certificate of Concurrency with respect to transportation/traffic circulation; provided, however, that the foregoing shall not be construed to require the issuance by the City of a Certificate of Concurrency if the applicant fails to satisfy the other concurrency requirements of Article IX, Concurrency, of this Code. Should the applicant fail to apply for a building permit within one year of the execution of the agreement, then the agreement shall be considered null and void, and the applicant shall be required to reapply unless the City, at it's option, agrees to an extension of the agreement. (2) Payment of the proportionate fair -share contribution is due at or before the pre - construction meeting with City Staff and shall be non-refundable. If the payment is submitted more than 12 months from the date of execution of the agreement, then the proportionate fair - share cost shall be recalculated at the time of payment based on the best estimate of the construction cost of the required improvement at the time of payment, pursuant to Section 9-9(H) and adjusted accordingly. (3) All developer improvements authorized under this section must be completed prior to the issuance of a Certificate of Completion or Certificate of Occupancy, or as otherwise established in a binding agreement that is accompanied by a security instrument that is sufficient to ensure the completion of all required improvements. It is the intent of this section that any ORLA_438136.2 7 required improvements be completed before the issuance of a Certificate of Completion or Certificate of Occupancy. (4) Dedication or conveyance to the City of necessary right-of-way for facility improvements pursuant to a proportionate fair -share agreement must be completed prior to the issuance of a Certificate of Completion or Certificate of Occupancy. All such right-of-way must be dedicated or conveyed to the City in fee simple free and clear of all liens and encumbrances and subject only to such matters as may be agreed to by the City. Real property taxes shall be paid or escrowed by the developer in accordance with the requirements of the proportionate fair - share agreement. (5) Any requested change to a development project subsequent to the approval of a final subdivision plan or final site plan for the development project, as the case may be, may be subject to additional proportionate fair -share contributions to the extent the change would generate additional traffic that would require mitigation. (6) Applicants may submit a letter to withdraw from the proportionate fair -share agreement at any time prior to the execution of the agreement by the City and the applicant. The application fee (Flat Fee) and all Review Costs shall remain the obligation of the applicant as provided in Section 1-12 of this Code and will be non-refundable. (7) The City may enter into proportionate fair -share agreements for selected corridor improvements to facilitate collaboration among multiple applicants on improvements to a shared transportation facility. (K) Appropriation of Fair -Share Revenues (1) Proportionate fair -share revenues shall be placed in the appropriate project account for funding of scheduled improvements in the CIP, or as otherwise established in the terms of the proportionate fair -share agreement. At the discretion of the City, proportionate fair - share revenues may be used for operational improvements prior to the construction of the capacity project from which the proportionate fair -share revenues were derived. Proportionate fair -share revenues may also be used as the 50% local match for funding under the FDOT Transportation Regional Incentive Program (TRIP). (2) In the event a scheduled facility improvement is removed from the CIP, then the revenues collected for its construction may be applied toward the construction of another improvement within that same IPA that would mitigate the impacts of development pursuant to the requirements of Section 9-9(E)(2)(b). Where an impacted facility has been designated as a regionally significant transportation facility in an adopted regional transportation plan as provided in Section 339.155, F.S., then the City may coordinate with other affected jurisdictions and agencies to apply proportionate fair -share contributions and public contributions to seek funding for improving the impacted regional facility under the FDOT TRIP. Such coordination shall be ratified by the City through an interlocal agreement that establishes a procedure for earmarking of the developer contributions for this purpose. (3) Where the applicant constructs a transportation facility that exceeds the applicant's proportionate fair -share obligation calculated under Section 9-9(H), the City may, at ORLA_438136.2 8 its option, elect to provide for the reimbursement to the applicant of any excess contribution. If the city elects to provide for any such reimbursement, then the terms and conditions thereof will be addressed in the Proportionate Fair -Share Agreement with the applicant. Such agreement may provide for the reimbursement of the applicant for the excess contribution using one or more of the following methods: (a) An impact fee credit may be established for the applicant in the amount of the excess contribution, a portion or all of which may be assigned and reassigned under the terms and conditions acceptable to the City. (b) An account may be established for the applicant for the purpose of reimbursing the applicant for the excess contribution with proportionate fair share payments from future applicants on the facility. (c) The City may compensate the applicant for the excess contribution through payment or some combination of means acceptable to the City and the applicant. The city may limit the life of any such reimbursement to a term of not more than seven (7) years, after which time any portion of such excess payment will have lapsed and thereafter the obligation to provide any such reimbursement will be canceled. Additionally, any such reimbursement agreement shall provide that (i) the reimbursements shall not include any interest upon the amount of the excess payment, and (ii) any advances towards the cost of improvement made by the city will be reimbursed to the city in full before any payment is made to the applicant. _ SECTION 3. Severability. If any section, subsection, sentence, clause, phrase or portion of this Ordinance 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 hereto. SECTION 4. Effective Date. This Ordinance shall become effective immediately upon final passage and adoption. PASSED AND ADOPTED this day of , 2007. ORLA_438136.2 9 ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Beth Eikenberry, City Clerk S. Scott Vandergrift, Mayor (SEAL) ADVERTISED , 2007 READ FIRST TIME , 2007 READ SECOND TIME AND ADOPTED , 2007 UNDER AGENDA ITEM NO. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2007. FOLEY & LARDNER LLP City Attorney ORLA_438136.2 10 Figure I — Map of IPAs ITEM NUMBER IV. C McCully Annexation and Rezoning Adair Street (155' north of Vignetti Park) Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT DATE: February 26, 2007 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner V'? THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: McCully - Adair Street Annexation/Rezoning AX-01-07-04 & RZ-07-01-04 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning of the McCully / Adair Street Parcel? BACKGROUND: General Location: The subject property is located on the west side of Adair Street, 155 feet north of Vignetti Park. Parcel Identification Numbers: 08-22-28-0000-00-050 Parcel Size: 0.8 +/-acres Actual land use and unique features of the subject properties: The parcel is currently vacant; however, the proposed use is for two single family homes after a short form subdivision plat is processed under a separate review. There are no unique features on the property. CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since the parcels on the east side of Adair Street are located within the Ocoee City limits. Joint Planning Area Agreement: The subject properties are located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. The applicant is concurrently requesting rezoning of the properties to R-1 (Single -Family Dwelling). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us Rezoning The applicant has requested a City of Ocoee zoning designation of R-1 (Single -Family Dwelling). According to the Land Development Code, the R-1 zoning designation is intended for areas shown on the Future Land Use Map as "Low Density Residential". The R-1 zoning designation is consistent with the adopted future land use designation of Low Density Residential, shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcels, Staff determined that urban services could be adequately provided to the subject properties. Should the applicant choose to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use and initial zoning classifications are consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use and initial zoning are also consistent and compatible with surrounding properties. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On February 28, 2007, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation and rezoning of the McCully / Adair Street parcel as presented. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 0.8 +/- acres of land known as the McCully / Adair Street parcel, and rezoning to "R- 1" Single -Family Dwelling District. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report O:\Staff Reports\2007\SR07011_MWR_McCully AnnexationReZoning PZ.doc Page 2 of 2 McCully Annexation and Rezoning Location Map EY 0 6TH �N ��CCfl OSic Property Low its Pesidential Medium Density lResidential High Oenstty Restdential Light nd-ust'ia I Heavy Ind t, 1 R ation and Cpen Space C CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-01-07-04 APPLICANT NAME: Charles McCully PROJECT NAME: MCCULLY ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Michael Rumer A. Applicant/Owner 1. Owner (if different from Applicant): T Same B. Property Location 1. General Location: West side of Adair Street, 155' North of Vignetti Park 2. Parcel Identification Numbers: 08-22-28-0000-00-050 3. Street Addresses: Unassigned on Adair Street 4. Size of Parcels: 0.8 acres C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Proposed plat for two single-family residences 3. Density / Intensity: 2.5 Dwelling Units/Acre 4. Projected Population: Unknown D. Zoning and Land Use E. 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: Citrus Rural 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 Consistency 1. Joint Planning Area Tyes 2. Comprehensive Plan: I Yes FIRE DEPARTMENT Chief Richard Firstner 1. Estimated Response Time: 3-5 Minutes 2. Distance to Property: Distance from Station 2 (Clarke Rd & A.D. Mims) is 3.0 miles 3. Fire Flow Requirements: Fire flow is 750 gpm POLICE DEPARTMENT Chief Ron Reffett 1. Police Patrol Zone / Grid / Area: Zone 2 / Grid 71 2. Estimated Response Time: 4 minutes for emergencies. 3. Distance to Property: Approx. 2 Miles 4. Average Travel Time 10 minutes normal drive time. Page 1 of 3 Applicant Name: City of Ocoee Project Name: McCully Annexation and Rezoning Case #: Ax-01-07-04 IV. ECONOMIC VALUE Michael Rumer 1. Property Appraiser Taxable Value: $32,000 2. Property Appraiser Just Value $32,000 3. Estimated City Ad Valorem Taxes: $574 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: $38,775.28 6. Total Project Revenues: Unknown V. BUILDING DEPARTMENT Michael Rumer 1. Within the 100-near Flood Plain: No I. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 10" Water Main on Adair Street. C VII. C. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes, Applicant will be required to extend. 4. Location and Size of Nearest Force Main: Man Hole and 8" gravity located at Nicole and Adair. 5. Annexation Agreement Needed: No Other 1. Utility Easement Needed: Unknown 2. Private Lift Station Needed: Unknown 3. Well Protection Area Needed: Yes TRANSPORTATION Michael Rumer 1. Paved Access: Yes 2. ROW Dedication: Will be reviewed at time of subdivision. 3. Traffic Study: N/A 4. Traffic Analysis Zone: 563 Page 2 of 3 VII Applicant Name: City of Ocoee Project Name: McCully Annexation and Rezoning Case #: Ax-01-07-04 I. PRELIMINARY CONCURRENCY EVALUATION Michael Rumer At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists; however, this condition C. Water / Sewer: may change and will be subject to a concurrency evaluation during the site plan approval process. Any extensions will be the responsibility of the applicant. N/A D. Stormwater: At this time, adequate solid waste capacity exists; however, this condition may E. Solid Waste: change and will be subject to a concurrency evaluation during the site plan approval process. Actual impact fees will be calculated during the site plan approval process. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments When developed, the property will be developed under the same requirements as other non -city owned properties. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer These properties are contiguous with the City Limits and reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ITEM NUMBER IV. D West 50 Commercial Subdivision Annexation and Rezoning Preliminary/Final Subdivision Plan Mayor S. Scott Vandergrift City Manager Robert Frank .___rr•__ . STAFF REPORT TO: Planning & Zoning Commission FROM: Bobby Howell, Senior Planner Bk THROUGH: Russ Wagner, AICP, Community Development Director DATE: March 8, 2007 RE: West 50 Commercial Subdivision Annexation and Rezoning Project # AR-05 06-24 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning of West 50 Commercial Subdivision? BACKGROUND: Parcel Identification Number: 30-22-28-0000-00-006 General Location: The subject property is located east of SR 429 and north of the Florida Turnpike in unincorporated Orange County. The applicant is proposing to develop a four lot commercial subdivision on the subject property and the property to the north, which is currently in the City and is zoned C-3 (General Commercial). The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial General Commercial C-3 Vacant East Commercial Orange County Agricultural A-1 Twelve Single -Family residences South None, road right-of-way None, road right-of-way Florida Turnpike West None, road right-of-way None, road right-of-way SR 429 Property Size: Approximately 2.25 acres. March 13, 2007 Planning and Zoning Commission Page 2 Actual land use and unique features of the subject property: The subject property is vacant. The proposed land use is a four lot commercial subdivision. No unique features exist on the property. CONSISTENCY WITH STATE AND LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. Annexation of the subject property will assist in eliminating an existing enclave that the subject parcel is contained within. The subject parcel is contiguous to the City limits on the north, and therefore, eligible for annexation. In addition, the developer will be required to enter into an Annexation Agreement with the City that will require the developer to construct a project road with a 60-foot wide right-of-way. The Annexation Agreement requires the project road to be completed and dedicated to the City as a public roadway prior to the issuance of a Certificate of Completion for the subdivision improvements. Additionally, the Annexation Agreement requires the developer to extend sanitary sewer lines to the property from the existing point of connection on the north side of SR 50, and places limits on the types of uses that can be developed on the property. Joint Planninq Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. The applicant is concurrently requesting rezoning of the property to C-3 (General Commercial). Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: The applicant has requested a City of Ocoee zoning designation of C-3 (General Commercial). According to the Land Development Code, the C-3 zoning designation is intended to serve a considerably greater population and offer a wider range of services than any other commercial zoning district. The C-3 zoning designation is consistent with the adopted future land use designation of Commercial as shown on both the City of Ocoee and Orange County Joint Planning Area future land use maps, and the zoning of the northernmost parcel, which is currently in the City. The rezoning is consistent with the CRA (Community Redevelopment Area) Plan, the State Road 50 Activity Center Plan, and is best suited for commercial development that is detailed within these plans. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." March 13, 2007 Planning and Zoning Commission Page 3 DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcels, Staff determined that urban services can be adequately provided to the subject properties. When the applicant chooses to develop the property in the future; however, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The rezoning to C-3 is consistent with both the City of Ocoee and Orange County Joint Planning Area future land use maps. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 7, 2007 to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation of the West 50 Commercial Subdivision subject to the execution of the Annexation and Developers Agreement. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Annexation and Rezoning of the West 50 Commercial Subdivision subject to the execution of the Annexation and Developers Agreement. Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Annexation Feasibility Analysis Report Conditions of Approval 0:\Staff Reports\2007\SR07014_BH_West_50_Annex&Rezone.doc West 50 Commercial Subdivision Annexation & Rezoning Location Map v m 0 0 t COLO t Q cn z � w a U) a FLORIDAS TURNPIKE ON RP N FLORIDAS TURNPIKE MARSHALL FARMS TOMYN TURNPIKE ON RP N FLORIDA$ TURNPIKE CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AR-05-06-24 APPLICANT NAME: West 50 Properties, Inc. PROJECT NAME: West 50 Commercial Subdivision This form is used to evaluate annexation requests to determine the feasibility of providing urban services tc individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Terry James, AICP A. 1 1. Owner (if different from Applicant): I I B. Property Location 1. General Location: South of SR50/Colonial Drive between the Turnpike and SR429/Western Beltway interchanges 2. Parcel Identification Number: 30-22-28-0000-00-006 (southern most parcel) to annex; whole project includes the northern parcel that is already in the City (PIN 30-22-28-0000-00-003) and is the frontage for the southern parcel. 3. Street Address: 11890 West Colonial Drive (from northern parcel) 4. Size of Parcel: 2.14 acres C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Mainly retention for the northern parcel 3. Density / Intensity: Unknown. 4. Projected Population: Unknown. D. Zoning and Land Use 1. Orange County Future.Land Use: Commercial (from JPA-LUM) 2. Orange County Zoning: A-1: Agriculture 3. Existing Ocoee Future Land Use: n/a-parcel to be annexed. 4. Proposed Ocoee Zoning: C-3: General Commercial E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Chief Richard Firstner 1. Estimated Response Time: 2-4 minutes 2. Distance to Property: 2.3 miles from Fire Station 1 3. Fire Flow Requirements: 500 gpm III. POLICE DEPARTMENT Chief Ron Reffett 1. Police Patrol Zone / Grid / Area: South zone/Grid 116 Page 1 of 3 Applicant Name: West 50 Properties Project Name: West 50 Commercial Subdivision Case #: AR 05-06-24 2. Estimated Response Time: 4-5 minutes 3. Distance to Property: Approx. 5 miles. 4. Average Travel Time 10-15 minutes ' IV. ECONOMIC VALUE Terry James, AICP 1. Pronertv AoDraiser Taxable Value: $ 283,550 2. Property Appraiser Just Value $ 283,550 3. Estimated City Ad Valorem Taxes: Unknown 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: Unknown 6. Total Project Revenues: Unknown V. BUILDING DEPARTMENT 1. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water VII. E Terry James, AICP No David Wheeler. P.E. 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes 4. Location and Size of Nearest Water Main: Water on the south side of SR50/12 inch line. . Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: Economic Court & SR50/8 inch gravity main. 5. Annexation Agreement Needed: Yes C. Other 1. Utility Easement Needed: Yes 2. Private Lift Station Needed: Yes 3. Well Protection Area Needed: No TRANSPORTATION Terry James, AICP 1. Paved Access: Yes 2. ROW Dedication: Yes in reference to the widening of SR50 to six lanes. 3. Traffic Study: Yes _ 4. Traffic Analysis Zone: 622 Page 2 of 3 Applicant Name: West 50 Properties Project Name: West 50 Commercial Subdivision Case #: AR 05-06-24 . PRELIMINARY CONCURRENCY EVALUATION Terry James, AICP At the time of this analysis, sufficient roadway capacity existed to A. Transportation: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. n/a — non-residential use. B. Parks / Recreation: At the time of this analysis, sufficient water/sewer capacity existed to C. Water / Sewer: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. The applicant will be required to handle stormwater retention on -site. D. Stormwater: At the time of this analysis, sufficient solid waste capacity existed to E. Solid Waste: accommodate the proposed annexation. This condition may change and will be subject to an official concurrency evaluation during the site plan approval process. To be determined upon development. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments This site will be required to enter into an Annexation Agreement. For the specifics of the agreement, see the attached, Proposed Conditions of Approval. West 50 Commercial Subdivision. X. CONSISTENCY WITH STATE REGULATIONS: Terry James, AICP The property is contiguous with the City Limits and lessens an enclave; therefore this annexation is consistent with Ch. 171.043(1) & (2), Florida Statutes. Note: Fire Dept. response based on the time/distance to the frontage property. Page 3 of 3 EXHIBIT ►►B►► Conditions of Approval 1. The Owner agrees not to undertake any development within the "Frontage Strip" (as defined in the DOT Agreement). All setback and buffer requirements for the development of the Property will be measured from the southern boundary of the Frontage Strip. 2. Notwithstanding the conveyance of the Frontage Strip from the Owner to FDOT, the Owner will continue to maintain and keep in good repair the Frontage Strip until such time that FDOT begins construction of right-of-way improvements on the Frontage Strip. 3. The Owner will construct, in accordance with FDOT standards, the two access points to the Property as follows: Access Point No. 1, as depicted on the Final Plan, will be located across State Road 50 from and aligned with the entrance to that parcel of property identified by Property Tax Identification No. 19-22-28-0000-00-054 (the "Manheim Parcel"). This access point will consist of a right-in/right-out traffic configuration with a right turn deceleration lane along with a directional median for left -turn access from the westbound lanes of State Road 50, or as otherwise approved by FDOT. Access Point No. 2, as depicted on the Final Plan, will be located approximately 300 feet east of Access Point No. 1, or as otherwise permitted by DOT. This access point will consist of a right- in/right-out traffic configuration with a right turn deceleration lane, and no median opening within State Road 50. The Owner reserves the right to relocate Access Point No. 2 farther east so long as all lots are at least one (1) acre in size and the FDOT will permit such access. The Owner will be responsible for all construction costs associated with these two access points, and will not receive City impact fee credits. 4. Upon written request from the City, the Owner will grant to the City a 10-foot utility easement along the entire southern boundary of the Frontage Strip. In addition, a 25-foot landscape buffer will be provided as required by the City, and located coterminous with the required utility easement. Owner shall be allowed to place required landscaping within the 10-foot utility easement with understory and overstory trees placed within the remaining 15 feet of the 25 foot buffer. 5. There will be joint and cross access between Lot 2 and Lot 3 as depicted on the Final Plan. All cross access points will be sufficient distance from State Road 50 and the Project Road, as determined by the City, in order to address any traffic backup at such cross access points that could adversely affect the traffic at Access Points 1 and 2. 6. The Owner will provide, at no cost to the City, adequate retention and drainage for all public roadways on the Property, including the Project Road, in accordance with all City requirements. 7. The development of the Property shall be consistent with the requirements of the City of Ocoee Code. 10 8. Nothing herein shall be construed to waive any provision of the City of Ocoee Land Development Code unless expressly set forth on Exhibit "C" hereto. 9. Any damage caused to State Road 50 as a result of the construction activities related to the development of the Property shall be promptly repaired by the Owner to the applicable governmental standards at the Owner's sole cost and expense. 10. The Property will connect with potable water service in accordance with Ocoee standards, and provide, at the Developer's cost, an extension from the existing point of connection. 11. Intentionally omitted. 12. The lift station on the Property will be sized for all potential uses on the Property as well as for planned uses on the Walia Property (as defined in the DOT Agreement). The lift station shall be located on a separate tract and shall be conveyed to the City upon completion and shall thereafter be maintained by the City. 13. Owner shall install a reuse system on the Property that will connect at the intersection of the internal street and SR 50. The system shall provide a reuse line to each lot. The system shall not be connected to the City's reuse water system until such time as the City has extended its reuse lines to a public right-of-way adjacent to the Property. Until connection to the City reuse system can be made, the Owner shall add a temporary jumper between its internal reuse system and potable system and shall cap the reuse main at SR 50. Owner shall, on the temporary jumper connection, install a reduced pressure zone backflow device (A.S.E. 1013). 14. Owner shall grant the owner of the Walia Property a sign easement to allow the end users of the Walia Property to have a joint sign with Owner at the Project Road's intersection with SR 50. If the Walia Property has only one end user, the joint sign shall be limited to 72 square feet of sign face with 36 square feet for the Owner's use and 36 square feet for the Walia Property use. If the Walia Property has two separate end users, the joint sign shall be limited to 108 square feet with 36 square feet for the Owner's use and 36 square feet each for the two end users on the Walia Property. With this exception, Owner's signage program shall otherwise conform with the City of Ocoee Land Development Code. 15. 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 should be construed as such an exemption. 16. Owner shall install two fire hydrants on the site. One shall be located on the south side of the Access Road at the entrance to Lot 1 and one shall be placed at the east end of the internal roadway. Owner shall also, in the Declaration of Covenants, Conditions and Restrictions imposed on the Property, require the purchaser of Lot 2 or the purchaser of Lot 3, whichever is first to develop, to install a third fire hydrant to be located at the 11 turnout of SR 50 to access Lots 2 and 3. Each fire hydrant shall be OSHA Yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant. 17. Streetlights will be installed prior to a Certificate of Completion being issued, and the cost of operations will be assumed in accordance with the provisions of the City of Ocoee Land Development Code in effect at the time of issuance of a Certificate of Completion. 18. All on -site utilities including electrical, cable TV and telephone shall be placed underground. 19. All existing structures (including buildings, power lines, existing aerial and utility facilities) and related easements will be removed and/or terminated prior to or during construction of the development replacing those uses. 20. The development of this project will incorporate the stormwater needs of all public roads within the project. 21. All drainage, utility and maintenance easements shall be for the benefit of the property owners association or other designated maintenance entities. The drainage and utility easements shall be dedicated to the perpetual use of the public at the time of platting. 22. An emergency access easement to the retention ponds and over all drainage easements shown hereon shall be dedicated to the City for emergency maintenance purposes at the time of platting. The emergency access easement will not impose any obligation, burden, responsibility or liability upon the City, to enter upon any property it does not own or take any action to repair or maintain the drainage system on the property. 23. All access rights to all public roads, except at approved locations shown on the Plan, shall be dedicated to the City of Ocoee at the time of platting. 24. A property owner's associations will be created for maintenance and management of all common areas, unless otherwise noted. All tracts owned by the City, if any, shall be exempt from assessments by, or participation in, property owner associations unless otherwise agreed to by the City. Notwithstanding the foregoing, the City on its own may elect to participate on the Board for any property owner association formed and/or retain voting rights for tracts owned by the City. 25. All legal instruments, including but not limited to the property association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 26. All tracts, which are to be owned and maintained by the property owner's association, shall be conveyed to the property owner's association by warranty deed at the time of platting. 12 27. Existing trees 8" dbh 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. 28. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots containing protected trees, there will be no grading or other construction on individual lots, except as specified in the Final Subdivision Plan, until building permits are issued for those lots. 29. Unless otherwise noted, a 5' utility and drainage easement will be platted along all side lot lines and 10' utility, drainage and sidewalk easement adjacent to the street rights -of - way. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved. 30. 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. 31. In order to ensure that as many existing trees as possible will be preserved, all road rights -of -way and retention areas will be flagged for review by the City and the Engineer prior to any tree removal. No clearing permits will be issued for site work or building construction until all trees to be preserved have been clearly marked with tree protection barriers. 32. Removal of existing trees will be limited to clearing road right-of-way and retention areas as detailed in these plans. All existing protected trees on individual lots will be evaluated at the time a building permit is issued for that lot, to determine whether or not each tree needs to be removed. 33. The Developer shall construct appropriate curb cuts to enable access ramps at all rights - of -way intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged, and otherwise comply with all Americans with Disabilities Act ("ADA") requirements. When sidewalks are constructed on comer lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. The property owners association will be responsible for the continued maintenance of all streets and sidewalks in accordance will all ADA requirements that may now or hereinafter be applicable to the project. 34. In the event the master stormwater retention ponds are conveyed to a property owner's association (the "Association") then the Developer shall remain responsible for the maintenance of the project's master stormwater management system ("SWMS"), including all master stormwater retention ponds, until such time as: (i) the SWMS for the project is constructed and appropriate certificates of completion issued by both the City and the SJRWMD, (ii) the master stormwater retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association, (iii) the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer 13 records required by SJRWMD have been executed and accepted by SJRWMD, (iv) the City has been provided with a copy of the developer's proposed maintenance plan with respect to the SWMS, and (v) the City has been provided with a written statement from the Association acknowledging receipt of the Developer's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 35. All Declaration of Covenants and Restrictions affecting the property shall include the following provisions: 36. Provision allowing the City to levy, collect, enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. 37. Provision granting the City the right, but not the obligation, to maintain/repair the SWMS and obtain reimbursement from the Association, or from the Developer if (i) turnover of control to the members has not occurred, or (ii) if the Developer is still responsible for maintenance of the SWMS. 38. Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. 39. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. 40. Provision that at the time of turnover of control of the Association to the members, the Declarant shall deliver to the new Board of Directors the maintenance plan for the SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required the Declarant shall be required to diligently undertake such corrective action at the Declarant's expense and to post a cash bond with the Association for the estimated costs of such corrective action. 41. Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association. 42. Provision that any amendment to any provision affecting the City requires the consent of the City in an instrument recorded with the amendment. 43. The Articles of Incorporation and Bylaws of the Association shall be consistent with the foregoing provisions. 44. There shall be no access from the project to any public roads except at the approved locations shown on the Plan. 14 45. All commercial Lots will be a minimum of 1 acre in size. 46. All commercial Lot uses shall conform to the Master Architectural, Signage, Lighting and Landscape Package Plans, which will be provided when the first commercial Lot is developed and which will be subject to approval of the City. 47. The Final Grading Plan will preserve existing grades on individual lots containing protected trees as much as possible. 48. The finished floor elevation of all lots will be a minimum of 2' above the 100 year flood elevation. 15 Mayor S. Scott Vandergrift City Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, Senior Planner N THROUGH: Russ Wagner, AICP, Community Development Director DATE: March 8, 2007 RE: West 50 Commercial Subdivision Preliminary/Final Subdivision Plan Project # LS-2006-005 ISSUE: Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for West 50 Commercial Subdivision? BACKGROUND: West 50 Commercial Subdivision is approximately 12.24 acres in size and is located on the south side of SR 50/Colonial Drive, north of the Florida Turnpike, and east of SR 429. The Preliminary/Final Subdivision Plan proposes the construction of infrastructure for a four lot commercial subdivision. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial General Commercial (C-3) Mainheim's Auto Auction, and an Automobile Sales Lot that is currently under construction. East Commercial Orange County Agricultural A-1 Twelve Single -Family residences South None, road right-of-way None, road right-of-way Florida Turnpike West None, road right-of-way None, road right-of-way SR 429 DISCUSSION: The preliminary/final subdivision plan for West 50 Commercial Subdivision will be accessed via an access road with a 60-foot right-of-way width leading from SR 50. The terminus of this road will be at the eastern property boundary. This road will serve as the point of access from SR 50 for the property to the east at the time it develops. Per the Annexation Agreement with the City, the road must be completed and dedicated prior to the issuance of a Certificate of Completion for all subdivision improvements. March 13, 2007 Planning and Zoning Commission Page 2 A second point of access from SR 50 has been proposed approximately 290-feet east of the access road. This point of access will be provided between Lots 2 & 3 and is shown as a cross -access easement on the plans. The subdivision plan details the construction of a master retention/detention pond that will serve all four lots in the development. The pond will be contained within a 2.20 acre tract that will be dedicated to and maintained by a yet to be established Property Owners Association. A 10-foot wide landscape buffer consistent with the rear and side yard buffer regulations as prescribed in the Land Development Code has been provided around the perimeter of the retention pond. Site and buffer landscaping for each lot will be required at the time that each lot develops. Per the Annexation Agreement, the developer will provide a lift station in a tract that will be dedicated to the City. The lift station will serve the proposed development and the property to the east at the time it develops. The Annexation Agreement limits the types of uses that can be developed on the subject property. Uses such as: automobile sales, equipment sales, mobile home, travel trailer sales, and motor vehicle wholesales are prohibited on the subject property. The Annexation Agreement permits uses such as: self -storage warehouses provided it is a climate controlled structure with architecturally upgraded design, a car -wash provided it is an enclosed automated type with architecturally upgraded design, and drive-in restaurants excluding those that would be typically considered "fast-food" such as McDonalds, Burger King, Wendy's, Hardees, and Checkers. The applicant has requested three waivers to the Land Development Code, which will be presented separately to the City Commission. The first of the waivers is to Section 6-14C (2)(b)(i) which requires a minimum of a 25-foot landscape buffer along SR 50. The applicant seeks a waiver to this requirement to allow a 10-foot utility easement within this buffer. The applicant has justified this request due to a condemnation of right-of-way by FDOT (Florida Department of Transportation) on a portion of the property along SR 50. The second waiver is to Section 6-14C(4)(a) which requires buildings and principal structures to have a cohesive and consistent style. This section of the Land Development Code requires a master architectural theme for commercial subdivisions in the City. The applicant seeks a waiver from this requirement to allow buildings and principal structures to be designed consistent with individual end users commonly and nationally recognized architectural designs. The applicant has justified this request by stating it will attract nationally recognized and desirable commercial uses in furtherance of the City's economic goals. The third waiver the applicant has requested is to Section 6-14C(5)(h) which requires shared ground to be limited to 70 square feet for two users, and to 100 square feet for three or more users. The applicant has requested a waiver to this requirement to allow a 72 square foot sign for two users, and a 108 square foot sign for three users. The applicant has justified this request since they will be providing sign face for the property owner to the east who will be utilizing the access road that the owner will construct through the property to gain access from SR 50. Staff supports all waiver requests except for the request to Section 6-14C(4)(a). It is staff's opinion that this request would allow design of the buildings in the proposed development that do not have to adhere to the architectural design guidelines of the Land Development Code. All commercial subdivisions that have been developed in the City since the adoption of this regulation have provided a common architectural theme. Examples of this can be seen in the Olympia PUD, where all commercial buildings have a Mediterranean theme, Plantation Grove, which has a common unifying theme of tile roofs, and all buildings around Wal-Mart, which are designed in a Mediterranean fashion. These requirements have not precluded nationally recognized end users such as Donotos Pizza, Walgreens, Publix, and Wal-Mart from developing in the City. March 13, 2007 Planning and Zoning Commission Page 3 Staff is currently reviewing a site plan for an Advance Auto Parts store, which is a nationally recognized retailer in the Olympia PUD which will be designed with a tile roof. A waiver granted from this requirement will set a precedent which will allow future commercial developments to design buildings in a manner that is contrary to the requirements of the Land Development Code, and will seriously affect the value of the commercial stock in the City. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 7, 2007 and reviewed the Preliminary/Final Site Plan. The applicant was notified of outstanding concerns on the plans from the Planning Division, the Engineering Department, and the Legal Department. The applicant was also notified of several outstanding issues of concern on the traffic study from the City's Transportation Planning Consultant, which has not been finalized to date. No additional concerns were addressed, and the DRC voted unanimously to recommend against approval of the waiver request to 6-14C(4)(a) regarding architectural requirements, and voted unanimously to recommend approval of the Preliminary/Final Site Plan date stamped March 6, 2007, subject to the satisfaction of the outstanding concerns prior to the plans being presented to the City Commission. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for West 50 Commercial Subdivision subject to the items listed in the attached staff reports being incorporated into the final plans prior to the plans being presented to the City Commission. Attachments: Location Map Future Land Use Map Zoning Map Planning Division comments dated March 7, 2007 Engineering Department comments dated March 7, 2007 Legal Department comments dated March 8, 2007 Transportation Planning Consultant comments dated February 14, 2007 Preliminary/Final Site Plan of West 50 Commercial Subdivision, date stamped, March 6, 2007 O:\Staff Reports\2007\SR07013_BH_West50_P&FSP.doc West 50 Commercial Subdivision Location Map FLORIDA MARSHALL FARMS TOMYN 0 Ocoee Community Development: Department I inch equals 899A09680 !, • rinted: March 2007 s operty VIM Light Industrial Heavy industrial Conservation/Floodplains NIavor S. Scott Vandergrift Citv Mana er Robert Frank MEMORANDUM DATE: March 7, 2007 TO: Carolyn Alexander, Development Review Coordinator FROM: Bobby Howell, Senior Planner SUBJ: West 50 Commercial Subdivision — 4" Staff Review Preliminary/Final Subdivision Plan # LS-2006-005 Commissioners Gary Hood, District 1 Scott Anderson, District `? Rusty Johnson, District; Joel F. Keller, District 4 These comments list the concerns of the Planning Division related to the current plan submittal, received March 6, 2007. 1. (Repeat Comment) On Sheet 14, the lift station details note that the lift station will be enclosed with a chain link fence. Please note that lift stations are required to be enclosed with a 6-foot high black decorative fence, and screened with a hedge of sweet viburnum, 36-inches high at the time of planting. (February 16, 2007) 6' high chain link fence is still shown on the plans as the fencing type that will be provided around the lift station. Please note that the lift station should be enclosed in a black, decorative aluminum fence. • (March 7, 20071 A 6-foot high chain link fence is still shown as the fencing type that will be provided around the lift station. Please incorporate the cut sheet of the black, decorative fence type that was sent to the engineer of record by City Staff into the plans, and remove the chain link fence from the plans. 2. (Repeat Comment) Provide a master lighting program for the site both for the public roadway and individual lots. Provide elevations and cut -sheets on a separate sheet. (February 16, 2007) Cut sheets for Roadway lighting poles have been provided on Sheet E0.1. Please note that the street light poles must be Promenade, with flat shoebox lenses not exceeding 30-feet in height. The roadway pictures are not consistent with the specification. Please modify. • (March 7. 2007) Please remove note 2 from the site light specifications that states Decorative Roadway model poles will be provided since ,Promenade style light poles are shown on the cut sheets. I. Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners Gary Hood, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 West 50 Commercial Subdivision — Preliminary/Final Subdivision Plan Large Scale Site Plan — DRC approval subject to the following Engineering Department Comments March 7, 2007 The following are the results of your DRC approval for the above referenced project. If you have any questions pertaining to the requested information, please contact our office. 1. (Repeat Comment) The pond section on sheet 13 indicated two SHGWT at 114 and 116. The geotechnical report indicates that the SHGWT elevations at the two borings within the pond are 114.8 and 118.9. The boring closest to the middle of the pond has a SHGWT of 118.9. Please explain how the pond's NCL was set at 116.00. Please provide a letter from the Geotechnical engineer stating that the seasonal high groundwater table in the proposed pond location is 116.00 in the pre -construction condition not after the proposed orifice has been constructed at 116.00. 2. (Repeat Comment) The stormwater calculations indicate the 100yr storm elevation to be 122.80'. The outfall structure front view indicates the top of grate to be 123.00. This difference does not provide one foot of freeboard. The elevation of the control structure grate should be set at the 100-year storm elevation with 1 foot of freeboard provided between the grate elevation and the top of the pond. 3. (Repeat Comment) Use the actual proposed FDOT SR 50 widening plans as the base file on the Offsite Utility Plan. Include all proposed stormwater structures and pipes from the FDOT SR 50 widening plans onto the Offsite Utility Plan in order to avoid potential conflicts from the forcemain placement and the proposed location of FDOT utilities. Engineering Department Ryan P. Howard, E.I. Engineer II City of Ocoee • 150 N Lakeshore Drive - Ocoee, Florida 34761 Phone: (407) 905-3100 • Fax: (407) 656-8504 - www.ci.ocoeeftus Page 1 of 2 Howell, Bobby From: Rosenthal, Paul [PRosenthal@foley.com] Sent: Thursday, March 08, 2007 9:20 AM To: Howell, Bobby Cc: Wagner, Russ; Wheeler, David; Palmer, Nick; Alexander, Carolyn Subject: West 50 Commercial - DRC Actions From the Desk of: Peat[ E. Rosenthal :FOLEY My Location KatyV-Ca�d m sio www'fale:ycoI i= DRC recommended approval of the West 50 P/FSP at its March 7 meeting subject to various items which included the following: 1) The developer paying 100% of the cost of the sanitary sewer force main, subject to the execution of a refunding agreement incorporating the foregoing and addressing reimbursements to the developer, such agreement to be finalized prior to the City Commission meeting. 2) The developer to pay its proportionate share of the the cost of the lift station upgrade for the lift station serving the property. 3) Receipt and acceptance by the City a a final traffic study for the project and the addition to the P/FSP of appropriate traffic mitigation, if any, based on such study. 4) A DRC recommendation that the City Commission deny Waiver #2 requesting a waiver from the architectural requirements of the Code. Paul E. Rosenthal Foley & Lardner LLP I I I North Orange Avenue #1800 Orlando, Florida 32801 Direct Phone: 407-244-3248 E-Mail: prosenthal foley.com rl�INFO The preceding email message may be confidential or protected by the attorney -client privilege. It is not intended for transmission to, or receipt by, any unauthorized persons. If you have received this message in error, please (i) do not read it, (ii) reply to the sender that you received the message in error, and (iii) erase or destroy the message. Legal advice contained in the preceding message is solely for the benefit of the Foley & Lardner LLP client(s) represented by the Firm in the particular matter that is the subject 3/8/2007 Page 2 of 2 of this message, and may not be relied upon by any other party. Internal Revenue Service regulations require that certain types of written advice include a disclaimer. To the extent the preceding message contains advice relating to a Federal tax issue, unless expressly stated otherwise the advice is not intended or written to be used, and it cannot be used by the recipient or any other taxpayer, for the purpose of avoiding Federal tax penalties, and was not written to support the promotion or marketing of any transaction or matter discussed herein. 3/8/2007 RENAISSANCE PLANNING GROUP 100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487-0061 . fax: 407-487-0058 February 14, 2007 Mr. Russ Wagner, AICP Planning Director City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 Subject: West 50 Commercial Subdivision, V Traffic Impact Study Review Ocoee Project No. LS-2006-005 Dear Mr. Wagner: At your request, Renaissance Planning Group has reviewed the referenced Traffic Impact Analysis, dated received February 2, 2007, regarding traffic operations and concurrency issues. We have the following questions and comments that we will need revised or answered for the next submittal. • The capacities on Table 1 are incorrect for Maguire Road and Old Winter Garden, the capacity listed in the City CMS database is 34,200. Please revise the table and the LOS calculation. • Please include the table and example for the pass -by trip percentages. • What model was used for the trip distribution? Ocoee doesn't have a 2010 Subarea Planning Model? • Please provide model documentation on the trip distribution, according to figure 3 this project has no impact on Story Road and only 19% of the trips are from in the City of Ocoee. Based on the proposed land uses, 81% of the project trips being regional is hard to believe. �r.-wv..Gi=.@S7Y?Cf�dOr�<.C�-ril RENAISSANCE PLANNING GROUP 100 East Pine Street, Ste 401 Orlando, Florida 32801 . phone: 407-487-0061 . fax: 407-487-0058 • The background traffic calculations are wrong, for the background traffic the existing volumes used are from 2005. Therefore either a growth rate calculated from the historical traffic counts, or a 4% annual growth (from methodology) rate needs to be applied for five years to estimate traffic for 2010. If both of these are less than the vested trips from the cities CMS database than the vested trips will be used for 2010. Since the projected build -out of this project is in 2010 I don't see many segments where the vested trips will be the higher. • The calculations in table 4 should be revised based on the trips distribution comments, and the revised growth rate methodology. • We also request the transportation analysis and projections account for traffic from the Fowler Grove DRI, in the city of Winter Garden. Thank you for the opportunity to comment on this submittal. If you have any questions, please call. Sincerely, Nrc'Lepp Nick Lepp Transportation Planner Renaissance Planning Group \\snapI \shareI \Projects\Ocoee\Reviews\West50Commercial\TIAI.d(,c ..v; .Ala+��O' <..,o! I 3 a J 3 5 0 a rya _ 7 7 7 o PRELIMINARY/FINAL SUBDIVISION PLAN FOR. AARC El �rs w22 w2 S&224, IJQ A IDA JOA A 8AFj#Vj#oAWV#AW#83 PROJECT DIRECTORY: AL(�A T WEST 50 PROPERTIES, A FLORIDAE . PROGRESS ENERGY 1100 RANGE AVENUE WINTER PARK FLORIDA 32789 GENERAL PARTNERSHIP -- 5- 1411 �407d 64 1fi 5G WATER QR� I EQ E S TE 1 1 0IT ORLAHH N FLORIDA Qa FLOR D 32804 r TELEPHONE- SP RINT R IM __ } E ROB E RT W. H WITTr MA NA IN G G NRL PARTNER EMBAR PHONE: 07 3187370 P.O 490048 COLONIAL/SR R COLONIAL/SR FAX.4 7 28—a; EMAIL: twh@hewittresidential.com FLORIDA 32749 2328 1 45 05NNA M AH0 { AMER I CIVIL ( fiAN LCO ENGINEER: SANITARY CITY F OOOEE 5 207 N. MOSS ROAD,SUITE `211 1800 E. . .5 WINTER .....FLORIDARI A 3 SPRINGS, F 0 Q 2 Ax_ x +,� 0 __SPR L wr THOM P 2 2 K T E 3 . A H. EL ON a s �. S H S __ 7 1; LA 3 fi �O RO_ a PHON E. 0 7 _3 7 770 7 905 3100 L 40 2FAX, {{7 7—D 27 �HOALES SMITH T 40 3 2 .....i e EMAIL: to mI tanII net WATER( T( ( . CIT Y OF OOOEE t 1800 A.D. MIMS ROAD U OEO[ARKKS LAND Q SURVEYORS, INC. 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SIGN FACE UNRELATED P ! ! a t, PREPARED FOR:r=0 PR(OPER7 E65 A FLOR [DA e. w Tr v PER CI OF SCi THS CITY E A Q 2 7 20C17 REVISEDE CCfl E I TI- F C S REVISED PER CITY o COEE S , 01 03 2007 HoMAs H. SKELTON, PE CITY F S REVISED P R C 0 4COEE 10 04 2006E GisrRaTsOO. 42752 N SR 50 SITE FLORID �t tK RIQA v N 'o 0 LOCATION MAP PERMIT DATE DATE ISSUED EXPIRES SHEET INDEX, OF SHEETS DESCRIPTION 1 COVERSHEET 2 CONDITIONS OF APPROVAL PLAN SURVEY SHEET 1 OF 1 5 ME PRESERVATION PLAN 6 GEOMETRY PLAN S.R. 8 MASTER UTILITY PLAN 9 PAVING, GRADING & DRAINAGE PLAN 10 STORMWATER POLLUTION PREVENTION PLAN 11 r '_ PLAN & PROFILE 12 OFF SITE UTILITY PLAN 13 RETENTION AREA PLAN 14 PAVING & DRAINAGE STANDARD DETAILS 16 SANITARY SEWER STANDARD DETAILS 17 LIFT STATION STANDARD DETAILS 1 LANDSCAPE PLAN L2 LANDSCAPE SPECIFICATIONS IRRIGATION PLAN .1 LIGHTING PLAN ACAN CIV M E � I I ENGINEERING CO. SUITE 2it T SPRINGS, FLORIDA 20 N. SS ROAD, E PR , FL 32708 PHONE: 40 7 27-7700 F 47327-0227 CERTIFICATE OF AUTHORIZATION NO.: 00008729 V Q C) C-4 0 0 V) V) t- m C) V V) to .0 C) CL 0 0 z U) E .0 EXHIQIj "B" go , 9 CONDII19-N5 OF AEEE9V_Aj cn V) 1. THE OWNER AGREES NOT TO UNDERTAKE ANY DEVELOPMENT WITHIN THE "FRONTAGE STRIP- (AS DEFINED 24. A PROPERTY OWNER'S ASSOCIATIONS WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL �S IN THE DOT AGREEMENT). ALL SETBACK AND BUFFER REQUIREMENTS FOR THE DEVELOPMENT OF THE COMMON AREAS, UNLESS OTHERWISE NOTED. ALL TRACTS OWNED BY THE CITY, IF ANY, SHALL BE PROPERTY WILL BE MEASURED FROM THE SOUTHERN BOUNDARY OF THE FRONTAGE STRIP. EXEMPT FROM ASSESSMENTS BY, OR PARTICIPATION IN, PROPERTY OWNER ASSOCIATIONS UNLESS 2 2. NOTWITHSTANDING THE CONVEYANCE OF THE FRONTAGE STRIP FROM THE OWNER TO FDOT, THE OWNER OTHERWISE AGREED TO BY THE CITY. NOTWITHSTANDING THE FOREGOING, THE CITY ON ITS OWN MAY 0 V) (n la WILL CONTINUE TO MAINTAIN AND KEEP IN GOOD REPAIR THE FRONTAGE STRIP UNTIL SUCH TIME THAT ELECT TO PARTICIPATE ON THE BOARD FOR ANY PROPERTY OWNER ASSOCIATION FORMED AND/OR RETAIN MIN FDOT BEGINS CONSTRUCTION OF RIGHT-OF-WAY IMPROVEMENTS ON THE FRONTAGE STRIP. VOTING RIGHTS FOR TRACTS OWNED BY THE CITY. 3. THE OWNER WILL CONSTRUCT, IN ACCORDANCE WITH FDOT STANDARDS, THE TWO ACCESS POINTS TO THE 25. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE PROPERTY ASSOCIATION DOCUMENTS SUCH PROPERTY AS FOLLOWS: ACCESS POINT NO. 1, AS DEPICTED ON THE FINAL PLAN, WILL BE LOCATED AS ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL ACROSS STATE ROAD 50 FROM AND ALIGNED WITH THE ENTRANCE TO THAT PARCEL OF PROPERTY BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TIME OF PLATTING ALL OR IDENTIFIED BY PROPERTY TAX IDEN11FICATION NO. 19-22-28-0000-00-054 (THE "MANHEIM PARCEL"). A PORTION OF THE PROPERTY. THIS ACCESS POINT WILL CONSIST OF A RIGHT- IN/RIGHT-OUT TRAFFIC CONFIGURATION WITH A RIGHT TURN 26. ALL TRACTS, WHICH ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION, SHALL DECELERATION LANE ALONG WITH A DIRECTIONAL MEDIAN FOR LEFT -TURN ACCESS FROM THE WESTBOUND BE CONVEYED TO THE PROPERTY OWNER'S ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. LANES OF STATE ROAD 50, OR AS OTHERWISE APPROVED BY FDOT. ACCESS POINT NO. 2, AS DEPICTED 27. EXISTING TREES 8- DBH OR LARGER (OTHER THAN CITRUS TREES OR "TRASH'. TREES) LOCATED ALONG ON THE FINAL PLAN, WILL BE LOCATED APPROXIMATELY 300 FEET EAST OF ACCESS POINT NO. 1, OR AS PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL OTHERWISE PERMITTED BY DOT. THIS ACCESS POINT WILL CONSIST OF A RIGHT-IN/RIGHT-OUT TRAFFIC POSSIBLE. THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE CONFIGURATION WITH A RIGHT TURN DECELERATION LANE, AND NO MEDIAN OPENING WITHIN STATE ROAD THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 50. THE OWNER RESERVES THE RIGHT TO RELOCATE ACCESS POINT NO. 2 FARTHER EAST SO LONG AS 28. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH w ui w uj ALL LOTS ARE AT LEAST ONE (1) ACRE IN SIZE AND THE FOOT WILL PERMIT SUCH ACCESS. THE OWNER AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, 0 0 THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS, EXCEPT AS SPECIFIED IN 0 0 WILL BE RESPONSIBLE FOR ALL CONSTRUCTION COSTS ASSOCIATED WITH THESE TWO ACCESS POINTS, AND WILL NOT RECEIVE CITY IMPACT FEE CREDITS. THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. U- U- 4. UPON WRITTEN REQUEST FROM THE CITY, THE OWNER WILL GRANT TO THE CITY A 10-FOOT UTILITY 29. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT EASEMENT ALONG THE ENTIRE SOUTHERN BOUNDARY OF THE FRONTAGE STRIP. IN ADDITION, A 25-FOOT LINES AND 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RiGHTS-OF-WAY. u C3 LANDSCAPE BUFFER WILL BE PROVIDED AS REQUIRED BY THE CITY, AND LOCATED COTERMINOUS WITH THE SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING m REQUIRED UTILITY EASEMENT. OWNER SHALL BE ALLOWED TO PLACE REQUIRED LANDSCAPING WITHIN THE PROTECTED TREES TO BE PRESERVED. ui 0- a- 10-FOOT UTILITY EASEMENT WITH UNDERSTORY AND OVERSTORY TREES PLACED WITHIN THE REMAINING 15 30. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE FEET OF THE 25 FOOT BUFFER. PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 5. THERE WILL BE JOINT AND CROSS ACCESS BETWEEN LOT 2 AND LOT 3 AS DEPICTED ON THE FINAL PLAN. 31. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD ALL CROSS ACCESS POINTS WILL BE SUFFICIENT DISTANCE FROM STATE ROAD 50 AND THE PROJECT ROAD, RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER AS DETERMINED BY THE CITY, IN ORDER TO ADDRESS ANY TRAFFIC BACKUP AT SUCH CROSS ACCESS PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING C) a POINTS THAT COULD ADVERSELY AFFECT THE TRAFFIC AT ACCESS POINTS 1 AND 2. CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE Cl a 04 C14 6. THE OWNER WILL PROVIDE, AT NO COST TO THE CITY, ADEQUATE RETENTION AND DRAINAGE FOR ALL PROTECTION BARRIERS. PUBLIC ROADWAYS ON THE PROPERTY, INCLUDING THE PROJECT ROAD, IN ACCORDANCE WITH ALL CITY 32. REMOVAL OF EXISTING TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS REQUIREMENTS. AS DETAILED IN THESE PLANS. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED C) 7. THE DEVELOPMENT OF THE PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE OCOEE CODE, NEEDS TO BE REMOVED. & NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE C11Y OF OCOEE LAND 33. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL DEVELOPMENT CODE UNLESS EXPRESSLY SET FORTH ON EXHal_TV HERETO. RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO 9. ANY DAMAGE CAUSED TO STATE ROAD 50 AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND �4 THE DEVELOPMENT OF THE PROPERTY SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. DISABILITIES ACT ("ADA") REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED ON CORNER LOTS AT g 10. THE PROPERTY WILL CONNECT WITH POTABLE WATER SERVICE IN ACCORDANCE WITH OCOEE STANDARDS, CERTAIN LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS AND PROVIDE, AT THE DEVELOPER'S COST, AN EXTENSION FROM THE EXISTING POINT OF CONNECTION. WILL THEN BE CONSTRUCTED, THE PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE L run w 11. INTENTIONALLY OMITTED. CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WILL ALL ADA REQUIREMENTS 12. THE LIFT STATION ON THE PROPERTY WILL BE SIZED FOR ALL POTENTIAL USES ON THE PROPERTY AS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. WELL AS FOR PLANNED USES ON THE WALIA PROPERTY (AS DEFINED IN THE DOT AGREEMENT). THE LIFT 34. IN THE EVENT THE MASTER STORMWATER RETENTION PONDS ARE CONVEYED TO A PROPERTY OWNER'S STATION SHALL BE LOCATED ON A SEPARATE TRACT AND SHALL BE CONVEYED TO THE CITY UPON ASSOCIATION (THE "ASSOCIATION") THEN THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE COMPLETION AND SHALL THEREAFTER BE MAINTAINED BY THE CITY. MAINTENANCE OF THE PROJECT'S MASTER STORMWATER MANAGEMENT SYSTEM ("SWMS"), INCLUDING ALL 13. OWNER SHALL INSTALL A REUSE SYSTEM ON THE PROPERTY THAT WILL CONNECT AT THE INTERSECTION OF MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE SWMS FOR THE PROJECT Is THE INTERNAL STREET AND SR 50. THE SYSTEM SHALL PROVIDE A REUSE LINE TO EACH LOT. THE CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SYSTEM SHALL NOT BE CONNECTED TO THE CITY'S REUSE WATER SYSTEM UNTIL SUCH TIME AS THE CITY SJRWMD, (11) THE MASTER STORMWATER RETENTION PONDS INTEND-ED TO BE CONVEYED TO THE HAS EXTENDED ITS REUSE LINES TO A PUBLIC RIGHT-OF-WAY ADJACENT TO THE PROPER cp>- TY. UNTIL ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED CONNECTION TO THE CITY REUSE SYSTEM CAN BE MADE, THE OWNER SHALL ADD A TEMPORARY JUMPER AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BETWEEN ITS INTERNAL REUSE SYSTEM AND POTABLE SYSTEM AND SHALL CAP THE REUSE MAIN AT SR 50� BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED OWNER SHALL, ON THE TEMPORARY JUMPER CONNECTION, INSTALL A REDUCED PRESSURE ZONE BACKFLOW DEVICE (A.S.E. 1013). WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND 14. OWNER SHALL GRANT THE OWNER OF THE WALIA PROPERTY A SIGN EASEMENT TO ALLOW THE END USERS (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING OF THE WALIA PROPERTY TO HAVE A JOINT SIGN WITH OWNER AT THE PROJECT ROAD'S INTERSECTION RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. WITH SR 50. IF THE WALIA PROPERTY HAS ONLY ONE END USER, THE JOINT SIGN SHALL BE LIMITED TO 72 SQUARE FEET OF SIGN FACE WITH 36 SQUARE FEET FOR THE OWNER'S USE AND 36 SQUARE FEET 35. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PRO�ASIONS: FOR THE WALIA PROPERTY USE. IF THE WALIA PROPERTY HAS TWO SEPARATE END USERS, THE JOINT ,36� PROV�SION ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF SIGN SHALL BE LIMITED TO 10B SQUARE FEET WITH 36 SQUARE FEET FOR THE OWNER'S USE AND 36 COMMON AREAS IF THE ASSOCIATION FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL SQUARE FEET EACH FOR THE TWO END USERS ON THE WALIA PROPERTY. WITH THIS EXCEPTION, OWNER'S ALLOWING FOR ADEQUATE MAINTENANCE. SIGNAGE PROGRAM SHALL OTHERWISE CONFORM WITH THE CITY OF OCOEE LAND 0MLOPMENT CODE. 37. PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWMIS 15. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CHAPTER 163 CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN AS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY, OR ITSELF, FROM CONTROL TO THE MEMBERS H THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN MAINTENANCE OF THE SWIVS. EXEMPTION. 38. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE 16. OWNER SHALL INSTALL TWO FIRE HYDRANTS ON THE SITE. ONE SHALL BE LOCATED ON THE SOUTH SIDE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF OF THE ACCESS ROAD AT THE ENTRANCE TO LOT 1 AND ONE SHALL BE PLACED AT THE EAST END OF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT THE INTERNAL ROADWAY. OWNER SHALL ALSO, IN THE DECLARATION OF COVENANTS, CONDITIONS AND ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE RESTRICTIONS IMPOSED ON THE PROPERTY, REQUIRE THE PURCHASER OF LOT 2 OR THE PURCHASER OF ASSOCIATION. LOT 3, WHICH EVER IS FIRST TO DEVELOP, TO INSTALL A THIRD PRE HYDRANT TO BE LOCATED AT THE 39� PROVISION THAT THE ASSOCIATION SHALL AT ALL 71MES BE IN GOOD STANDING WITH THE FLORIDA TURNOUT OF SR 50 TO ACCESS LOTS 2 AND 3. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR SECRETARY OF STATE. AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE 40� PROVISiON THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE CLOSEST TO EACH HYDRANT. DECLAIRZAINT SHALL DELIVER TO Ti4,lE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS :z <r 17. STREETLIGHTS WILL BE INSTALLED PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWIMS IS FUNCTIONING IN ACCORDANCE WITH _j **7* OF OPERATIONS WILL BE ASSUMED IN ACCORDANCE WITH THE PROVISIONS OF THE CITY OF OCOEE LAND ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES 0- DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLETION. ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE 18. ALL ON -SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE UNDERGROUND., ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. 19. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL, AND UTILITY FACILITIES) 41. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE 0 < AND RELATED EASEMENTS WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION SUBJECT TO ASSESSMENTS LE\4ED BY THE ASSOCIATION. clf, 42. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF OF THE DEVELOPMENT REPLACING THOSE USES. THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. 0- 20. THE DEVELOPMENT OF THIS PROJECT WILL INCORPORATE THE STORMWATER NEEDS OF ALL PUBLIC ROADS CL WITHIN THE PROJECT. 41 THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE _< U- 21. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY FOREGOING PROVISIONS. LL_ OWNERS ASSOCIATION OR OTHER DESIGNATED MAINTENANCE ENTITIES. THE DRAINAGE AND UTILITY 44. THERE SHALL BE NO ACCESS FROM THE PROJECT TO ANY PUBLIC ROADS EXCEPT AT THE APPROVED LLJ 0 LLJ EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. LOCATIONS SHOWN ON THE PLAN. S4 .7 o 22. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS 45. ALL COMMERCIAL LOTS WILL BE A MINIMUM OF 1 ACRE IN SIZE. ul 0 SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE 46. ALL COMMERCIAL LOT USES SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND z: TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, LANDSCAPE PACKAGE PLANS, WHICH WILL BE PROVIDED WHEN THE FIRST COMMERCIAL LOT IS DEVELOPED 0 RESPONSIBILITY OR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE AND WHICH WILL BE SUBJECT TO APPROVAL OF THE CITY, ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 47. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED 23, ALL ACCESS RIGHTS TO ALL PUBLIC ROADS, EXCEPT AT APPROVED LOCATIONS SHOWN ON THE PLAN, TREES AS MUCH AS POSSIBLE. SHALL BE DEDICATED TO THE CITY OF OCOEE AT THE 11ME OF PLATTING. 4& THE FINISHED FLOOR ELEVATION OF ALL LOTS WILL BE A MINIMUM OF 2' ABOVE THE 100 YEAR FLOOD Ld ELEVATION. m 9 1AAR 0 THOMAS H. SKELTON, PE REGISTRATION NO, 42752 SHEET: OF: 2 17 C'4 L6 V) cr_ CONSTRUCTION NOTES GRADIM, 1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: GEOMARKS LAND SURVEYORS, INC. DRAWING No.: AME05352.dwg DATED: OCTOBER 15, 2005 REVISION DATE: CONMUCTION NOTES PAVING, LEGEND.- 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY 1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION OCOEE CONSTRUCTION SPECIFICATIONS. PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE 2. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN EXISTING PALM TREE CONSTRUCTION NOTES GENERAL CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH 1 . THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD EXISTING OAK TREE ON THE PLANS. REPORT No.(S): 452735 ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS CAN BE 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION DATED: MARCH 20, 2006 MADE. EXISTING CAMPHOR TREE SHOWN ON THESE PLANS AS APPROVED BY CITY OF OCOEE 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING PROPOSED CURVE DATA LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE MINIMUM WATER M&Ndffig /FORCE MNN A = 447 2955", DELTA BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL R = 75.00'-RADIUS CONDITIONS OF THE VEGETATION. THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE L = 58-25-ARC LENGTH THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE 1. MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE WATM AND SANITARY SEWER SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. MAINS TO COMPLY WITH RULES 62-604.400(2)(g)-(i). F.A.C., 62-604.400 (3). F.A.C., AND PROPOSED STORM PIPE ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT. 5, ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH 62-555.314, AS NOTED BELOW. NECESSARILY LIMITED TO) ARE: SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPIRATION STANDARD 62-555.314 LOCATION OF PUBLIC WATER SYSTEM MAINS. WM - EXISTING WATER MAIN - WATER MANAGEMENT DISTRICT STORM WATER SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MANS" SHALL MEAN MAINS, INCLUDING 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING PROPOSED WATER MAIN (WMI) - FDEP WATER DISTRIBUTION WITH SECT10N 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD WATER; FIRE HYDRANT LEADS; AND SERVICE LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER - FDEP SANITARY SEWER COLLECTION AND TRANSMISSION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION. SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. _Ftvl- EXISTING FORCE MAIN - FDEP-NPDES STORMWATER POLLUTION PREVENTION PLAN (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM - LOCAL CONSTRUCTION PLAN APPROVAL 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE - LOCAL RIGHT OF WAY USE IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MINIMUM TREATMENT AND DISPOSAL SYSTEMS. PROPOSED FORCE MAIN (FM) DENSITY PER A.A.S.H.T.O. T-180, 98% UNDER ROADWAY. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL - LOCAL UNDERGROUND UTILITIES B. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF MY PROPOSED LOT LINE - FOOT DRIVEWAY NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYlNG RECLAIMED - FOOT DRAINAGE DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPIRATION WATER REGULATED UNDER PART 01 OF CHAPTER 62-610, F.A.C. PROPOSED SETBACK LINE 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FlELD By SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEEL BETWEEN THE OUTSIDE OF THE WATER THE CONTRACTOR PRIOR TO STARTING THE WORK, THE ENGINEER ASSUMES 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. PROPERTY LINE (P/L) IN ACCORDANCE WITH SECTION 575 OF THE F�D.O.T. SPECIFICATIONS FOR ROAD (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL RIGHT OF WAY (ROW) LINE NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN AND BRIDGE CONSTRUCTION, LATEST EDITION. DISTANCE OF AT LEAST SIX FEEr, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF T14E WATER MAIN ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTMTY IT 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, EASEMENT LINE SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS WASTEWATER FORCE MAIN, OR PIPELINE CONVEYlNG RECLAIMED WATER NOT REGULATED UNDER PART Iff OF UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND PROPOSED CONTOUR LINE It FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER OF THESE UTILITIES WITH THE OWNER OF THE UTILITY PER SSOCOF AND F.S. 556� GRADDE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY O-T�4ERWISE SHOWN ON THE GRADING PLAN. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL EXISTING CONTOUR LINE OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING 12, THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING 5' CONTOUR LINE UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL BARE THE (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION ENTIRE COSTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES. I N S Tki-A 7P 0 N. 381.0065(2). F.S., AND RULE 64E-6.002, FAC. 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS-BUILTS" INFORMATION TO (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARYOR STORM SEWERS, PROPOSED LIFT STATION (LS) THE ENGINEER RELATIVE TO THE LOCATION TO ALL WATER LINES, WATER WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PROPOSED SANITARY SERVICE GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES PROPOSED SANITARY MANHOLE CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES ASM THE OTHER PIPELINE. TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE COUNTY. (8) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PROPOSED FIRE HYDRANT 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE PRESSLRE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPEUNE CONVEYING RECLXMSO WATER SHALL BE LAID SO T14E OUTSIDE OF THE WATER MAN IS AT LEAST 12 INCHES ABOVE OR PROPOSED GATE VALVE APPROVED SITE PLAN AND VERIFIED BY THE CONTRACTOR'S SURVEY. CmmCWN NOTES DRAINAGE- BELOW THE OUTSIDE OF THE OTHER PIPEIJNE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS ABOVE THE OTHER PIPELINE. PROPOSED DOUBLE 3/4" WATER SERVICE NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION, 1, ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE (C) AT THE UTILITY CROSSINGS DESCRI13ED IN PARAGRAPHS (A) AND (8) ABOVE, ONE FULL LENGTH 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CML ENGINEERING COMPANY 24 WITH ST, jot -INS RIVER WATER MANAGEMENT, PERMIT ISSUED FOR THIS PROJECT. OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN PROPOSED DOUBLE 1 - WATER SERVICE HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN rrEM No. a 2� ALL DMINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL PROPOSED FOOT P-2/P-4 INLET ABOVE. F,,D.0,T, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTIUTY COMPANIES OF LATEST EDMON. CONVEYING RECLAIMED WATER REGULATED UNDER PART 4t OF CHAPTER 62-610, FAC., AND AT LEAST SIX THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD 1 THE FOLLOWING F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PROPOSED FOOT P-1/P-3 INLET REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, PHIESE PLANS BY REFERENCE: PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FA.C� PROPOSED MITERED END SECTION (MES) TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHkL INDEX NO. DESCRIPTION (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO 102 SILT FENCES (A) NO WATER MAIN %iALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SMfTARY SUBBASE PREPARATION, 103 TURBIDITY BARRIERS SEWER MANHOLE. PROPOSED STORM MANHOLE 11, FLORIDA LAW (533.851) REQUIRES THAT PERSONS IWING EXCA!A:T*NS IN 104 EROSION CONTROL (8) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED To PASS PROPOSED SIDEWALK PUBLIC OR PRIVATE, STREETS, ALLEYS, RIGHT -OF -WA , �, OR UTILITY EASEMENTS 200 STRUCTURE BOTTOMS - TYPE J AND P THROUGK OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLEr STRUCTURE WITH HAND TOOLS OR POWER EQ- PMENT MUST FIRST OBTAIN INFORMATION 210 CURB INLET TOPS -TYPES 1 2 3 & 4 WHERE fT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE To COMPLY WITH THIS REQUIREMENT ON THE THE LOCATION OF UNDERGROUND GAS PIPE LINES. THE CONTRACTOR 232 DITCH BOTTOM INLETS-TYP� 'C" AND "E" (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WERE SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF 272 CROSS DRAIN MITERED END SECTION ALTERNATNE ROUTING OF T14E WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS 300 CURB & CURB AND GUTTER NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., 5 DAYS PRIOR TO EXCAVATION PER SSOCOF AND F.S. 55& 301 TURN LANES THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIERS OF WATER OR 12, ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPEC71ON BY 310 CONCRETE SIDEWALK PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROm AUTHORIZED PERSONNEL OF THE CITY, COUNTY. STATE, OWNER AND ENGINEER. 500 EXCAVATION EMBANKMENT AND GRADING THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND 13. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN 600 TRAFFIC CONTROL THROUGH WORK ZONES MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DEMN DATA SHALL BE APPROVED BY THE CITY AND THE ENGINEER PRIOR TO THE CHANGI-7 ACCOMPANYING THEIR PERMfT APPLICATION THE FOLLOWING INFORUATICN: BEING MADE IN THE FIELD. 4. PIPE LE'INGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER- 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH COWUCT M44ME. UnUTY SPECIFICATION& LINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF HEADWALLS AND 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAMiG EACH CONFLICT MANHOLE. 14. UPON NOTICE FROM THE CONTRACTOR THAT THE CONSTRUCTION IS COMPLETE MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTCN REQUIREMENTS IN 1. ALL WATER, SEWER AND FORCE MAIN PIPE WILL MEET CITY OF OCOEE AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION WHEN BIDDING MITERED END SECTIONS. SUB -SUB -PARAGRAPHS A. THROUGH 0. BELOW� UTILITY SPECIFICATIONS. AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR k EACH WATER MAIN PASSING THROUGH A CONFUCT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE 5, ALL STORM wATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE MNT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SErTLING BETWEEN THE MAIN AND PIPE (ASTM (,-76, CLASS 111). THE MANHOLE. SATISFACTION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMEN- 6. ALL STORmwATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC. B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED Nt7i&LED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE). TO ACCEPTANCE BY THE OWNER. C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZtQ, TO ALLOW FOR 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, EASY CLEANING OF T14E MANHOLE. AS -BUILT 14FORWTION: D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE MUD AND EROSION DURING CONSTRUCTION AND SHALL PROTECT ALL ADJACENT TO PREVENT LARGE MECTS FROM ENTERING THE MANHOLE. PROPERTIES AND RIGHTS -OF -WAY FROM DAMAGE BY EROSION, SEDIMENTATION (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEw,*TER 0�R A) SANITARY ':,EWER OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-STE SEWAGE TREATMENT *jC, Lx,705g, 1. "rCP- ElEVAMON OF EACH MANHOLE FRAME AND COVER. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATM SO r,"AT DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED THE DRAINS ARE AT LEAST THREE FEET FROM MY EXISTING OR PROPOSED STORM SEWER, S-,�,puwg-tR 2� IINNNErii OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY EROSION/SEDIMENT CONTROL: FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF C��PTEP 62-610, 1 LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER), THE PROJECT SURVEYOR. THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER, FAC.; AT LEAST THREE FEET� AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOM 4. AC7UAL GRADE OF PIPE BETWEEN MANHOLES. 17. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEEL FROM ANY EXISTING OR 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS, IN CONVEMNG RECLAIMED WATER NOT REGULATED UNDER PART fit OF CHAPTER 62-610, FA�C.; AND AT LEAST LINE AND DISTANCE FROM THE MAIN LINE CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL TEN FEET FROM ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT 6. LOiCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND AND DISPOSAL SYSTEMO AS DEFINED IN SECTION 381.0065(2), F.S., AND RUIF 64E-6.002, F.A.C. FT'r,7NG/ACCESSORfES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND EXIT THE SITE, IF THE OPINION OF THE ENGINEER AND/Of? LOCAL AUTHORMES 5) EXCEPTIONS. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE To COMPLY POINT TIES). DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL WITH THE REQUIREMENTS IN SUBSECTION (1) OR (2) ABOVE, THE DEPARTMENT SHALL ALLOW EXCEPTIONS ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET, DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN TO THESE REQUIREMENTS IF SUPPLIERS OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCTION 8) STORM DRNNAGE 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. FEATURES THAT AFFORD A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, ALTERNATIVE CONSTRUCTION FEATURES INCLUDE THE FOLLOWING: t TOP E-I&A'PON OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SAFE AND CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM (A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM ALL OTHIER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, STC.). CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT WATER DISCHARGE POINTS. HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSNG 2� INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, SHALL BE MAINTAINED BY THE CONTRACTOR, 1. CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED, ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED INCLUDING UNDERDRAIN PIPES, 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE OUTFALLS AT MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELJNE. 3, RNNIIEIR7�S Of ALL MITERED END SECTIONS. 19. 3aCff - CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY 1. USE OF PRESSURE -RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCtAMN INITIAL STAGE'S OF CONSTRUCTION. k AC7UAL GRADE OF PIPE BETWEEN THE STRUCTURES. SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOP) BEFORE BEGINNING ANY STANDARDS INCORPORATED INTO RULE 62-555.330, FA.C., FOR THE OTHER PIPELINE IF IT 1S A 0PAWTY- 1 ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE OR VACUUM -TYPE PIPELINE, 5. INNER71 ELEVATION AND TWO HORIZONTAL EXCAVATION IN THE STATE OF FLORIDA UNLESS A SPECIFIC EXEMPTION LISTED TIES FROM PERMANENT VISIBLE IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED 2. USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR OTHER THE WATER "N OR G&ECTS TO ALL STORM STUB -OUTS. 3 EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GWING THE OTHER PIPELINE; OR BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-432-4770 IS COMPLETE. 3. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INC14ES THICK FOR DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION EITHER THE WATER MAIN OR THE OTHER PIPELINE. CNI WATER AND REUSE SYSTEM AND FORCE MAINS INFORMATION. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE (8) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZOwALLY t AC7LfAL' LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO 20. TRENCH SAFETY - CONTRACTOR SHALL COMPLY WITH OSHA TRENCH SAFETY FROM MOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING MOTHER PIPELINE AND 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL STANDARDS 29 C.F.R.,S. 926.650, SUBPART P, AND ALL SUBSEQUENT REVISIONS SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING IS SONG LAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE., F17INCS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO OR UPDATES ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS, THE 1. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) OR CONCRETE e4CASEUENT POINT TIES)� D AND WITH SECTION 553.62, FLORIDA STATUTES. AT LEAST FOUR INCHES THICK FOR THE WATER MAIN; AND 3. LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE f) CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE ? 2. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN PoPACT HYDRANTS. NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) OR CONCRETE e4CASEMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE AT LEAST FOUR INC14ES T14ICK FOR THE OT14ER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER OR PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CON- RECLAIMED WATER. TRACTOR FROM THE RESPONS1811 ITY Tn W01 CUCKIT AKIV UCAC-" 0 F 0 c) uj LLJ 0 Lu 0 TO PROVIDE PROTECTION FOR EROSION, SEDIMENTATION AND TURBIDITY. mi �711111 �77111 THOMAS H. SKELTON, OE REGISTRATION NO. 42752 SHEET: OF: 3 17 Q 6' CHAIN 125,96 �LIW FENCE UNDERGROUND INATERLINE (TYP) 6* CHAIN (MARKED BYOTHERS) 125. 3 LINK FENCE -- W W ----- W PHONE �_A W IN W TER MANHOLE END 1"IP PHONE 12412 125.04 ___--OHE x 117.78 ALL 1?7 41 LB 3778 N89'31'09-W(M) 118 35 Q) IRC TOP OF BANK PHONE --FOC ��7.37'(R) 287.71'(M)DRIVEWAY 119.83 R!�ERS 126.37 SB BOX CONCRETE FIND 4x4 CM o - ff;:�z - FND 5/8 1" -A 118.40 6 2&33 NO ID 124.96 12490 IZ2 2- 116,96 - - - - - - - - - - - - - - - 9.56 '__�-117,16 9,55 ELEC HE b 124.09 _OHE-- 119,64 119 60 X 114,98 16 126 �76-_Nm� 12&90 -ONE- 20 87 Dc' FOC--- CURB INLET --Tz±D-OHE---OHE--,,-jj,- FOC � 1-9 116.72 12709 ORB LET 23 -OHE- T6.96 jc--- ZqLW DITCH 8.34 126,71 TOP=I 215��=4F,)QCC C LOP OF 119.64 5.19 YP) ?7 126 8T =A1 GO FOCJ LF 24`RCP Ip 0.32% 20,37 11848 UNDERGROUND FIBER OPTIC CABLE (T Ei�_ �R455_80 DITCH x121 17 1 DI TCH 117., x (MARKED BY OTHERS) d LF -i6"RC 119.33 TY Y 124.94 122,78 117.38 DE OWE INV=116.06 11833 TR TER 2� 119.54 INV=114,9n RS 5.60 810 U111L THERS) __MzS_ (MARKED By INV=12D' I- x 122,89 118,14 25,48 125�50 EDGEOF PAVEMENT 120.19 119.12 119�30 118.84 118.75 126,50 126-6-5 -X-4-2 118.-"o 118,66 ±41 LF 15"RCP EDGE OF PAVEMENT POC ±50 LF 24'*RCP 119.13 118,66 118.90 CURB INLE I @ 2.307 The North West corner of CURB INLET 127�89 2 7 SC 2' GUTTER 127.19 TOP=126,27 CURB INLET IT9,32 6" CURB (TYP) 119,16 EDGE OF PAVEMENT Section 30, Township 22 TOP=127A5 127�38 196�30 TCP=125�77 127,31 127,61 121 86 0 South, Range 28 East W COLONIAL DRIVE 2 MCI 12�9� RIGHT OF WAY VARIES :E �027.42 CONCRETE MEDIAN 126.84 CURB INLET VC1 MCI MCI MCI -- -- 127,70 CURB INLET 5 C 0 -=-12- MCI MCI MCI MCI M 127,86 MTgP_ 6 MJPP 127,48' 127,68 2' CURB GUTTER (TYP) 127.91 M I -Et- RB INLET Et - M,j TY TOP= 127 27 UNDERGROUND MCI CABLE ( H - _t_1: (MARKED B� OTHERS) W W 'N W W 119,15 119.10 119.16 TEL IEL 122.16 EMENT ��945 - --- - EDGE OF PAVEMENT� 11&90 TEL EDGE OF PAVEMENT 119.68 ±75 I-F 12"RCP 1EI, ----------TEL 119''3_6 11889 EDGE OEPAV 119.31 121,02 OC 08" 124,71 12336 TOP 1 127,69 118.14 IF, TEL '27,11 126 05 D�� Or PAVEMMEN T X 120�06 9.38 FNV= 1 15� 91 X 15 118,91 CO CURB INLET 121 99 (MARKED BY OTHERS) 7 74 119�80 __ - TOP=126,91 85 X124.47 X 122,47 x UNDERGROUND TE' EPHONE LINE (TYF� 120�92 x 119.86 x 19,52 119.13 D17CH11 5.53 INLE X 125.61 -125.10 11 - 118.39 TOP=126. 119�77 -U-9-3Z Top OF 1 '7 09 FOOT Right-of-way Dedication 15' x 120.95 SET 1/2' IRC 19�53 ANK x 121,94 x 119.70 _4LqzLL, x 115.29 L13 6 0 ARDA N89'31'31-E(R,M) 27,01 FENCE IS 125 - 12" 19,83 126�75 12729 X 124,89 X 124,40 BASIS OF BEARING �3 O.R. Book 8827, Page 3428 1�1 994 END X 114�28 117,61 SET 1/2' IRC 1_5 N X 1 126.76 N89-31-29-E(R) 578.18'(R) 9'82 GONCRETE-YW 709.45'(R,M) N89'31'31"E(R,M) AILR ------ 116' E N89-31-31-E(M) 577.71'(M) S86*,51'47"E(R M) 120.44 1K 120.73 119 82 LB , 6994 A - 4� - - - - - - - - - - - - - - - - - - - - - - - 131.74'(MI 117,24 - - - - - - - - - - - - - - - A`1 " OR 146.21",,M) S89'31'29-W(R,M) 290.00'(R,M) 10" 1 120,90 IRC 1 54 x 118.33 S89�31'29-W(R,M) 284.62'(M) 1? 7 L, SET t/2.' IRC 8" 285.09'(R) 26 31 '�56,07 '39-47-W(R) SET 1/2- IRC SOO-28 31-E(R,M) 2 4 03 La 6994 N17 5.DO'(R,M) LB 6994 5.OV(R.M) 8. N17'39'48-W(M) *'17 CR) Z3 7 ;2 10.47'(R,M) 81� 8" 12" 121-02 12" *411- wn� _W li� Q) I., x 122 ?9 12"O�' � ' 8" 21,03 M -6 1126.81 14" 12" 24 8" 25" rz Q) 1 e .�D co SITE BM #2 14" x 122,95 2" 15" 1_- x 126.10 10" To' 28"e m" Q) c' 1/2- IRC e 20' 61� 025"HYSTERIA 8" LB 6994 t7 'C� N tp di 15' 0Z (0 . 0% 0" x 124,24 12"0 6' '0 142,&-- 0" S� 6" 20" G' ge- io" x 122.75 ;0 10" 121,09 9" 4C*' 12" 12" 12" !C" x 120,57 8" 24 X 0 12" 301, 3 120.06X 81, x 123.49 x 121,61 x 12 18" 16"JUNAPER 113 121J3 Z3 20" I57,3_1 20�98 eu 0 124,61 12" 0 16" CU x 125.02 12" 0 Q) '0,5, 10" 24" 8" to x 126,20 6" 24" 12"/16" 8' 10" 36" IRC e PHONE SET 1/2 0- x MANHOLE L8, 1, 6994 15" 8" IC" 6 24" 121,14 120.89 12 C)o 1 8 5 �.o 15" 48 011 - I A' 11 15" P_iONE 10" 4 24" 0 36" �& 10-112- MANHOLE 12" 7" 0� 61. 11 0 I OT� /15" 8" �74 8" 8" 40 IF 0" 24 15 24" 24" 12" lcl� 15 40" 12" US' 24' I e ��'j 9 012"CLUSIER pv� 8"C� USTER '" p '2' 36" 24" sIl/W, *1 Q. 15* G15" 9" 8" 8 12" 12" <,- It-, t" '58,25 15" _0 > 0 15" > 00 15 < < 12" 15" 15" 30" 6" 24" 10" IS" I Q 36" 15 10�1 �0 �X 121.51 36' X 120,85 120,47� 120.66 10' 14" (n 30" 121 16 '44 6 72" -.1 -t:i 30" x 125,25 x 124 3_� 01 ) 14 W _11 C-D x 125 99 X 123.37 10" 6" 1- 0 12q 96 0\ PARCEL ID: rq 30-22-28-0000-00-003 PARCEL ID: Q) co 0\1 41 Ln 0 30-22-28-0000-00-002 C� Q1 12" e7;k X 143.6 3 -r,3 -A 143.72 1:_ 15" 2" Z@ 15" x 122,49 6"CLUSTER 12" �2 120�94 120,96 1-4 10" 12" 01 60' 120' 10" "(D) 30" 00 9"/l 2"CLUSTER @ SCALE: I"= 60' '12 122�77 x 121.95 8" 12" x '2a x 121 81 -'2- 111"i�p I'll 8" X 121 13 x I"", 1 11 -11, n ';R�' 7" 141,40 Ln� � -I, q, ;1 SITE BM #1 2" 12" ELEV-121.17 12 NAJL4 LB 6994 Y j,'073 120 4B1, 120. 9 x 126.21 120,77 x I 24�2S 45,48 145�92 SET 1/2- il�C LB 6994 12' tI,0 x 125.77 18" x 124.91 123.03 A 162,2� x 125.39 8"6' SH[D 126�70 0 X 12046 (PUMP HOUSE) X 11 "'q X x 120,15 24" 2A� LL X 144�64 V% 24" 24"411,424" X x \ POB x 124,57 x 123,03 144,56 G 24" FND 5/5- R SET NO tO FND 1' IP L�� 1/2- S89-31'31-W(R) S89-35'12-W(M) N'51_4'24�20"W(M) NO ID IRS N89'31*31"E - - - - - - - - - - - 6!94 - - - - - - - - - - - --- 580.18'(R,M),3� 24"0 14 f-,'B ��22` 32Z&V(M) %) 16" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O,� 12 741,79' Ot� 12" SET 1/2- IRC G 30" 8" 00. LE 6994 1115,36 163.65 6 'TVYIN Y�%' x. x 125,55 Y\ 2'T WIN 14" 12" S' 8"/12'. 2" LEGAL DESCRIPTION 12" �0� 4mv x 124.21 9 �':� 145,57 2' T A, N LU 10" 10 PARCEL ID: 30-22-28-0000-00-003 x 124.92 5" W 7 vot4 The North 112 -)f the Northwest 114 of the Northwest 114 -Section 30, Township 22South, Range 28 X 144.33 12"TRIPLE L I- X 144�86 4' 1 WIN �3 East, Orange County, Florida; LESS State Road 50 right of way on North & LESS, begin 10 chains x 146.34 DRANG 7" 7" 8" , Zt x 147.32 6, 6 - X 119.98 -137.98 0 70 cw 7 8" 40" South and 6.3 chains East o the Northwest corner ofsaid Section 30; thence run North 264ftet; 7" 8" CD 10" X 0 81, 0) W if x 138.63 1 o" 12" 12' 12" X I 8'Q' i, 0 4 0 PARCEL �D,- -0-035 14' eet; thence run West 46.20feet & LESS North �?' '0" thence run East 46.20fteet; thence run South 26.40f 12" 30-22-28-01,C00'0' 210. 00 'et - fthe West 154. 00 'et o f the Northwest 114 of the Northwest 14 0 th e AVorthwest I/ 12" 41 4 PARCEL [D: C� j U UY j (-' -9 (D 24"IVVIN 1" 0 rl said Section 30 'ing South nf State Road 50 & LESS commence at the Northwest corner -fthe 30-22-28-0000-00-006 ce� ly Northwest 114 nfsaid Section 30; thence run South 77.69fieet; thence run South 583.63feet to the 12" X 120, 1 X1 To" LL 00 3a, 22 Point -CBeginning; thence run East 415.80ftet; thence run North 2640j-'e-et; thence run East 4620 55 x 139.11- - 10" WIN 1/2- IRC j -thence run East 279.78ftet; thence run N42"00'00"W134.90feet; LB 6994 et; thence run South 26.40j'et, 35 �j thence run N22'00'00"W363.86jeet; thence run N.1700'00"W156.04ft-et; thence run West 3669 Q) feet; thence run Wester' - 2 75.84fieet; thence run South 210. 00fieet; thence run West 154. 00jeet; _65 8" 7" 9" ly C) 66 thence run South 3 73.63 feet to the Point ql"Beginning. 124,41 S YA10 OL S A ND A BBRE VIA TIONS. "131-86 X 04. LESS and Except FDO T Right--f- Way Dedication per O.R. Book 882 7, Page 3428. '39�30 N - NORTH MES -AlITERED EA'DSECTION > PARCEL ID: 30-22-28-0000-00-006 E - EAST INV - INVERT 16-7. 17 The South 112 of the Northwest 114 -f the Northwest 114 of Section 30, To wnship 22 South, Range 28 S - SOUTH IF - LENGTH FEET SEIT IRC - W L -ARCLENGTH LB - LICENSED BUSINESS R -RADIUS East, Orange Count ff" EST y, Florida; LESS begin Southeast corner of the South 112 of the Northwest 114 of & I & 138.23 CM - CONCRE TE MONUMENT B BEARING x 137.99 the Northwest 114 of Section 30, Township 22 South, Range 28 East, Orange Couniy, Florida; thence 7i CH CHORD IR - IRON ROD y run North 21.00feet; thence run Westerly 240. 00feet to the South boundar line of the North vest 114 IRC - IRON ROD AND CAP D DELTA ANGLE 152, 9 P.O,C - POINT OF COMMENCEMENT BM BENCHMARK East 240. 00feet to the Point ofBeginning & LESS Cemetery Lot & LESSpart in Turnpike right of -f the Northwest 114 ofSection 30, Township 22 South, Range 28 East, Orange County, Florida; thence 1P - IRON PIPE N&D -NAIL AND DISK run P,O.B� - POINT OFBEGINNING TRANS - TRANSFORMER X 134�31 way & LESS part taken for right ofway per ORB 5435, Page 23 78. (C) - CALCULATED FFE - FINISHED FL 0 OR ELE VA TION 135,41 (P) - PLAT CENTER LINE (M) - MEASURI'�-D PROPERTYLLVE 133 B2, (D) - DESCRIPTION WELL 164.83 Field Date: ORB - OFFICIAL RECORDS BOOK BOLL4RD _1011712005-1 SUR VEYOR'S NOTES OHE - 0 VERHEA D ELECTRIC WATER METER Scale: CONC. - CONCRETE SIGN LELEVATIONS BASED ON ORNA GE COUNTY BENCHMARK L653026, ELEV=I 19.684 (NGVD 29). 60' NO ID -NO IDENTIFICATION LIGHTPOLE 2. LEGAL DESCRIPTION FURNISHED BY CLIENT. AIC -AIR CONOITIONEIR -o-, - POUIER POLE i. 91 Drawn by. 3. BEARINGS SHO WN HEREON ARE BASED ON THE SO UTH RIGHT OF RA Y LINE SDSIFCK C/o - CLEANOUT - HYDRANT OF STATE ROAD 50, THATBEARING BEING N 8903131 " E, AND ISASSUMED. Y11-11 FND - FOUND - HANDICAP Checked by. 4. ACCORDING TO FIRMPANEL NUMBER 12095 C 0220 E, DATED 1210612000 TYP - TYPICAL 6" '�A - OAK TREE .1ND _VZE EIIH THE SUBJECT PROPERTYLIES IN 7,ONE'X'. 07 1 1�16111 IL A= L "_ LFLN 2- V� " �2 _115 �G I IC 1". HL" P_ '0 11 X 6" - ELM TREE AND SIZE 6 -MAPLE TREE ANDSIZE Job Number- 6 ft - EAR TREEAND SIZE C1I1N4BERR)'TREE,tVD SIZE AME05352 Sheet I of I to to 0 F- It t'n L-0 _j E 0 wIn V) cn E)as-nNG CONCRETE 0 U 0 DRIVEWAY in in v) Tom 3' CONCRETE WALK 1> HIGHWAY SION EX, ED E OF P VEMEN WL--DRWE— 0 A T EX, EDGE 'a- 7,%vEMENT -FD F AvE� of 60' 120' RLQKT QF A Y YAMES EX-76- CURB (T�'P) Ex. -GE 6--p 'EN T W— K GUTTER SCALE: 1 60' EX, CONCRETE M DIAN J, J, EX, 2' CURB CUTTER (TYR) SOO*28'31 "E�IRN EX, EDGE OF IAIEMENT S00`28`31 "E R,M)— My _EX, EDGE OF PAVEMENT EX u�7-7'� En -6.-00 R,M z w N89*�3�1 31 1 m) 15" 0 0 0 12* %.le -1 0% - 0 1 u u 4 �l A# LIN 0 C) 6,li-CONCRETE WALK LL. LL- LA - WALL J4"Cj I IqTrg 0 0 0 F �091 IV] I AV E 8 L: t — — ----------- X To— —24 0 0 C-) Xy a' 18. 14 12" F* w 0 CL CL 0- �2 �24 8 5 14" X ( X Ea E3 E3 0. 10" cn v) tn 20" 5"HYSTER�A X2 X, M M Of 10" *0 6. 10" 20" C) a 1 1 w 10" 9" 46' 8 12" 2" 0 C:) a 0:—To Ilk I 1* 25' DRAINAGE & C14 c-4 6-/Io- 12" 30' 8" 24" it I 18- T UTY EASEMENT 20" 16"JUNAPER r C'4 -CZ 1. 40 AC� 12 �.54 AC 36" ll-� 0 " c:) 2A" 12" 8" Lo 1 6" 24 12-/16" 3 LOT sx 8. 113 . x X 2 X 6.YA, 3 12 24� 157, x 5" 48' *0X 24" 10'/12" EXISTING OAK TREE TO REMAIN 8" 40' s" 40� X �' 18, x 15- 4" 12' 5' 214" 15 24 2 X EXISTING OAK TREE TO BE REMOVED 15, G 2'CLUSTER 12" 3" LISTER A 36" 2 E. 15"( 9" EXISTING MAPLE TREE TO REMAIN CD 1 > > 2" 15" it SX EXISTING MAPLE TREE TO BE REMOVED > 15' 24 ca el 'Z"' "", 5% 307 6. A\, 30" EXISTING CHINABERRY TREE TO REMAIN 0 All EXISTING CHINABERRY TREE TO BE REMOVED 14 36* EXISTING ELM TREE TO REMAIN '�4 C-2 �14 12" EXISTING ELM TREE TO BE REMOVED 0 1IN 15" 15" T\ 12" 12� 10, EXISTING EAR TREE TO REMAIN 12" 0 X, EXISTING EAR TREE TO BE REMOVED 12" 44. 'r.- 11 1 � ;a -0. ke-4 -."' C> J;p 0 > e-/�ZtIUSTER 0.04 AC 30' rn TRACT B 3.3 3 AC 24 45'x35' LIFT 2 a -LOT STATION TO BE N 25' DRAINAGE 7" AND MAINTAJNED BY E CITY TOTAL EXISTING INCHES 4409 INCHES EASEMENT 10-COLD RAIN JK 12' SAVE ALL TREES TOTAL EXISTING INCHES TO REMAIN 1668 INCHES ON LOT 1 TOTAL EXISTING INCHES TO BE REMOVED 2741 INCHES X-1 Lz' 20' DRAINAGE & ACCESS EASEMENT w 2.5 6 Va. jill''ll, 111111111 LOT 7" 4 X'- S'x6' SHED a., (FUMP HOUSE) 24" 2 ze 24 ze G, 24- 14, M'TON t7* 61, TVA I TWIN 2" tz"'W'N 32" 12' *4 12' 9" AT X7- 10" 14" 0 I - 8" i2'TWIN 20 14"TWIN u- x 10" 10 1 CI- N 10 0 NOTES: 0 1 . ALL TREES SHOWN TO BE REMOVED ARE LOCATED X 10 ILI4 IN THE RIGHT OF WAY, EASEMENTS, THE RETENTION o 14" '-Z 40' AREA OR IN AREAS THAT WILL BE FILLED MORE THAN cr- 0 10 ;o 0- 0 12 14 TWO FEET. 1 2. ALL EXISTING TREES 8" OR LAR( 7� 45" 3ER (OTHER THAN CITRUS 24"TWIN 4� (A OR TRASH TREES� LOCATED ALONG PROPOSED LOCATIONS Ld * X' 0 rn Lli �2' OF BUFFER WALL OR ROAD RIGHT-OF-WAY LINES WILL 8" cr- 1 11, 1 1. L4 BE PRESERVED IF AT ALL POSSIBLE. 12" uj X 0 7" 9" 6 48, MAR 0 J' (D E R �<zzz ��' OMAS H. SKELTON, PE REGISTRATION NO. 42752 0 SHEET: OF: 5 17 to C) C14 N to C> V) :2 CAI r, PARCEL #19-22-28-0000-00-054 u : Ln MANHEIM REMARKETING LP ACCESS POINT #2 CD ZONED C-3 CITY OF OCOEE n"SPORTATION ACCESS POINT #1 POINT OF ACCESS E 0 MNSPORTATION CONSTRUCT RIGHT IN/RIGHT OUT POINT OF ACCESS DOT R/W PERMIT REQUIRED INSTALL CONC. kr- C�,NSTRUCT RIGHT IN RIGHT OUT CONSTRUCT LEFT AOTE. CONSTRUCT RIGH LEFT DIRECTIONAL fN DRIVEWAY MEDIAN cn N DOT R/W PERMIT REQUIRED TURN LANE SEE SHEET 68 FOR DRIVEWAY CONNECTIONS TURN LANE IF FOOT RIGHT OF WAY IMPROVEMENTS ARE E CONSTRUCTED. CONSTRUCT RIGHT INSTALL 245 LF WALL E)aSnNG ell CON"IETE TURN LANE CONCRETE MEDIAN y 4 D= 3' CONCRETE WALK Tug U) V) U) 1> HIGHWAY s SIGN 0411 EX, E E OF PAVEMENT E EDGE OF PAVE ENT X. WEC RIGH QF WAY VA 0 60' 120' -'UTTE — L — F F F 57'�URB (T7P) EX, EDGE OF PAVEMENT SCALE: 1 60' EX, CONCRETE MEDIAN 41 EX, 2' CURB & GUTTER (TYP) 7" .777 SO 28' 1"E(RM SOO*28'31'E R,M EX� EDGE OF PAVEMENT T _EX EDGE Or PAVEMENT il ED5E_0F F;�1_EMENT"-N_** 5.0 N .00 sm H/CAP RAMPS N890,31,31 "E(R,m) CAP RAMPS EX� 3' CONCRETE WALK 0 EA. SIDE OF D/W 00 SIDE OF D/W WALL N��gxj nm' am U- U- U- ------- _243,65' 77076 mw 89'5'9'M' KI r% 0 0 0 ir_ Cz NLY A = 90*00*02" e-i -R-----25. --T—= 25TU' 15' L = 39,27' 10' TEMPORARY DENOTES LOCATION OF L = 39.27' 10' UTILITY EASEMENT TO BE CONSTRUCTION EASEMENT DRAINAGE EASEMENT a- CL a_ "k, -4 15'x3O' JOINT 10' UTILITY EASEMENT TO BE 91 DEDICATED TO THE CITY 10' UTILITY EASEME NTTO BE USE SIGN DEDICATED TO THE CITY x DEDICATED TO THE CITY (n 2: EASEMENT DENOTES LOCATION OF cn 0 jp� 30.0' CROSS ACCESS 25' LANDSCAPE 25' LANDSCAPE UTILITY & DRAINAGE EASEMENT ej, 25 WS EASEMENT m 0: m BUFFER BUFFER 01 to 25' DRAINAGE& 0 0 0 A", 0 Co C� TILITY EASEMENT (N 04 CN 6 1.40 AC --, --, M 1.54 AC to 8 )A A 89.52'11 LOT C� X LOT C.4 C) R 140.00 2 3 N�' L 219.59' 10, ERWECT OATX TOTAL AREA: 528,949 S.F. 12.14 ACRES 0 7�, 1.-4 A = 89*52'11 EXISTING ZONING: C-3 (NORTHERN PARCEL) R = 170.00' CONCRETE T 1 0 A-1 UN —INCORPORATED ORANGE CO. (SO. PARCEL) R401 R40' L = 266.65' APRONS so m FUTURE ZONING- C-3 (PENDING ON ANNEXATION AGREEMENT) z R40' % 274.19'. FUTURE LAND USE: COMMERCIAL (FOR PERMITTED USES SEE AANNEXATION BUILDING SWENIENT S AGREEMENT) THE BUILDING LOCATIONS, DIMENSIONS A R/W A = 89*52'11 LOT AREA: 384,936 S.F. 8.83 ACRES iO AND USES WILL CONFORM TO CITY OF R = 200,00' OCOEE DEVELOPMENT CODE top jp� L 313.70' 274.19 PARCEL #30-22-28-0000-00-002 TRACT AREA: 97,505 S.F. 2.24 ACRES AA .1cp 51.81' !89.35' 0' RIGHT OF WAY AREA- 46,508 S.F. 1.07 ACRES C4 -.0 yo - 0 1> Pl X ZONED A-1 ORANGE COUNTY 0 0 JASPAL & KIRAN C. WALIA DMWNMeffk ell% tj 0 4 V, MAXIMUM BUILDING DEVELOPMENT OF THIS PROPERTY SHALL COMPLY -;P, v�_ HEIGHT: 45 FEET fQcll 01 4:11- WITH ALL STATE AND FEDERAL REGULATIONS -It -10 64 P_ 0.04 AC 0 TOTAL IMPERVIOUS AREA: 347,42� S.F. 65.7% REGARDING ENDANGERED OR THREATENIED 'SPECIES C?) 35. a r;?� Ch rn OF SPECIAL CONCERN, 3.33 AC, TRACT B 01-% 0 45'x35' LIFT TOTAL OPEN SPACE: 181,526 S.F. 34.3% jr LOT STATION TO BE OWNED EXISTIING LMD USES 25' DRAJNAGE AND MAINTAINED BY THE CITY EASEMENT BUILDING SETEACKS' LANDSCAPE SETBACKS RM ZONE THIS SITE IS LOCATED IN FLOOD ZONE X, AN AREA (ALL LOTS) DETERMINED TO BE OUSTIDE THE 100 YEAR FLOOD ELEV. LOCATION REQUIRED LOCATION REQUIRED PER FIRM MAP NO. 12095CO220 E DATED DECEMBER STATE ROAD 50 50 FEET 06, 2000. 20' DRAINAGE & STATE ROAD 50 25 FEET EXPRESSWAY 75 FEET IMININTOWCE STATINIEW C61 ACCESS EASEMENT SIDE 10 FEET A PROPERTY OWNERS ASSOCIATION WILL BE 2.5 6 AC 20 FEET REAR 10 FEET 11�0 LOT SIDE (ADJACENT TO LOT) 10 FEET FRONT (ALONG INTERNAL ROAD) 15 FEET CREATED BY WEST 50 COMMERCIAL SUBDIVISION 8'�6' SHED 0 c� 'o Z14.061 (FUMP HOUSE) INTERNAL STREET 25 FEET FOR MAINTENANCE OF COMMON AREAS & PRIVATE IK 4 INFRASTRUCTURE MIN. F.F. ELEVATION SIGNAGE 10' 2 FOOT ABOVE 100 YEAR FLOOD ELEVATION SIGNAGE TO COFORM WITH THE CITY OF OCOEE CODE. NW-24'2CrVKM) X 32i30"(M) 1444-1 NATUR& VEGUATM PROTECTION SOIL TYPES w 4. 10' TEMPORARY CONSTRUCTION EASEMENT EXISTING TREES THAT ARE LISTED TO TRACT OWNER & MAINTENANCE REMAIN, WILL BE PROTECTED DURING CONSTRUCTION #54 ZOLFO HYD. GROUP C TRACT A WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. TRACT B WILL PARKING STARMENT STORM WARR RETENTION PARCEL #30-22-28-0000-00-035 BE OWNED AND MAINTAINED BY THE CITY OF OCOEE THE PARKING SPACES WILL BE THE MINIMUM ALLOWED STORMWATER RETENTION WILL BE PROVIDED %IM-011-ML (X r\InM1'4 %o. "MLIM 2 BY THE PROPOSED USE AND WITHIN THE C-3 ZONING, BY A WET DETENTION AREA THAT WILL BE ZONED A-1 ORANGE COUNTY AS WELL AS THE CITY OF OCOEE CODE. DESIGNED IN ACCORDANCE WITH CITY OF OCOEE AND ST,JRWMD REQUIREMENTS. 0 PHASING MW DEDICATION THE SUBDIVISION INFRASTRUCTURE IS TO BE CONSTRUCTED 'u �r ;o THE 60 FOOT RIGHT OF WAY WILL BE C, IN ONE PHASE. EACH LOT TO BE CONSTRUCTED INDIVIDUALLY. DEDICATED TO THE CITY AT TIME OF PLATTING. SY 0 rn TRMM STATMOff ROTABLE WA10 SUPPLY DAILY TRIPS GENERATED: TO BE DETERMINED AT TYPE: CENTRAL WATER SYSTEM X: TIME OF INDIVIDUAL LOT CONSTRUCTION CONNECTION POINT: EX. WMI ON SOUTH SIDE OF WEST COLONIAL DR. PROVIDER: CITY OF OCOEE UTILITIES LMLff STAMEW CAPACITY REQ'D: COMMERCIAL USES THE WATER, SEWER AND REUSE SYSTEMS, UP TO THE METERS, ON SITE WILL BE OWNED AND MAINTAINED BY OCOEE. UIBULATION 4MPERVIOUS OPEN SPACE 431516 SF 30% 116,044 SF 80% 29,011 SIF 20% 12,197 SF 20% 5306 SF 80% 56,424 SF 597. 209 SF 1366 SF 87% IIG " /,- PROPOSED USES* ANY USE STATED IN THE REVISED ANNEXATION IMPOSIM ME OF BUFFERING A' AND DEVELOPMENT AGREEMENT AND CONDITIONS OF APPROVAL. WE%MDS LANDSCAPING BUFFER WILL BE PER CITY OF OCOEE CODE (PER SECTION 7 OF THE ANNEXATM AND DEVELOPMENT AGREEMENT) - AS A MATERIAL INDUCEMENT TO THE 'J, THIS SITE CONTAINS NO JURISDICTIONAL WETLANDS G EEMENT OF THE CV TO ANNEX PARCEL 1, THE OWNER AGREES THAT THE PROPERTY WILL BE DEVELOPED IN ACCORDANCE & WITH T140SE USES PEWITTED IN TABLE 5-1 OF 714E CITY OF OCOEE LAND DEVELOPMENT CODE AS SPECIFIED IN THE "C-32, HE WING USES WHICH ARE EXPRESSLY PROHIBITED ON THE PROPERTY: ADULT SMIMAW SEWER GENERAL COMIVROk DISTRICT, EXCEPT FOR T FCLLO -WELLIFIELD PROTECTION ENTERTANVENT ESTABLISHMENT, MOUCTNE BODY REPAIR; AUTOMOBILE PARKING LOT; AUTOMOBILE REPAIR; AUTOMOBILE SALES TYPE: CENTRAL SEWER SERVICE THERE ARE NO WELLFIELD PROTECTION ZONES ON SITE (NEW AND USED); AUTOUOBILE SERYKE STATION; AUTOMOTIVE WRECKING OR SALVAGE YARDS; BUS TERMINAL; EQUIPMENT SALES; CONNECTION POINT: EX. SAN MH 3225 FT EAST OF PROPERTY FURNITURE RV�AIR AND UPHOLSTERY, HEATiNG AND AIR CONDITIONING SALES AND SERVICE WITH OUTSIDE STOWE; HEATING, PROVIDER: CITY OF OCOEE UTILITIES VENnLATING, ANDIOR PLUMBING SUPPLIES, %.ES AND SERVICE; HOSPITAL, MINIATURE GOLF COURSE/DRIVING RANGE; MOBILE HOME 'V CAPACITY REQ'D: COMMERCIAL USES AND TRAVEL TRAILER SALES; MONUMENT SALES; MOTOR VEHICLE WHOLESALE; MOIAE THEATER; PAWN SHOP; PRE -FABRICATED HOUSE HOMAS H. SKELTON, PE SKIS; M"NG, BOOK BINDING, Lg�� MD PUBUSHING PLANTS; RECREATIONAL VE141CLE PARK; SIGN PAINTING SHOP; 7ORTEGISTRATION NO, 42752 VETERINARY HOSPfTALS AND KENNELS; AND, GOLF COURSE/COUNTRY CLUB. THE FOLLOWING USES WILL BE PERMITTED SUBJECT TO THE LISTED CONOfTIONS: CAR WASS (ENCLOSED AUTOMATED WITH FULL SERVICE DETAILING); SELF -STORAGE WAREHOUSE (CLIMATE CO?M�CLLED STRUCTURE WT54 AR041TECTURALLY UPGRADED DESIGN); DRIVE-IN RESTAURANT (BUT EXCLUDING THOSE THAT SHEET: OF: WOULD BE TYPtCALLY CONSIDERED 'FAST-FOOD* StMILAR TO MCDONALD'S, BURGER KING, WENDY'S, HARDEES, AND CHECKERS). 6 17 cp o c C) to :2 V) c� o r it Lf) tUn ac E ., z o v) (n T. 1%410411 IF— F- 1 ALL CONSTRUCTION METHODS AND MATERIALS SHAt_l. v v CONFORM TO THE LATEST EDITION OF THE ROADWAY V) V) AND TRAFFIC DESIGN STANDARDS AS WELL A5 :THE MOST RECENT EDITION F E ED O O THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION. _--�— -�— 2. ALL DISTURBED AREAS WITHIN THE R W WILL. NEED TO BE REGRADED DAND SODDED WITH ARGENTINA BA I.A. 0 60, 120 SCALE: 1 — 60 . ALL DRIVEWAYS S SHALL 6E CONSTRUCTED PER FDOT INDEX 515 SPECIFICATIONS. 4. A STRIPING TOTHERMOPLASTIC. LL BE LEAD FREE -- 45 MP- 0 0 0 ca v ca 000 w ti w 0 0 0 c, ca ca wow o_ ct a- c� w V) V v) F c�s�o r CONCRVE WALL.. c K r ' T 3 CONCRETE WALK r c c c r m x. RIGHT OF WAY VARIES OPROPS a FaOT IMPROVEMENTS n i".tc . a PROPS IAN o B Y Faor PROPOSED :TT T EX 2 { ) w EXISTING ;-CURB� � ,_,.1� POP s • � I c p � t » .DBEs �- o SIDEWALK Y FaOT Y 1 , E(ft - s aWAI�K t t cS`� t CURE f 8Y FCOT t tt O i 2 r RET sK t X. Ctd�.. E WALK.w. v .r u Q a a (KY a r- na -C a a a I 2 S TOP BAR 2 S 4 OP BT AR 3 P� ., 0 ; -STOP SIGN ...� 14 I 30 STOP SIGN r , ». $° o ro m a r iQ r in 10 67 C 20 F acBL w w LELLO LINE E x 10 YELLOW NE 0 » m 2 AGE dG 6 , 0 LF DOUBLE a UTILITY EMEN T cs YELLOW LINE 1.40 AC 1.54 AC LOT LOT W a T �F 1 :: CL THIS DESIGN D TO BE USED IF FD ~— ES T C) 9 IMPROVEMENTS HAVE NOT COMME NCED ENCED ui Lo o LL- CL CL MAH V' aS l V 5 : Q ,. ]] 5 ] - n a c n i a 5 c s c 0 n HOMAS H. 5KELTON PE ? I I " REGISTRATION NO. 42752 n . b SHEET. 6B OF: 17 n to C) C*4 C) I.- V) LO .0 PARCEL #19-22-28-0000-00-054 C) 0 MANHEIM REMARKETING LP ZONED C-3 CITY OF OCOEE E V) (n V) M ExisnNG 0 4- M M M I CONCRETE U Q Q DRIVEWAY in W V) 3' CONCRETE W K HIGHWAY SIGN _j EX, ED E OF PAVEMENT ot Ex� EDGE OF PAVEMENT —wic 60' 120' RLGI-LT OF AY YA ES EXT-6- SUNRTB(I�R) —EX.-i—DGE 6FPAVE�_E_N7_ 2' CURS �UTTER __R1_ SCALE: 1 60' EX, CONCRE-FE MEDIAN J;I EX, 2' CURB & GUTTER (TYR) S00028'31 "E R,M) S00*28'31 "E R,M) EX. EDGE OF PAVEMENT EX, EDGE OP PAVEMENT 9.00 EX E15GEOF ��AVFME61 0 RN Uj Uj 000 N891031'31 "E(R,M) U U 8 4 Z4 -7A'fi 0 0 L EX. 3' CONCRETE WALK j 12 4� L& U_ U_ U_ 3 V-29" i Sri ZI �.bz (M) see IBM I I NLY WE Sig '(03 (SEE ILLUSTRATION BELOW) Ay 24" STOP BAR & cr- M Uj Uj 30" STOP SIGN SIGN BLANKS: .063 gouge aluminum, chemically treated to meet ASTM 8449 standard (pretreatment for point CL a- a. or reflective sheeting). Dimensions are to be 9"x24' minimum/48" maximum length. 15'x3O' JOINT W/ 'RIGHT TURN M = n i USE SIGN Uj W IAj 25' LANDSCAPE EASEMENT 20 LF DOUBLE ONLY' SIGN UNDERNEATH COLOR, Color of the sign facing shall be "Highway Green* in not less than Engineer Grade sheeting. V) V) BUFFER YELLOW LINE 25' LANDSCAPE t 0% -tp 0 Ao-, 24" STOP BAR & BUFFER I EGEND/UETTERING: One—half Q�") inch white border �" in from edge. Street names shall be 6" series B r- r- to CD CI C) letters, the abbreviated "road, avenue, drive, etc." shall be 3* series 8, and the district number in the upper C) C) C� 30" STOP SIGN 25' DRAINAGE & C*-J C14 all be I)J* series B. W/ 'RIGHT TURN TILITY EASEMENT right comer of sign sh 20 LF DOUBLE ON C14 0 LY' SIGN UNDERNEATH YELLOW LINE 1.40 AC 1.54 AC MOUNTING: Mounting shall be two single —sided signs with attributes above, mounted back to back, with end C14 C) LOT LOT Pop Riveted together, on a galvanized 9" twist bracket. No edge—ciamping style mounting blocks are to be used. W1, 2 3 POP WNIIE* 84CKGROUND RIVET 0 C11.1 112- *H/7F L90RDER CP CITY.PF OCOEE LOGO 8'x6 N MU rp POP INSTALL TEMPORARY RIWT BARRICADE 6' CROSSWALK (SEE� DETAIL THIS SHEET) rN.-a R/W TWIST BRACKET Ao CQ PAR -22-28-0000-00-002 0 ZN CEL #30 JASPAL & KIRAN C. WALIA t; J-1 0 -1 ORANGE COUNTY (0.080 Gouge) ZONED A 24" STOP BAR & 24" SMP BAR & 'DEAD EgU P WARNIN 0" STOP SIGN SIGN __LAjQ _$IgNA 3 30" STOP SIGN �;�u CL 4:1. MATOIAL/SIGN BLANKS & FACINGS: With the exception of the Street Name signs (above) all signs shall F �;7 0.04 AC conform in color, size, legend and logo with specifications in the Manual on Uniform Traffic Control Devices 02. 6' CROSSWALK (MUTCD). TRACT 8 (SEE DETAIL THIS SHEET) X 3.3 3 AC 45'x35' LIFT STATION TO BE OWNED PLACEMENT SPECIFICATIONS: Placement shall be in accordance with the MUTCO (sections 2A-21 through LOT 25' DRAINAGE AND MAINTAINED BY THE CITY 2A-27) With respect to offset from edge of road, height etc. Poles should be burred to a minimum depth C-2 EASEMENT of 2�' (30"), allowing 7' to bottom of sign from the level of the traveled roadway. Poles are NOT to be concreted in place. POLES- Sign posts shall be galvanized steel U—Channel poles, not less than 12' in length (14' or 16' for severe shoulder drop—offs), with minimum weight of 3 pounds per foot, drilled X" holes on 1" centers full length. 20' DRAINAGE ACCESS EASEMENT �,X - 2.5 6 AC LOT (PUMP HOUSE) 0 r4), N892V2CrW(M) 322.$W(M) Sib 0- AN A5 Ism PARCEL #30-22-28-0000-00-035 JASPAL & KIRAN C. WALIA 2.20 AC ZONED A-1 ORANGE COUNTY u— (A TRACT A Uj ho li, (00 L4 ij ��j 0 0% tv�lo O-N /V 0 LLJ Im 04" iv;" 01V 0 < L4 OtA (D 0 rn 3' "n h/4 LAI Z C14 In 7- 0, Ko 0 W MAR 0 6 Zt E CROSSWALK N.T.S. H. SKELTON, PE D�OIVIAS REGISTRATION NO. 42752 AID SHEET: OF: 7 17 to C:) cq to c� 0 V) M (A f- m SANITARY SEWER 0 POINT OF CONNECTION NEAREST SANITARY MAIN FOR CONNECTION APPROX. 1 MILE EAST E 0 WATER DIMMIUMON CITY OF OCOEE SERVICE AREA POINT OF CONNECTION Wlwv 7AP EXISTING WATER MAIN 12 02' TAPPING SLEEVE & VALVE 81 IrIN CITY OF OCOEE SERVICE AREA UMDE�GROUND WATERLINE (TYR) (MARKED BY OTHERS) E V) w (n PHONE PHONE EASTING HONE CONCRETE ER_S HI DRIVEWA W W W W W C 0 OHE OH �LE T w OHE E AIR V) V) INV=121,19 ',47 NV=12191 MES :kq�, LF 24"RC" INV-12 9 HIGHWAY s a 0,327\ ITI I WR L� 36'RCf INV=122.80 1> SIGN PAR NID 0 UNDERGROU ES OC INV�114,90 06,-_ C 'WED S� T"I'll CC —roc C FOC M Z�FOC EX. EDGE OF PAVEMENT 0 FCC PLc—FoC_"O'c_ Fir�-�—— SEE SHEET 12 FOR ±41 LF 15"RCP EX� EDCE OF PAVEMENT UNDERGROUND FIBER OPTiC CABLE (TYR) --*-SD LF-�RC$L_ OFF SITE UTILITIES ol (MARKED BY OTHERS) CURB �%LE7 DIRCTIONAL BORE HT_Q�E 0 2.30% 60' 120' TTER —WAY VA I�IES X. S" CU`R`B(T�P_) EX. EDGE OF PAVEMENT CURB INLET 2' C�.;P Go TURBTNLET 95 LF 12" WM TOP=127.15 TOP=125�77 MCI— MCI— SCALE: 1 60' 4m 4o MCI mc� DIRECTIONAL BORE EX, CONCRETE MEDIAN el. j" :I_- CURB INLET 0 MCI PVC FM 6 EX, 2* CURB & GUTTER (TYP) WV'� v, �' —0' MCI _CURB INL UNDEROPOUND Mcf CAStE JL!E]� go — ET Top_ oo2lE' 27 (MARKED By OTHERS) TEL TEL EX� EDGE OF PAVEMENT ±75 LF 12"RCP 8131 "E R, IM OGtz" E — - _EX� EDGE OF PAVEM T S TEL --TEL E) MT� @ 0,08% INV=115 TEL =A VEM N IND 5 OC INV=115 I E TT_ .85 w* 5.00TR TEJEakjrNl�z�r Ml W CURF1',LET CU% INLET (MARKED BY OTI4EAS� A\ W_�*�W� N89"31'31"E Rf W M) W GUARD R 0 0 0 -a; A Sftj*% —WALK FOC�� FO E�, 3' �ONCRETE WALL 8 U- U- 0 0 0 I I" GkE VALVE 6" G.V. 6*_n'R_E__UNE STUB & PLUG INSTALL FIRE HYDRANT a_ 0- CL 6* GATE VALVE PER CONDITIONS OF APPROVAL #16. Ea wc, fa V) En V) 2* WATER SERV. (p 0 Ao.! 2" CORP. STOP A C) 25' DRAINAGE & c, x TILITY EASEMENT cq 1.40 AC 12* DIP 1.54 AC C44 s* PVC RE -USE WATER MAIN W LOT LOT ATER MAIN PHONE 2 MANHOLE 3 470 LF - 6" PVC FM PHONE 6" FIRE LINE MANHOLE o STUB & PLUG TEMPORARY JUMPER 6' FIRE LINE 2" RE -USE STUB & PLUG 2" CORP. STOP SERVICE 6" G.V. SW- 2 378 LF - 8o PROPOSED FIRE Il 2* RE -USE 12' GATE VALVE 0 10 12 GATE VALVE PVC 0 0.40% HYDRANT SANITARY MANHOLE 40 LF an S 2' WATER SERV > STA. 7+28 _-N 60 LF B" PVC 0 0.40X 6" PVC 12' STUB & 6* Pvc .40�� TOP EL. 122.10 r I*i B�g 2* CORP. PVC 0 0 z I -1 PLUG SAN, SERV. -,v--STOPS SAN. SERV. INV. IN 113.74 % E INV. 112-80 S Z' INV. 112-50 STUB & PLUG -------------- 6* GATE 0 INV. 113.00 A� �-A —2' GV� 60' RYW 6" 50 LF - 8" 7 PVC 0 0.40% MITE. o In 'Al� 19 cl Aw 8" STUS & RE RE mm ALL BACKFILOW PREVENTERS WILL BE PROPERLY -'T\ -z -0— C12 6- STUB & LUG PROPOSED FIRE PLUG UFT STATION SCREENED BY LANDSCAPING AT TIME OF INDIVIDUAL 6' Pvc o 2' G.V HYDRANT "1", 0 1 ra SAN. SERV. TOP EL. 122�00 LOT CONSTRUCTION. 24 G.V, SAN. MAIN 2" RE -USE 1 6* FIRE UlllE 6, 3 A- SNGLE SERVICE PVC RE -USE 0 INV. (S) I12X r �i STUB & PLUG SERWCE BOT EL. 106.00 WATER MAIN 0.04 C 2* WATER SERV. SAN 1 �7� 2" RE -USE TRA 3.33 AC SANITARY MANHOLE SERIACE 45'x35' U LOT STA. 3+50 STATION TO BE OWNED 25' DRAINAGE AND MAINTAINED BY THE CITY CQ TOP EL. 124.25 EASEMENT INV. (E) 115.25 INV. (SW) 115.35 20' DRAINAGE & ACCESS EASEMENT IT 2.56 AC LOT 6o B'x6' SHED 7- 0 4 (PUMP HOUSE) 'N AR *M4!2"W) 32i. "N L AN 9Y4 lot; 0 u- 0 Ld Lai 441''... o Lij oh, L) 0 0 LAI < 0 m 0) (A. 0 Z E 0 THOMAS H. SKELTON, PE ISTRATION NO. 42752 SHIMT: OF: 8 17 .MF y - XlW $4, , j00, M N89 63" y ww� j INSI CD C) CD C> 0 in m; cn r- con 2 0 E 0 STM 11 -0 FDOT STORM MANHOLE TOP EL. 120.75 E (n cn INV. �S) 114.38 V) 3 �-c INV E&W) PROPOSED BY OTHERS x 117.78 124.12 125.04 11835 127.44 EASTING CONCRETE 40 6.96 'I'LL DRIVEWAY 1 2.23 119.56 126.83 (90) x 120.87 119.93 U U x 119.55 V) if) V) 126.90 3' CONCRETE WALK CURB INLET v*r 126.50 2 86 126.46 126.24M N 24.09 119.64 960 x 114.98 16.96 CURB INLET 21.79 x 119.22 ------ 116.72 TOP-126,31 NK liS.34 TOP=126.47 a x INV-12191 1 6.76 127.41 TOP OF BA INV=121,1 124.W2120,89 HIGH DITCH 44� k-SQXM79 126.61 DITCH 124.96 K Lf 24'RC? a 0.32 - IiA 0.1; 20.37f"9'64 11 7 118.97 118,48 127.08 1 zi,.aa SIGN DITCH -��j T 6 Lf 3 126.n��1�26,65 6"RC 1180 x DITCH x 121 "7 123.89 123,31 11767 01,637 122.78 124.94 121.59 TOP OF BANK 119.33 ----j 00 123.00 120.46 -x -4�3 - 110KA I I A an INV=116.06 lie !!!!! - ---------- 118,14 INV=122, 12 25.50 12289 EX. EDGE OF PAVEMENT --l-2--OX.-19 119.12 119.3D 118.66 119.13 ±41 LF 15"RCP EX, EDGE OF PAVEMENT -WICOL'bN t4. 118.70 X118L66 of 126.50 12 .0 -0-25. CURB INLET 0 2,307 - 60' 120' CURB INLET 127.80 TOP=126,27 RLGH OF A Y ��AI�IES =X Cr�-11 (T�R) -11-9.16 127.89 2' CURB GUTTER 127.19 TURB�NLET L -W- 119,32 TOP=127,15 127.88 126,30 TOP=125,77 SCALE: 1 60' 127 86 EX, CONCRETE MEDIAN -- 7-50 126,84,0 /w/w/m/m/m/m/m/ CURB LET a 127.70 2 - 175.�95 IN C111 �INLIT TO-F=-1�6.03 To-p-125-79- 127.6a EX. 2' CURB & GUTTER (TYR) 127T!5 �127-86 CURB INLET TOP=127,27 119,15 119.10 S00*20/'31 "E R. SOO*28'31 "E RA EX. EDGE OF PAV��NT 1196 1 9.16 �h75 LF 12"Rcp..- *a08% "'IT9 EX, EDGE OF PAVEMENT x 119,38 ------ 118.82 x 120.06 118.14x )Nv-11 115.8 F C TOP=126,91 CURB 11 121.99 x 119.86 9.13 DITNI 5, 53 UJI URB INLET TOP=12 -1 119.80 7 118.22 UJI X T5kk4 x 121.94 20.9N890251,31 "E�R.W) x 119.70 Top OF BANw 127.29 1 0 0 -,,U4 x x 114.28 126 x 125.73 119.93 x 115.29 x 126,60 1191 EX, 3' CONCRETE WALK --x4l� 8 0 �J- I' I III & - WALL wi 73 --119.82 11r 117.24 u- u- u- /L 12 54 x 8.33 x 119.50 5 x1lUi L: 1126.31 M x117.70 127.92 1,12229 1 tc \7 \ � 121.03 10' TEMPORARY UJI UJI \\\\\� \\gw '\\g\ p- 126.81 1 �'P 3' INLET CL a- 0- romT, F T TYPE P-3 INLET CONSTRUCTION EASEMENT X76.10 En (n V) STA. 1+83, 18 L STA-\4�2,, 18.5' L 123-90 Ea a Ea p 125.50 TOP EL. 8. C4 40 N't EL. 123.48 ?4� FLOW LINE EL. 125.13 FLOW LIN 180 LF - I STM 118.00 RCP 0 0.15% FDOT TYP -4' INLET 0.00 x 12175 INV �N L2 E P �11. 121.16 STA. 6+85 18.5' L NV. S� 117.75 C) �e 1� 0 1 25' DRAINAGE& 12( 06 C-4 10 x 120.88 x 120.57 TIUTY EASEMENT TOP EL. 122.00 '23 49 x 121.61 21.13 FLOW LINE EL. 121.58 1.54 AC 7xl 1.40 \AC 2C a x 1 61 INV. �N 117�00 0\ Jt26. 2 04 0 x 126.2 LOT \ 1- LOT INV. S� 116.75 1 1 1 100 \0 2 3 1 1 1 120.89 EL ELF.F. EL. 124.80\ F�F, EL. 124.80 EL 23.25 STM 10 127-75 125.50 37 LF 18" EOP EL C L B. X\ FDOT STORM MANHOLE 125.25 123.00 RCP 0 0.50% STUB & PLUG TOP EL. 122.00 0 INV. 118.12 EOP EL C, STUB & PLU INV. �S 114.72 \0 24" 12a2. /-0 INV. 117.19 INV. N� 114.65 VP' > R 0 0.50% 17- 123.0 ST-m cd Z"- Cc> C13 FDOT TYP E 3 INLET o 2,12 STA. 2+13,1-8,,�5 R 4w I� ��7 � 2 x 12S.25 0,50% . x 122.44 TOP EL. 125.50 12&99 ';r 96 0 12&79 -EL FLOW LINE 125.13 ZI o \0 \2 --INV.-�Nt) ODP EL c; 119.8, \'A g2%- M, 250 LF - 180 V"\ i4\R\A NV. E) 19.50 RCP 0 0.15% Cc- IS CLEL 0 III\ ILA -50 EOP CQ A\1 0 01 .1cp 4 LOT 1 'YO BE GRADED Ot9 EL STUB & DURING T�E DEVELOPMENT Im 0 122.75 0 NV. 116.62 r �i OF THE LOT AND WILL 4h: x 120.44 CONNECT ��TORM SYSTEM S1W 6 MP a. a4S 0.04 AC 'Y TO POND DIRECTL 12. DOT TYPE 'P-3 LET 11177 TRACT B 3.33 AC S A. 4 45'x35' LIFT 26.92 S1 ;, 18.5' R STM 9 TOP EL. 12P.90 x 121 3 LOT STATION TO BE OWNED ANDMAINTAINED 8 25' DRAINAGE FDOT STORM MANHOLE FLbW LINE EL. 125-48 EASEMENT SITE BM #1 TOP EL. 121.00 I NV� N� 117.56 doom ELEV=1 21.1 INV W 118.32 gm 5: NAIL; LB 619 20,95 INV. �S� 11510 250',,� - 41* t INV N 115.10 MIN. F.F. EL. �11 26.00 INV� Ex 11 �.04 RCP a Uox FDOT TYPE 'P-41 INLET 161.17 INV. I Si 114.50 123A STA. 6+85t 18.51 R 120'�' -""V3 t2O,72 1,20.68 1=68 TOP EL, 1�2.00 �- . - ---x 120.62 12an, �STM 7 FLOW LINE EL. 1 �1.58 x 126.21 HOLE INV N 1 6.56 FDOT STORM V: W �4 INS IN x 122.40 1/16.25 �OP EL� I 1�1.00 S 20' DRAINAGE f 16.50 I V. �N 11 3.J5 1 N ACCESS EASEMENT V. S� 112. 5 2.56 V\ 1 250 LF - 18" �-12103 RCP 0 0. 15% 1LOTE: LOTI 2S 25.39 x \\0 S'x6' SHED MATERIAL EXCAVATED FROM 152. !S 4 (PUMP HOUSE) POND TO BE SPREAD OVER 0 F.F. EL. 1�24.80 0 x 122-36 20. 12CA5 LOTS 2, 3 & 4� x t20J$ XX 10' TEMPORARY x12 <r C X1 N ONSTRUCTION EASEMEIN7 B so* mu'21cm,*10) \\\7 Ss 3u N, 0 80 LF 42 RCP 0 O.5OX tn36 STM 8 x 120.eo FDOT STORM MANHOLE < 44 LF - 24' x,12019 TOP EL. 121.00 :;;i! Z g RCP 0 0. 15% 143 INV. �SW) 115.68 INV. N) 115.58 X 124�21 C) O� I 20 6�, (-4 u- 14.0 0 '4 xx Z C) w CD STORM WATER MANAGEMENT "Nq LLJ -9 120.:0 o :s< u 120.80 65.45 POINT OF DISCHARGE u t�Pvn' . < PROP. RETENTION DETENTION POND OW7A EMERGE ck� NCY ONALLI TO S.R. 50 o/v r) W4 ST.JRWMD/FDOT PERMITS REOULREP ____j C 0 rn ;o x 120.10 �'4 V � I \ 'I (A 0 MES 1 'Iu FDO 1 42, RCP (4:1) s. 1 WITH FLOW DISSIPATOR < WITH SKIMMER cl- INV. 112.35 1- NMI$ TOP EL. 12180 ZZ ORIFICE (5-0) 116Z x 121 1 INV. 11535 x 0'(" 0 1 7 -y 67.7 x 120,44 Z- 4 'z x 121,21 THOMAS H. SKELTON, PE REGISTRATION NO. 42752 SHEET: OF: 9 17 '27:1 J : � i i I I i � � i . - I I . LO 4� I 0 0 i I 0 C; � RAINAGE DURING CONSTRUCTION: CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL: - C14 - = i 4 i 1 . THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL EROSION/SEDIMENT CONTROL: 1 06 q = N (O 0 8 1 SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTION PLANS, THE MS4 THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER V) M V) r- PERMIT, AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS (HAY SALES OR SILTATION CURTAIN) TO PREVENT S&TATION OF ADJACENT I = 11 �C_ U iE C;- -a I I W Ln to �O i SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS. IN � I ca = 0 a I . M - � 2. THE CONTRACTOR SHALL, REPAIR ALL EROSION AND SEDIMENT CONTROL ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL C: i \ I I NTINUED FUNCTION. RE -GRADE IF REQUIRED, ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND I W 0 1 11 % TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS EXIT THE SITE. IF THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES 1 8 1 Z _% I % I REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER 13Y NATURAL 0 � ; I g E � 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN 0 i .. � � Z CONTROL. SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. = � : � 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS .. D2 i - ' AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM M r. I 2 AREAS AND CONVEYANCE SWALES. I WATER DISCHARGE POINTS. lu , �' 9 I rn = 9 Q Do � 1 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT 1. CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED. I I I ! I � � AND REMOVE. 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE OUTFALLS AT � : � 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY INITIAL STAGES OF CONSTRUCTION. ; � ; WING: RETENTION ARE. THE RETENTION AREAS SHALL PERCOLATE STORED WATER 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE W E 0 i WITHIN 36 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED F_ iF= iF R I BASED ON THE FOLLOWING: ; 1. EXISTING TOPOGRAPHY AND CONTOURS ARE MAINTENANCE SHALL BE PERFORMED BY EXERCISING THE FOLLOWING EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING I I ! SURVEYOR: GEOMARKS LAND SURVEYORS, INC. i - I EXISTING PROCEDURE: IS COMPLETE. — � DRAWING No.: AME05352.dwg 11_____1" — � i To CONCRETE A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND - - - - — — — — — — ___), * __ :2 :2 :2 i -�-��_'�"-- DATED: OCTOBER 15, 2005 - __7 / DRIVEWAY SCARIFY EXCAVATED BOTTOM. /I � , * -_ ---- __ I -- 0 U 0 i REVISION DATE: ;_�_�l I mm __1\P6_T 1, ,;I'/--- --- in in V7 i I = B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO � 'V�_�'T'_"�"-'I' ; * 90111 I �� I a " — — — - --- � 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY Se-61- DESIGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. I> HIGH ,,#"""--- - __� I S - . . . - . i CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUC11ON L__� — — — I SIGN WAY - . PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE __---� a i ____ — — — — — — — — — — f 111^_V^'_�____� , __ __ ____ i rn�_ 11 ! — — — — — — — — — — — — _J --- i CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. ____1 A zl� - L --- * , , GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES — � — — * — — _"'�/ / - — — ' _%. EX, EDGE OF PA�WMENT --- ffi:t± EEEJ i REPORT No.(S): 452735 1 1 EX, EDGE kA PAVEMENT , WrOr�ONML-DRWE— — — — — — — — — — — — - 4. — � _� of I C=-_::7-:1_ 60' 120' � 2' - — — — _ 77' �U__(T�P_ — — — - � DATED: MARCH 20, 2006 RLO FX RB ) i i CURB & GUTTER — — — — — � 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS __—_ �_- =:;;-- =_- :;---_— Z__ � == =_ =_ - SCALE: 1 " = 60' � - .I..." I ; PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING � Q�'.-_� =--= ==Z;� ==-- === '*:i,4N.I�.1 ' � ", *A . .� � �;� — �� CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE !===== == =__ ===-- === i___ �_ — �.!:�!-."''-': , , Ir 40 � . 40 � _�____ 14;1 .V�._ � V: w : CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL .P '.�'."'..A _ o:r.'�� — — --- - 1�1 10 .. . � __ _.— — — — — — — _ - � � CONDITIONS OF THE VEGETATION. — — — - � 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — : : � AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. - — — — — — — — — — — __' — � ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH S00*28'31 "EMM) S00*28'31 "E R,ML,X. EDGE OF PAVEMENT 1 � ,EX- EDGE OF PAVEMENT ; — — - � 1 5. — — — — — — — __ — - — — ' _ _ _ _ _ _ — — — — — — — — — — — I ______1 — T _— — — — ! SEC11ON 110 OF FLORIDA DEPARTMENT OF TRANSPIRATION STANDARD _�_X E6OEOF P-AVENENT PP R M N N 5.00'(R,M — - � IF -* N "* 0 � ( � i AD AND BRIDGE CONSTRUCTION, LATEST EDITION. I UJ UJ UJ ! CE W W LIJ � 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO I N89*31'31"E(R,M) -::�_'�'�I-"" i � 12' — - 1�1�-__*A,11, 0 0 0 � - --�� ,-P": i� . ^-14 N - _ U U Q i - ,, :::='�i____==z�4 � /'�� 1 '14 -7 A 'fL I _g��___ WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD �� ", ... - - , - � LEGEND 0 0 0 SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION, - 11 I � _ - — — 1 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACIED 1/1 U_ U_ U_ IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MINIMUM � -�,,,,X,,��,,;�,�,,",",�,,-,,,��,:, , � �l��lm�1111111m�ll'I'11,711�,��"I" i , - - � '� , � � DENSITY PER A.A3.H.T.O. T-180, 98X UNDER ROADWAY. "�,,�?�,�-,�;',�'�1,111,��""I" AREA TO BE CLEARED DURING �_ L_ � I "' 'I', " , " � "?1Z " �' , " � � ""'_'-�� ""," � """"""."""4�:6,11 I ALL DISTURBED AREAS SHALL �" �' , I 0 0 0 � BE SEEDED AND MULCHE ", "� "' �' , "�' � 8. ,'�,1�1,1111 WZ11111E'A SUBDIVISION IMPROVEMENTS � NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- ! DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPIRATION "', �� '�' I 11-1 11 ei offi ffi i � SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. �o'��"" �': :" � 111 01 I, _x _x _X - LOCATION OF SILT FENCE a- 0- i '�/," '� - . M � 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SH ,,, , I I ALL BE PERFORMED I -A '1111 I : � 1-1 .- a "If a a IN ACCORDANCE WITH SECTION 575 OF THE F,D�O.T, SPECIFICATIONS FOR ROAD � 1�1' .-01 0, LOCATION OF HAY BALES V) En V) 1 1 � 1P �' .V, %J' W �11 ; � 211 � G N, LATEST EDITION� F5 25 E I (P (9 �� 10, THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE %-A 01 . � � . 101IR i W 1 0 I" I I I X I ce- I Ce I i COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. 'I (.P- J1?W' �",�"�'?,""'��,,"' , /'Ell - 1 i,' .--,a I I � 1:71, ", r- r- W � ,',c," , �% 1-1111111111 r 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED �� ,4 ' ?""""�'� �;'�""� '__� ""'?, `///1//' 0 0 C> � ' % - /__ .1'�'ll�"11","""""",�""I",?""""'�,�'� .""'?"I"11,111", ,";"' �;""'�""�"':'�,� "',"'� I/ I CD C) C> ; , I ,,,, I 11 I I 11 �' I I',' 1'11� I � ,'v�,, , '' � '� � , �" ,:. "� I i 25' DRAINAGE & -1 - "'�"l'.1l'I'l�',�'ll-'�'�ll""��-�""��f ""��"11111 "I'll ,��'-',""' � ell'o X GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE �k 1� -r - I , , 'i�" � '1111'11""":'�"."'' , -��'�� , ""�"�"" �111 2 C'4 " CN �' I " . - ! �,'� � �"' -1, �"� "Illg, , ; , " ��""'�"'�'�"�'�" '� " � , '' '/'� ", ��"" 1-1 1-1 '::�' � I _.�/ �' ,,,, , �'�'�'�-�?"��` ":'��:'!' � I 11�;,�� 1 " - / " TY EASEMENT -.4 � OTHERWISE SHOWN ON THE GRADING PLAN. "I � , I .'' A i ,'�%' I ,"/ I I "I ";n' � '��'�'��,' , ��' '' " X/ *"' r- n -.4 � , , "", � , � THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS I !�' I , "�' '; A ""�"'� , , � ��'� �1'1� C14 0 � 12. ':":,';"","-�'_"�" " _�,,� , "',�" '� "�.": �:`,:: , �' '� " " _' M� � A � '� , 0 1 -" �z � I , " '' - """� " (SLEEVES) UNDER PAVED AREAS NTH EACH UTILITY COMPANY PRIOR TO BASE � ' � " �� " """�""' "" ",/" , "',"--"':� �":��',-,�::"�,,',':��,��,�,��'�,,'�,�,�,,,,�,,,��', ' � I - ;� �_,"'�","'�'� ' '�',��'� _" , , "'' , 1 C'4 - : �'�'.�.:'-'�'�""'� ,,,, '"" , � INSTALLATION. ��,,�,�'�"�',,',,,��',�,��",�'?�,",��,,'i"",-,--,�,:','�,,�,,,,,',�,��.,,,�"?, ""',�,' �''��,� . .. .. ... ", 0 � � , - � " , _ '��'',"�_'_ I 0,0, " � I I -1 - � I ""'� 1, I "I � 13, DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE Al� ,��"""�,�,,��,�,,,,�,��,-""""",,:��,�e,:::�':�:,�""""","","",,',�,,,5,", 1 � n "'�:�':' , � ,� �,,,��,,��,,,,,-,,,�,�,,�,,�,��,,',,: I �"'� � , I X/''�","" � ' TING, SILTING OF OR DISTURBING TO �"'��'��'� ,,,, I- �11 I - �';"' ""�"":'�"::�"""" , 1,11, rm-Im" 'e Cjfcl, : EASURES TO INSURE AGAINST POLLU , '7.� � 2 � M '\� " , ,,,, " , "' , ��"- "' ,� �;," III, �""' '� F/// 5�1111?��'��","V��,,�1,17�Ill��1111 � , " " , � � " ,:��,,-,�,>,,,,,,�,�,�""�""",, "--"-",-""�,-,�""","�,,,,,,,,,,,,,,�"""'�,,,,, � �'� -pv 0 - FAG, , 4 � ITY TO THE EXISTING " �,, �': ,", , '"_��"" � '��' � � x�' � � " " , �' _�' i OR - ' 5VI � ... .. ... "' �','�";" '� ...... �55 %""" "� �! ' I ? ", : � � '�"?", -��""��: "::�� '_�f , �' / I � SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBID \�% ,,,, �' Ir """-' ,,,, �� PIC ... �""."-""""?�' -, �"':��-"'� """'�"�"" �"'-""�'�' ,' '��-�' � DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS� THE "'�',,-�"',',',"�,',""�',�';'�" ,1 SILT � , �'�'�'M' '�"�""";"' 11 ", , UV M UP = 1� �' "� 11�1' � x�'�';""��;',":' , ',. 1, *,I 11 . � ' , , rr'V � , "',,", "'M 11 / CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYlNG WITH ALL PERMIT AIS' __J "� �""-"-��M"5"'M , = � ;", , �'�""� '1''1�"'X':' ENCE TO I � CONDITIONS RELATED TO SUCH MEASURES� METHODS MAY INCLUDE BUT ARE I I 1; ',��' 1411116,1- ", � � "� ';' " I "', C) Eg � , ? 15� �� I r,, oil, � , 1�1 �;:" �',�"� X'�_�,',�'� �� C"i � " ' 110 "I W,'/,' "'�""""' "'�,-��,��,,'�"g�,',,��,�x"" � ' "'? , '/� , I � ., , . .. ... � , " FIL : , "'�' ", - "�� ,,, , ;1 � � I "' " '' , , '? ',' �'�-'��""'� "'I", " -4 NOT LIMITED TO, FLOATING SILT BARRIERS, , ," � " - ,"�"" "' '? I. : " '�"�' I � 2 : SEDIMENTATION BASINS, SEDIMENT I � �,,,�,��,;"";"�','�,",,,�,,,,��, '/4' '--'�"" �'�'�""'�:'," "�',"o �'.5' I I '(��) ,(,,',,�e�"-""�,��,,.-,,,,�,,,,�'," I 0 - '�'�'-�',,� '111�11" �I : OWN ON THESE ,\�� ,�""","�,�,�,",,,,,�.,�,�'.',,',,�,,�,,,,,�""�"",�,,'�,""��,� _/ -11 � CHECK DAMS, SILT FENCES, HAY BAILS. TH I "", �� : 13ILT "��'' 11 I' - U M M � '�01 I 'f �� "I ' �1111... -'_� : IM"I'l-111"', ,'0��';' , \ ""' , "�'�"'��"',` �--'- """, � \ 1'11"_'�' //, - � , ia_�;�'S'V' '' �/ "'.�"",,'�' I r'2 W THE CON- , A�"' � ,,, 4; 'i" ,,, , , , '/ '�',""�" -"��"?' X � X "" ,,, - " 0 -11 - -11 � I'll - - "', I'll" I I'll �� : ""." ,", C12 - I - ... .... � V'��"' ",""',,'�'-' I ; -1 k' , TO IMPLEMENT ANY MEASURES NECESSARY , '// � " ,""'t' 15� p as PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE \\ , , '"'" 0/ I',, ;"""'�""�%�x � .... 11 TRACTOR FROM THE RESPONSIBILITY \�� FENCE ?//, ' " 110 > * _/ * I/ �> : �'ll��,�,��'�""I",��,,�i""�? 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L14 11- --,"I , , 1� 11 1-11, I'll ""�" � "'," 0 � I . , " "' "' , , ' / ' 111� '��"' 0 i I / �Z_ 0 - 1111,11- "I I ; '11' � E/ "I 0 1 '', I ."N : ?�/' � "' " �_"l �' 11 d 11.1�'��ll,�:��,��,:�","-�l", 1, �'�' , I �;' "I : r1_111", �� I P 21 -P. "$Pl '� -1 , "�', " '�"'5 I ' ' 4 ATTACH FILTER FABRIC TO POST BACKFILL AND COMP .4 0, '�' "I'll �'111 � ;' I'll - , � 5 '�� t's SET POST AND l_-I .'t� 9� ,C)i " 1, 1� 1"1_1_11 ��,�"� _�' '�"�""�?" �"'e ALLOWING 1 FT EXTENSION INTO EXCAVATED SOIL t;� _� � e , /17.Z W11111010'� S"`�i'-."",� �'//� �% �';""' EXCAVATE A TRENCH �4 ; , , 1� . � 11 "; �'?/' � , -,""�,�""',',� I 111�1�"�,O�/ � 1, `�: �"""' ""-�'�"-"'-�,"""�� %..Of L__J Q � '' , � , "ZI .I- � , �"'�'� � THE TRENCH AS SHOWN . �� , , -, �'Z ��'� � l", I'll " ".'�' -'2"'_'�""'�� ,,, � � ' I �" _�) 9 � "� ""��,' I , , ""§ "',""� ... '�"" 4h. � 117a � \V1 ' �'�"" I """"""/ , '��' ""';�� "_'�' � " ;' , lz'�� " "'� � I ' 'I " " � " I I ,(,n 0 � I '� '/ , , _� � , '11; 11� 'I"', I ,,,, '�"""'�'� �-"'�""" ", � I; " �13�1 �' 11"'� .", ' '� ", , /" 1� - " "'�'�"'�"� �' �' , 1'1� " I I i "" , r �> I -01, W , ," -, "� I 11 "", �'4 Z 8 iti� 114 � I ��-' "�� I ' 11 I rn ; , ""�' ';", � .10� �:11 ! ", 1��N 1� , , ""'��' // I 11 "�' — <!:� ;e-�00� ; 11 � ' ' ANN ', """"":�' '1�1 �1'11� "�r""1-1" , �" ... ,��,',,,,,,,7�,,,��,,,�,',,:,"' � �,, ,', , �4 - ' � I 11 I ,11 ",", i* � " V) " 1,1'11 ?" /; �n//// '11, W-M, � , �'/ I I Z'�� '�'I"111111` _ : ' 11 ",'� "' , � , , �' " 1�%q M �� I ��'�' ��';%""'-""'�""""', .. . �""",',';�"'r�""�' �'�""�,"��-."" �"""""""' �,"�' 'I;_ '>��' . � �'! ,',,,�,�',',,,,,,��:;;��,,,',',,' " ... "I'll" 11111,111 , - ,"�'-' -�� 1. MATERIALS, CONSTRUCTION METHODS AND MAINTENANCE � '_ � � " � ""I 'V'1�1� , el III' I �1'1"'_' . T. A �4 8 : """', 11 I ,�,,�,,-�,,,,,,,-"�,�",�,,�,,�,� �' I � . � I ",", , I , 11 ; IN, � ;'��' D1177 ! %.-., SHALL BE IN ACCORDANCE NTH THE FLORIDA DEPARTMENT C12 � � \11 , �" �' " " 0/1 0 ""'�"' 2W OF TRANSPORTA71ON STANDARD SPECIFICATIONS AND ��"� I'll I " ! , , , 1, SITE DESCRIPTION \\\" ��'Jz " , , // I � - / '//"R'11//'21 '01 DESIGN STANDARDS CURRENT EDITION. i I I � , '� I'll., � �' '� //'�X/X�'�"��'/"' I/r/////l', I ' / � " ��//" V0/1" �" 2, CONTRACTOR SHALL PROVIDE SILT FENCES � � \\V_ I/ /P/l//�/, , 1�/', "� - - � -�� , 1� , - �" ",""�?"""""" "?"""�"""""",�M \ \ � yZPrglect Limits: - � , AND HAY BALES AT ALL STORMWATER �� I : / ,,,,,, "��'/'� I " , , ", "�" '��/�,'�r/�,",�','�-�,,",',,,'��,��",,��,-:" : � � 'X " � ;�"�E/""� - '1'11'1�' """'� �"' "�" A. Construction Activil I 'ZI 11"', " " "'�" �' 0 � "I " , , , �" - �';�;/'��,11'111`11',K'�"?� ' , , '�' , "� " -""�"� ."""',' "'/ , ;'' , 11 ',',""��"<�� , I '�'�'��i"�"'��':�'_"' ',�' "", : ,�'� �' � �'//' , " , �,�19,�,,,,,��,�,',,��,,�,:�� e S " I - //,�'� 5� I 11 -1 �""","","",��""",",., : � - '� , I - /m I'll, I '� I 1 1,11111- / ' " "'""""""" ' ` , �' � , �" 1- _� '2� ' ......... �' ,. , - I : To develop 4 commercial lots on a 12.24 acre porcei iocated on the south c t ,_ _: ' �/ /�"""�.""""i�'� ,'?/ 9" ,.� " " ', � - ,,,, � � - " \ --- corner of ��1,11 � '� g��'� I �";;�� 11 "M " , � , r// "', , � '�-' DISCHARGE POINTS FOR EROSION CONTROL , " " � ', �� -- '%% ,�-� ',��'�-",�� "' "'�'�"-""','?§ , ,,'�"",�',',,,'��",',�""",",�,,,',',,?,,, " �11 " , �"";. __ AND SEDIMENT CONTROL DURING CONST, - " ..� �t,'��,,�,�,',,,�,�,,,,,,,�",�""'':�:��,�,�,,�:,,",',�,', "'// ��",'� ��/ ��" ' ' ',I : � State Road 50 and State Road 429 in Ocoee, Florida. �' � 1". V j'k11"""""'""" �'01�'� 7 " ,"', -""""-' / '� ","," ,,, �'� �""� I , , I �' "'.�' , " , L I - "I'll, I X; ��'�'14 ��' 'Z , , "I "I'll �_ y , " '� � 'x",", " ' I," � , 11,11"I& '�"""' ,� 11 I 1,1111, I �� , 1, " - I , 11 '1111 11111XX`11��"/' ��"""�'��"9"""' �f","""�,,,��,�,�l;�,��',"' �� % _"_� ,'�",';""��;"�j I �f"� -111'1'11'11� 11 11"'�� I/ I � : lif� ':'�' -, -� �/,� '�,�', ""","",,?"",�,,,,'��""",",�""","�"",��,,,,,,,,,,�,,,, I 'k ��' ","�' '��x "r'�:- ", ,':�""""""" 1 CONTRACTOR SHALL ROUGH GRADE STORM- � � .", ",/ " " ", �Z_?�;� '_'� 111'�'� , � 11 .... ... "' I -__ - , �� '�' �;""�"�"' �:�� ,,if,,,�"""�,��"""�,�,-,,� V, , ""'�'�/"' 11 " , ;''�'. I ,�I'l""I'll,"",�,,�1,1�'ll""�l-l�""I��"I",","��'ll�'�I """"""""'� -, ""-' �" , � � ,,,, - �� ;'�'�? """:��,� "� � , '�,�,',,,?�,,,'�,-",��,�,',,,,,,,,�',,',,,','� _"'_X""'" '' -, " ,,, : : , "� , __ _� �'��"'," 111%;' �V'?""�"""'�'�' ,,',,,,",�,,',,,'�-"""�,,,,,,�: "", ... I _ , — !, "','�""" ,I' I", �: 1�1""'�'�'/� '��/ 11 " I I I 11- I - ' '' '' �: I ,,,, I'll I - I K�glg' , , WATER SWALES AND RETENTION AREAS PRIOR : * , �'/ " ", ""' - _ '' - "'' 1, �""'��"�"�" '' ' '� 11'�W'4�p�"'X' ,�,,��'I'll""",,",�,'�1,11,�-,�,-�",-"�'�"-�,�',�-�'I'�'�,�"-,�"'�',� , ", ;� , " N � �' "1111111, '� ,,,, ,""", " - a X,'�",�""�,��,,��;"""�,��l, �*""'�"""" :�"'�:�� "�� ,,, ��'� ""/ � "' � ��' I '� 11 " ""'��'�; -, " , ,,, ''�;�"" - ,,��,��;�""","."",��,-,,,�,,,�,,,,,,�,�,-i"�"""�",,," ""' � ,:� ""',""' I , � , �:':� I , '�N �,"/ "'�"' �,��,",,',,�,�"",,""-�',�,-,,"?��,,,,,,�",*rz�Z1,Yl, " , " � ", , , � , , '� /"' , '�' �* - '�'� /"'�'-�'�' ;�"',,"""";"'-'�;": , � �'_� '�' , ' . .. . , � ::�"�":'��"""'��'�_ � * - Q��i�' _�-1,11""'.1,111"'", '�'_"�' ,"�""��"" ' , ' ,":' �' ;-, ,,,,, ///,/, _/ "'�,"�, A �_"�-'��R '�""�: �5�""'X'�'%'�"'�'; , '� ��'� '� �' , 1%, " _' " '' "' ' . ;' ��' � " ," -'� -"�" �' �":""� , —, I : 9. Sequence of MgIor -A '��"' /' "",,"', '' 1, , , ... ,� 1'111�"�' .gjivity and Implementation. ,. , "'"'""' ""'' 1:1 , � , ,,,, , ��' � �' , '0'�"�'%', �' '�' -�//�' �' , '�'l , ""�'.'��,""�' �'�'�:� '�'""'1'4'�'�'Z'� "�""' 1, , '' """e� 1�1'1' ' " ' ' ' ' " � ?"�" III ","""-,-,,,�""","��,,,-,,�"""?,�, I ig""� ,1 �'-""�� g'/��: " /: '' "-, I- , " , TO CONSTRUCTION OF SITE IMPROVEMENTS, , " " "��" " �';"'�""" �"� ".�'� "?, ��' ' : , " ", , , "." " , , .��'/"��X��'�; I I " "'?""' '"', ", " - . " �� "�P""�U' " 'i, _:��" ""��"'"""?�'��' """,",�,�,,,Yl�,,�,,��'ll,�- -�"""""�;""' '�' ,,,��-��,,,,�,,�""",,�,,��,��,,�,�,�, , "?"'�/��' �"'�'�" I rx/01/1", " *�' ", ", � " � '�:'� �' "I", " ", ' ' " , " ��""�"K;11'?" ��' ��" " - _� ,�,,,�,',��'.,,�,,,,�-',,,,",,,�,,�;,,�,��,,,�� " I -11 � - "� �-"��'��' '' , , ', , I ' ,. ", I , , I " " �� :� '�"Z' '�"'� , "' � , , " '' �':� :��;;";��111' ""'��m ,':�';':�'� 1111'1�"' , '' I ", o , , , " " . ", , '' I 11 - 1 11 6? "'�,"' "��' ': : ,,,, �' - " ", - � " r� I -" -""� ��;��,',',,'�,"',',�,,:'�',,��,,��,?�"?�l,.,��,�7e��l',�'l" ,'��,��,,,,,,�.'.�,�,",,,,""",��,, //z , �_� "", �� 'R"_"=>"' 2"""" , / �' 11 20' DRAINAGE & 1. Install erosion and polluton control measures. �;_Z: ", � ��g/"�'��'g""""' , " �'� " , '' , '1 � ", ''I V/I�o/;// ;�'�g' I ' "' , �'��' '�'�""""- """�'?� �'_'x"�"_ , �'�" / I" "/, -'�f�-�"""-"" , '' - - 4. CONTRACTOR SHALL MEET ALL PERMIT COND111ONS I " , , , ,' ,' , _" " ", � - _�� ,'� " Z , �" '� ; "� �_:','� ACCESS I \ � I -/1 �� 11111K'11�/" ;�� - , ",,,,'�;,�,,,,�,��,�,�;,,�,;,-"",,�, - " :"","",".,,;��,,�,�,��,:"��,�,,�- " I I 1'1,�11'1111' " " , ��11 � INER EASEMENT �'� �:�"�% I 11 �""' , � ��:�""""',� � ,�,;,-"-��,,,,�""",",/""",",��,,,� -,�' ��""' I " I I I I I , ' " 11 2. Clear, grub & excavate retention area. , :�"""""""��"�' �'N -,�//,'�,,,�,,�,,,�,,,�,,�,�,,�,;:� �" """ , - �'�";'��".'�"' �zell'-1�1" ";'� ""'�'�""" "Ill , E �"",'�';"'�,"""' '/01 � ' ' , '' ","', ��Z? 5"""'��"','-"," " , , �""' i I'll, ,11� AS ESTABLISHED BY LEESBURG AND ALL � �'� " /""'//-��'�/ , '',�,""""":�'- "" ":�"' , "�' ""'," ',,/' "� ", , ��4'1� ��"�"' � " 3. Grade site, including excavating & filling. , , -, -, -, , � - '0""��"`,' "z�" /�"'��"""� ' " / C�' I - � �""�" �_' �' "" � "", �',' , , " � """, , , -, ?��"" ",:��" ?��m�,',,'��,,,,�,�,,,��,,�,,',?,��':','�,�,�,,,��;- ; ';",""'�"'< / ��//' ' ' """", I � ' , '�"�� / ,_ " " ,,, " , "" , '� '� '�/" �,11�11��"' , ",' ,',".'�' : ',"""" " - "11", "�� " _��:�' " , �� "I - _/ , F/I X,'��"""��-' , " _�" , ""' ',"'� �'-�"' �'�',"":"�"'� '' � '' � ' ��"" , ENCIES, INCLUDING BUT NOT - '/1" I- , �W'11 � ��"' " - , , 5'�' "//////,, ""�� I , � , ;�;" � t �:_:��"""X� "z", '�_ ""' ��' �-""","��',-',,,,,,-�',�,,',,�',��"",�,,,,,'�,,',-",,' �,�',',,",,,!,�,-��,,,:,,,',,,,',,��,,�,,�, _ '' 51, ,A',',` �/ ��111 ' '�11'11 'I'�I'll��'�,,�l',��'I'��'ll�""I�'�',�ll"�"�,,�, , , "", ,,�': " �'�/' N ��"' DOT, AND THE SJRWMD. � 4. Stabilize top soil with sod/seed & mulch accordingly, 11"""""'�"'�' 11,1�"e ��,,',,,"",�"",�,,,,,,,�,5��',,��,�"",�",�,��,,,,,, I , / '/ , ill ", � "",""""'"', ,� "' � -, � o -, �/", '_ , ", '' "?, "I, , , /' & �11 ! / r " 10//1" __ , I I _ ' 111 ,' t"I" ^' 11'r�"�//;Y'11/�' ..... , I � I- �,�,,�,�,,;��,;,�,�,��,,?,��,,�� '�' '��v"�":�"�""I�'��Ifl � �",-,',,�"/'�,,'�:�",��"""," , , '�� , I . I z ;"2 �' , ' '' '' I � � I ''M � "Z""�'� ' ' Q ,'� 5 I "P/ I EX. SHED TO BE I , ;' � ..... � I -�""%�Z";�"' 111'1�""' -� � " -, I I �g , """' " , - I ,,, 'g_ '��' ' , , - "", ,,,",, , , -, 0 5�, , � , , I "'� '$"' � I , , � �' ,", � '�' , I , , �"�`,'�""""' � " 14, 11111", "I' , " , , . � , -- I , ,� '�""'!"'��-""' "', """"' -" , , V'q �" �"'�� , -',"�� -;""'� """' � , " "I - '', � , , I /'�"'��" 5��'��"111; /I _"",'�_� 'I'll o' , "',"',z ,'' , _4 I ' '�/"" _""' ��' ""I" � I � "I" , I -,",,"",� �'� �"'_'�'�,""" I z"A_&�/'zz"'-'�� 8.6' SHED � I'll , '�""',' ,,, �91� � ed- Xr"�','-""'";" , �"��"'�'z' /' ,-', / : � , // -'ng -�- g""""""'-''_ ��/�/ '/' '�4� �' �0 "�""_'��,"""" REMOVED BY ADJACENT / �/ , C. Estimate of Total Project Area and Areg,to be Disturb "I : "', ... """""I': ' ' /Y/�// , Z" ou � 1//' ' - -/� / �" " I I .1 , '�'g/"/"'/'��' 'n,",-'?"""'- 0 "'� �t ( ; ' _ ,,, 011 '-, '� ' , 111� .1 , ."I I / '�"%��""g;"' , , �/" � - � ',�',�� "' / (PUMP &�� ' '� I vm/ , X ...... -, 1, , -W � �'� " � ��// '� SILT FENCE DETAIL = ! �? . / / / '�' I / �//q'" LZ , X-0710, 0� ONE// ", IX �"'00 ;"�"/' r 0 , ' "' � / ��/"�'�'��" X, , --r /I , � � - - - ��g' 1.1, � I , " � � , �"/ '� I 0 , I / I / : ,?/' I 1 ,,, �'/'/ The area to be disturbed wM be 8,82 acres. "I, '�""�'�"��""'�' " " '' - 0 "I mg/'� '�"'�""'��";;." F.O.O.T. INDEX NO, 102 / � " 0 / 1, _') : 1. The project area is 12.24 acres. I llz'� 11 �111' "�"'��:"' , """""�" " " " 1111 "';"'�I/' N, � , "'� 11;1 " - I �'/ /� 1?%�'/,,, " - _LL' � �'/� ''� / ////,V/�'M'�'�'� "x"� I 11 �� , �' � 'I '� '/ '.�� "'' � �,' J '��"z' 11 � "'� ,,, , 11111,1Z �" \ 1� 11/ �1'1 - " __ E ; I/ / /// /I I \\N\ / I - I ' �� "�'i , -, %//'� �"�"';�"" - //-" � �'<��"""�"""��'�"/' , 1� I � : " � CL � �" , '- A ' , g's I I -� I (10 1,?J � I I// � �" _ I "Il",�ll"��,/�ll""I-"�,�l, i 1_1� 1," I �//�,/�,�,/� 1�11�"/'�'111'�"'� � " ��5 ' ; ' ' "","""�� : , ,,, , �%'� , "' �"I'll�'I'll",�,,��"I.",,��"If��,;""""�ll,�,,�,,��,,� ;'//�'��/ 1 '&7 /0 ' , � , , ,,,,, -�"'-"��"","�""� , � /' ' ' - '�' ;� - I \\LLL, g"�"'�'g,/'g'�"� / /11"' ,,,, ,��,�,,,��""","",��,,,,,,,: " �/' , " Z't 4 -14/1 I I �""�"�",'��,""? R D. Estimgte of Runoff Copffigients and Existing Soil Data: !:/ 10/1 11 I Mml//� ?""�":�"":"'�_" _'� ""Ill �� "�"""'�""�� '�� Z//� . � 1, 11 // L, I X"�,"��"�'g/ 11>�"';"'�U/F/ ��'l , I "I'll, I 1'1'� 1, WE 14 i -1-1 I "I _��"'11/1111'� �:�4"""""�"" , "", , I I ME// '� �,<,��:,::�,::��,,�":::,,:��,,�,,��,��'�'�� I ; I "I'll", "I,,,,,-, ""O , � "�' r1_ 4'$Q410**M) = - �' ' I , �/�/ff 11'��"�"'�, ';''�'_x ��'/ � , '�""�' �" �'�" 'i-;'�'�,' � ", ��' , '_"�. � "I'll, L / 1�111'1'11 I / I I '""' - --l-, �"��" 9B;-- - � — =W(U) —, , , — , � IQ i , , 5 �?/ / , '' " - , "', " / 11 - : � ��" 11 "' /'�� "O �"�"/" a I INN// " " '� I C = 0.20 \ 11 ' `11�;'�""" '� - " //111�"';��`�"?'/'/ E It" I 11 I """,'�' " " N " �",;",�:�,,�"�;""""",��I'll,�ll"�'ll" 7% \\\ , /I N "' ' , I �� 1001/1 , 1. The estimated runoff coefficient prior to construction: \ \'�' 11 / .. 11�1'1111 -1 ,� I " 11, ,,, 2 0 I �' lies ", "I ok(l '�5 , Z'�" e C = 0.50 to attenuation pond, C = 7 11 _��""""'-""'t"��' ,/,,-,,,,,�;�,,',,,',,�""","","�.',,,','�',�"/�,',�, ';"".','�,"" 2. The estimated runoff coefficient after construction: �"�""'-'�' �"-"""'?"'�/" '� " , � " Irl "I �' " �' '� , , - ",'� X , � ;'-"�5;'�?A - 'Y�e z/ - I I "I W""�, "-"� I I , -L' VV'//M/"/ ", "", , �' � '"', '� ....... �� I F , IV) TO ' " " ,� .- '� �'� , '� � \, ", , � , '-, , 36'TWN L, .IV �;' ,,'�"�""""� "' " �2�:�"'�'��"""�:�' "� � '' " L� �' " "X""'?"', ! I , ""�;� ' EQUENCE OR ACTIVITY AND IMPLEMENTATION � I IF I I I 101 , � , �",��'�"' ", 0.20 from pond. ��"" Zl�',?'�"?'��"'� Z' , " , 11 -, A � �__ W�15'1;1�1""_�"" , ': "" " '� 11'�""','�",g�""�" " " " I 'o", '/'V �:- ,,,,, "'N , , "� I ; \\\ '�'��5"'�""' ��-'�;g//�/X/-�-gg - - =" ,,,,,�,�,,',,',,,,�,,,,'�,��,�,,��,� .", I " " � "'�'///' 3, The estimated runoff coefficient during construction, C = 0.1 to 0A '� , " , �� " S OF MAJ 01111111 , 0" - I'll " "I , - � � �1-1 "/��' ��,'��',,�'��,,�"-,�,,,fl,,��',,?,�,�, � '�" 0- '� ��"��"""'�'��%�' " / / "M '7/ 111, / "I I � 2: ,q*j � 0/////////1111'11 01 /�"'§ / ;,,,,�,,�;,�,-��,',-,','�:""","",",��"'�"'��"""",',��,"',",�",,' "', I � "6. � �'."��'' '0' , '��//"/"� / "I W NMI, " '%,' 'A � ,�'� LLJ IQ � �-��,�""",�"",�"",�,:',,�,��,��l,,',,� " �//g VZ/V///' -"�� :""""' ��"'�"/`-']�;��;�"' " "', 4. The existing soils are listed as Lake/Astatulo per the USDA Soil Conservatlon Service Soil /Y'�/r/ "�'��""�,'�"_"�;"" � 1///E/�""""""'-_" X'Y� " ", , � "I 1I '� �' / �� i'l � , I �' , " , ��/'�'�' I lv�//' , �"'�"' ' ' 1// ��"' !�;X',Z��" <' 1:1/, : , / " 1 32" 1�11�� / ","'I"'11"15 "',' ""I'll'," '� " " I 'L EROSION AND POLLUTION CONTROL MEASURES. (i.e. SILT FENCE & �> � ' / , / I , � , " ;' 11 I \\� /� I I I" �'1111'11'1'1,?010�1' �1_11 1 . fNSTAL1 '/' ' , / " X !%S Survey of Orange County. I , I , / "I �, �" 11",R"I - L_ 0 W;'�''�;�;"4"; ME F0/1 " , I '/ / ' ," I ',"',*�'-1,12 ! ' I � � , ,;* 11"; J I V�' 40,4" 1� LLJ " , \'�"'/' .V �p��,'�,�,��,,��,,�-�',','�""'�,�,- INS/// / ,�""",,-".��,,�""",",�,�:,:, ,�,l��'I",""��',',,,�/?/��//,//?�,/�/ '11�"i' -"'�"�"",::�/':�:'�' �"' " 'W"" , HAY 8k ES) I : \ I // 0 "M I 1� ", R_ � 11 _' /�'/�' 0 a "I'l-, � , N I '/ '�1,111�11'1 111 k I / , � , '/ " - // � /�' �/�",'�"��"��'�' ?� � /"Z";�"'�'` 1,11"',"I", � ��" � , �" " I 0' 1- "I �' � I "� O:f � L, '' I - -�,,�,,:,��,,��,,�:,�;�,',,,,,"".�; r I 11 , "-""'��'� ," , /� 4 bn � � " , , " "", , , � _� '� I I 11 1 I I I '� I 11"'."_'%' r �@/ �"",�,�,,,,,,,""",""-,",,,�""",��,,, 0- E. Site Map: N'�' �,',',",,,,,,,�,,',,,�,�:,�"""/,;"",, "'� , , '' '�' "I" / , �� 11;�"' �" �"' , � - " ,�:""" ��' ""' 1 14' , Ml ME // /E "� ":,", "� N" ' ' '�;; � ,I \ � ��,�,,�',,�,�,,,',,,'�,,,,�,',',,,'�,,/�,, Z CLEAR, GRUB & EXCAVATE RETENTION AREA. '�'�� ,"�1�11'1 ��""':" '� - � I I -1 = ;�l � 11 -��"" """' , ' "'' ' : , ; /I / I // I � �Ie �" , " ` '�','�"�" , ", , I i ,�;""-',"'��,":�:' ',""" �'� / " I '�� ` , I , / � �X'�V' � \�'� " � I I "/ 1, , - I '/,/ � ""/ : " //� // -, I �/ �"�'""'�'�"""'��Z'.' ' - 0 � See cover sheet of construction plans. �� All ", I = 1% _J � 0�",'�"','O"""�' I �';,"-"�'�,,�''�////' "I'll", , �'� "I 11 � - L, � , " ' �" 3, CLEAR REMAINING AREAS TO BE INCLUDED DURING THE SUBDIVISION ��,,,",,",,'�,��'�""��;�,� �'?"'; "', 'VW&f'/""."""A '',-'I'll, ! ',':��""�-',i�'�*'�� " ` "'O"� M',','�� " \\\\-A, � N , � � � """." �' / ��/' '�" 'M 36" 0 : " I � , , , / � �' , LL_ 11 " , '' �// " �/' �`U (A � " , �' , ", "" ��/" " F. Recgiving WatersZWetland Areas: __ q ,',,'�;�,��,��,��,,,,�,,��,,,,� IMPROVEMENTS. � N-1 ��_" ">, / , �11 �' - I 111111'1'� W, � /� /////" " "_ I "I,\ - � �/ , ,I 0 e � � \1 - � 1111�� 11"" �'�� 1 , The site is discharging to the north to State Road 50 drainage ditch. " " "I", �' "I ", - " I'll, I * : ""I'��,'�,,��""I'll",�>�,,�, z'��--5"-�'�'��o�"' F= % -4 : '�L' �/,�,��,,�-.,�,,-,-,,��""","",",-, -1110�/// C) U) Li ' � "'?'��'�' �"' �" �/� , io 0 =) �� //��"";�"�' "�"�"'�"' , / 111111-111-111 /�?�1�11f"�'� I , ��' �," "I - 1 44' 4� GRADE SITE, INCLUDING FILL, ;5 UJ : , 1�11'� ",`;' �'1,1'11�1'��'�� I _J .. 014% U 0", "" """'l ,� "'�l , 11 // , ,/ , I Ji I I � 1/101/111 0 , ,,,',','U��',' ., ,","'�r " I I - - � ,�' ""�';� � , 'Z'�"' %1'11 (A 13 ', � 2. CONTROLS D. Approyed Stote and Local folgag or Permitp: ""�1'1160' I I "'I"* '_;tj Q. _J %_ 0 : W 1'1'11'11?1�':"1'_'11" ' 4) : co I 0? .1 1,10-,,", ��/' - 0 ;0 0 5, STA8,12E TOP SOIL WITH SOD/SEED & MULCH ACCORDINGLY, 0 %-.# , '?",� I � q� " '_ 1� , . ; "I'll, e � I - 11111"MI'x , '-� .P� � The contractor is to adhere to the following stormwater permits that will be �' gl"' " S CL � " 9 "'W -g-11,1 , Mlllyl � �� "z"' , I "I" � ;: A. Erosion and Sgdi ent Control: issued for this project: 0 ir � � I— "I "I'll, 1111o' I ';/'� I F// � y"111121 '�"" /' %A 3 � � "� /' /0 � a I , ��Jlw � 1, St. John's river water Management District // !1'�/ 0 rn � a I � ft� � 11 � During the construction operations, the following control measures will be used to prevent I �'�,"'-�� 01'--* � Q 2. City of Ocoee /Z// . � W LOCATION UJ � erosion and sedimentation., ;a : I I tA . � � i� �__ : _1q -4 K : I 1 � Clearing & grubbing will be performed to minimize the impacts to the , '�"/'M�� < I Uj 3. MAINTENANCE '� "I'll .--;---, LAT71TUDE 2T33'01" N, LONGITUDE 81'33'19" W : unprotected areas exposed to erosion forces. Construction is limited to areas of �'_ �` C: 3: � � I, % 10 : � 111� � clearing. M � : � ; 2. Excavated materials will deposited in a manor to avoid washout from '11�� I ck:� � fy � 0 SILT DEWATERING � I . : W stormwater runoff, All stock piles will be protected by sediment containment devices. The contractor shall be responsible for implementing and maintaining all pollution and ��_'_�<�_�111�' - A' � I � - - erosion control devices on a daily manor. A report will be taken to record any - 0 � ic5l 3. All drainage structures will be protected during construction. See the erosion FENCE , , �Zz/zz/' � 11 48" � � r- deviations from permit compliance. ��_'_"�__ � �_ � � � � 0 control and grading specifications listed on the approved construction plans for this F/1� e ALL DEWATERING METHODS TO CONFORM TO ALL C10 � U) //�' � project. � � I I � i It-, REG,ULA71NG AGENCIES � � � 0)"_ lip I � : 54 4 ) Z, ' I � I � , __11. 1. . : = 4. INSPECTION I � 'r- I B. StgrLnwater Mgnagement, I 1111G��?' �. 4 : I 9 I 0, e" " �q � ; kk4 110 - _'_11 � 9 The stormwater system will be handled through a wet detention area. - a4f ..N-O-TE I I � :0 The contractor shall inspect all pollution and erosion control devices weekly and within k "�?q :�� - I UU! � r_ ___ZZ - _!!�� I � ; W 24 hours after a rainstorm in excess of 0.25 inches. The contractor shall report all 11-1 _Zz' ' i E � � � ", THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT i In, findings and list the corrective actions taken to correct the deficiencies. These K1?/1$._ 'S I i9 C�&��___ tP44 '�' � 0 C. Other Controls: & ��_ 4 N GUARANTEED ANO SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY 0 reports will be submitted to the engineer for review, *'>:�_ - i � 06P'Z�' �� CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES 2 I �f-�-�"� TKE i �' , -E The contractor, at all times, will: 1_ZZ __ ! 0 NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN I = 1. Dispose of waste by appropriate means. I e" i $ 1 ON THESE PLANS, PRIOR'TO THE START OF ANY CONSTRUCTION ACTIVITY IT 0 ; 2. Limit off -site tracking and spillage. / � U) 1 5. REFERENCES � � " � S14ALL BE: THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS : 3. Dispose of sanitary waste by appropriate means. MAS H. SKELTON, PE � � 9 4, Hire only certified technicians to handle or dispense fertilizers and pesticides. ' IST � � 0 _ UPLIT'IES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS t�� 64RTMEGO RATION NO. 4 � ' � - 2752 � 5. Stop work when encountering a spill, will not resume until directed by the project - � � The construction plans with specifications for this project are hereby referenced and P". OF THESE UTIUTIES WITH THE OWNER OF THE UTILITY PER SSOCOF AND F.S. 556. � ; = engineer and have the disposition of the hazardous waste be made in accordance with all � � Z mode a part of this plan. � � � � :1 I regulating agencies. A � � � � 0 SHM: 1 0 OF: � v r_ -i 7 M I : : � � � ; - : 1 4 � � F4 = - \ — X04- .."�� W 4T_ Z a ; 7 1 i � � i i I C I � � I — � ? � - � : : = � Q � : is : : -;-; � � 0 � : : ; I � I : � . I � I � I I � I x 1 F % x .A 1.0 o > u o t IN 00 � 6 STUB & PLUG / 10 lip CD » II -° 2 f E VALE _ a � � (D E $EG ° GATE ALVE as 0 6» FIRE LINE STUB & PLUG" » 6 GATEVALVEi FOOT TYPE F CURB & GUTTER Iz i 12_» DI INLET f WAT ER R MAI r , TOP EL. 125.50 t .61 FLOW LINE EL.- 125.13 _ ar �r INV„ 120.00 STM i _ ar f f INLET f INLET RE USE LOT 0T TYPE P f r f WATER N � $.5 L ETA. 4+42, STA. 5 L P EL: 123:0 TOP t� O EL .Ofl a » SLOW LINE EL 123.48 FLOW LINE EL. 1. » 58 3 L , . 1 GATE VALVE <r. t V 118 O t,, _N . N O INV , �N� :0 RCP 0. , 1170 z of p ., w w . � N V. S 1 470 LF 6 w w a. 1NV. S � :7 LTA its 5 { ,t o r o0 t . t. C IN TA F_ PV r S LL L l r..v... , , n f .. / 0 :, IJ 1 1 r l ,� LEY GUTTER o � � r r. _ SANITARY LE a_ r, r � GATE VALVE 1 r t,,: t .r _ ,,. 7U PLUG f f ,. to =. ,: x , _ STUB LG v T 7+2 a. ,. INV. t� .� S , ... ru , S B&IJG L o I sx � o P r T : f}�: N : , .. ,. 6 FIRE LI E NV 1 a r a r i 17.1 a r 2 , ,� TOP 0 , a . EL 122 1 F r �5 L 24. t / STUB P < •� S & PLUG : a_ B L T . r{f a _ .r a. _. iy ' .50 0 r V W 6 GA IN 113.74 ^ , r GATE VALVE :, N _, t y� _. s, r � ca tJ � rt . � , , PVG F » 9L 4 m TOP L: : t i _ . r^ , F1R PVC r , INV. 11 '�. t .. t r � RV: E 2 80 r SE RCP 0 0% _z , . ,A i 1 STUB f. � 3 2 B & IN LF NYO T W EL � , FLOW L E r L t ,. V. a a SAN SER 1 r a '' r 7 � W W r r'' 1 5 1 2. :. PUG I V 11 PVC 4.4 L N . S 2 50 t _ _ � ,f' 0 a, .: ,tSam cL INV. �NE)}� .66 a� : r t F i .t t o , INV. 9 .SO ,,, ,r t� r w 3. t,r. ,, r x .� . , vs cry 125:25 try , x .r { .a a 5 99 a `- � ar 12 a t }� r t : 9 a r t rt r a �t. t o t B t tt STu & U rt / �' { PL G r as F t r ,�' INSTALL L t r a r a / 21 0 3 13.00GU ER 1 r. {t .. } _t / ... � r : ir ✓ f'r to a o O PVC o.4o% +� 50 LF LEI,LOT 1 � 6 STU1� & P N , uG FIRE L a cy r t a_ E Rt ,r RE � r , �.. TOP EL: 122.00 0 co N o 6 G.. .t: ». r NV. S 112.E 1 h �- 25 LF 1, , Pv oas r, BOT E . 06. 0 c, » RCP L 1 0 .. . 5 RV. SA& MAN,t E 4 -c3 2LF 36 i Q ...,. RCP 0.509� .�..r:___._ t t° clt 1 20LF 8 a , 6 R IN P t3, t 5� J' ra FIRE LINE T TY PE INLET STUB 3c UG STUB `PLUG 2' f STMr S LT INV. 11 62 IT MANHOLE.� s ar r f _ x T PE P INLET t t.. STA. I R, OF E 3 s T � U2, 2 LFSW IN 1 .2F -'[. EELT R LAL 2 .8 ORCP 0.60� ., P EL, 123.90 6' N. N - cry o INS; �E) 123.48 .G ENE EL W1w. SW_ _ FLO L- G _ � I Iu 9'S9 oA I }� Fyn . 11 rA It"I ,/ t? �N S 'q+ «32 a ...r 3+ 1J.44 �* ' +� C� g 50 I.JTREET A' 00 R w 5CAl.E. i 40 HORIZONTAL c; 1»4f VERTICAL Q sue- Cqelid tu tn c� cr°y A3 o I -- --ra ..� t.y �t c, a tsi 5 - W _ EL. jj }jam e 0 I/ ��ry] r 1 6 L w J ------------- o0 im a EL. 124. - .... z LLJ ft LE. 12.0 EL. 120. --._... 1 �" L -- CL %67- -7-7-41 14 L. A EL. 11 . 1 _ . CL l..._ y. m 0 L. 112.0 9. LIJ U 5 3 L. 10 LA 108.0 E 0 till u E v c _ , a y � - 1 a A 1 A n .: THOMAS H. K TON P SEE E REG}STRATI N N0. 42752 O ry1Co- __tn Rumi .w... QS - C m 00 ® + f0`f-O ,�-l-n 4-f -!- + - SHEET. 1 17 OF: N a �l 23.03 C3 LOT CN n r 10, mo if 25.39 4 8'x6' SHED (PUMP HOUSE) a- 0 x 1 t3. 0. < x 122.36 20. 9 E x 0 x 120.75 x 124. x 123.03 cn 1= V) w V) *t00% U u U oll x t3,67 B V) V) V) 125�36 13 1 x 120.80 of 0 60' SCALE: ln 30' x 124.21 116.0 xx 21 Luj t u Q 000 800 Lj- U- U- 000 X' k4404 32, 0 it N x 137,98, LC5 a:: ffi I 2C� 0 IOR CL CL a- cn V) (f) x 120 80 A A m Of m C) C) C:) C14 C-4 C) CD a m 73 16 9 6 1,4 9. 9' x 8 5 x Z' x'21 1" 4'137 �8� 167.85 As� 67.77 �'29 45�pq x ......... ATTACH SKIMMEil? USING STAINLE'S�S STEE'L Z-8RACKE7 WIVASONRY CONNECTORS TO STRUCTURE AND STAiNfLESS STEEL THRU BOLTS TO SKIMMER k F- FISREGLASS Si(I'MUMEUR FIBERGLASS SKIMMER TOP OF SER p CONSTRUC7 D.O.T. TYPE "C' A40DIFIED P/L DITCH 3070\0 INLET WISTEEL GRATE L SOD SOD < 2 (REFER 70 D.O-T INDEX. 232) Ol 10' L/S- 35V 1 16' VAR, i 10' L S- SOD W—NT � SOD MAINT. BERM BERM 12" LL- CAP —INV. 11&00 LLJ N �2 FLAN VIEW 0 p z o 6p*x54# TEE W15## 11AL PIPE_ HOLE DRILLED IN BOTTOM LLJ Fl -23-.81 L-i 123.3 TOP OF BERM EL� 123.80 cif 1 123.3 123.8 F v OUTFALL IN, I IN SKIMMER 124.30 4 (MAX.) 1 TOP 'OF 115.75 1 MATCH EX. GRADE 10 (MAX.) 10 (MA GRA7:* ELEV. 123.80 ME, VIEW W.S.W.T. EL. 1.1,6.00�Z 1 5 (MAX.) 1, 14.00 v 4 (MAX.) 5 (MAX.) 807� OF SKIMMER 12,3.Jo 1 1 60 BOT. EL. 0 PVC ORtFICE INV. 116. 00 2 (MAX.) 106.0 2 (MAX.) 18 OUTFA PIPE W15 " HOLE DRILLED 5 5 5 5 � IN BOT. OF 6"x6" TEE L 1W 115.75 ON rff`� Ag) FRONT VIEW OUTFALL STRUCTURE DETAI a LS THOMAS H. SKELTON, PE REGISTRATION NO,42752 F.D.O.T. MODIFIED IYPE 'E' lz Fm SHEET: OF: 13 17 to C; C:) Dome Pattern Shall 66 In-L;ne GEIVERAL NOTES C) =1 2" 5" C14 With Direction Of Iravel 1. Public sidewalk curb ramps shall be constructed in the public light of way at locations V) a 0 (or) 2 (n M Edge of Detectable Worn"mi that will provide continuous unobstructed pedestrian circulation paths to pedestrian areas, to elements and facilities in the public right of way and to accessible pedestrian routes on iE C8 adjacent sites. Curbed facilities with sidewalks and those without sidewalks are to hove J C:) 6 curb ramps constructed at all street intersections and at tumouts that have curbed Cr- 0 0 truncated Dome 019" returns, Partial curb returns shall extend to the limit prescribed by Index No. 515 to z (see Detail) 0.2, accomodate curb ramps. Romps constructed at locations without sidewalks shall have a Curb And Gutter landing constructed at the top of each tamp, see Sheet 5. 0 0 0 fc�, Inlearal Dome I r- A 30' R Or As Shown On Plans E 2. 7he location and orientation of curb ramps shall be as shown in the plans. 0 0 0 0 0 ,J"Exp. Joint A Curb romp running slopes at unrestrained sites shall not be steeper than 1:12 and cross 0 slope shall be aO2 or flatter. Transition slopes shall not be steeper then 1:12. Wearing ,-t,o TRUNC4TED DOME VAen aftering existing pedestrian facilities where existing site development precludes the 4" Drop at All Drives Surface PL4N WEW accomodation of a ramp slope of 1:12, a running slope between 1:12 and 1:10 is permitted 2"R for a rise of 6 moxmimum and a running slope between 1:10 and 1.8 is permitted tor a roo IC14 Curb And Gutter In in in All sidewalk curb ramps shall have detectable warning surfaces that extend the full width rise of 3' maximum, Where compliance with the requirements for cross slope cannot be fulo, 2 1 i met, the mintinum feasible cross slope shall be provided. r /- YR st g i of the romp and In the direction of travel 24 inches (610 mm) from the book of curb� PLAN -:4' Romp running slope is not required to exceed 8' in length, except at site's where the plans (a CURB RAMP DMCIA&E WARNING SURFACE specify a greater length. :2 2 3/4"R in in 4. If a curb romp is located where pedestrians must walk ocrosg the romp, then the walk Base w,0 shall boye a transition slopes to the ramp, the maximum slope of the transitions shall be �40 (a., 1:12� Romps with curb returns may be used at locations where other improvements provide �4" guidance awoy from that portion of curb perpendicular to the sidewalk,- improvements for -;.-I I r STABILIZED 56 guittence ore not required at curb ramps for Aneor pedestrian traffic. ....... 5 6 1 d (98%) SECTION AA 1 1 1 :: U 9r9 tend the full wt�dth of the romp and in the IS 5. Curb romp detectable warning surfaces shall ex A 11,01 Soo rryp.) P -2" hall be �>�//go �� direction of travel 24' from the bock of curb. Detectable warning surfaces S 6" P-61f Sk' oT Pit R 7 constructed by texturing a truncated dome pattern in conformance with U.S. Department of Justice ADA Standards for Accessible Design, ADA. Acessibility Guidelines, Section 4.29,2, NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE 07, (deto# shown above left). Transition slopes ore not to hove detectable warnings. OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE UP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. 6. Unless otherwise called out in the plans, the romp detectable warning surface shall be -710 to colored in accarconce with section J51 of the Standard Specifications. 0/f- .6 , (?o Sx, TYPE F CURB L 51-00 7. Mere a cLqb ramp, is constructed within exisvng curb, Curb and gutter ondlor sidewalk, C. 6,,, 47 the exleth7g curb or curb and gutter shall be removed to the nearest joint beyond the curb NOTES: SECTION 88 Sx tran0ions or to the extent that no remaining section of curb or curb and gutter is less 3' Ld W z Bock of tAJ L4J Curb 1. THERE SHALL BE A 1/2- SEAL JOINT BETWEEN than 5' Iong. 7he existing sidewalk shall be removed to the nearest joint beyond the 110 SOD (7`11P.) j67, e:Pe BACK OF CURB AND DRIVEWAY. 0 0 transition stcpe or shlewalk is less than 5' ibnq� / * I I - Q Q 2. CONCRETE IN CURBS SHALL BE 3000 PSI. P" R qv 0 0 0 U- U- U- 8. Aohli-numetic identifications are for reference (plda4 permits, etc.). I _Construction Symmetrical 0 0 0 0 9. PWc sidewalk curb ramps ore to be paid for as follows., About Driveway rt Ramps, reconstrwted sidewalks, walk orotind sidewalks, sidewalk landings and sidewalk Face of Q) 110 Wearing TYPICAL CURB CROSS curbs ore to be portd for under the contract unit price for Sidewalk Concrete, (-' Thick), Curb Surface I 1 0 U U Sy� Curb transitions and reconstructed curbs are to be paid for under the contract SECTIONS Y-i5n M 3' TRANSITION AT DRIVES ffi e5 U-1 uni? price for ft parent curbo i.e., Curb Cona, (r),pe -)o LF or Curb and Gutter Canc., a- a. CL (�pe Lj� SECTION CC Men a separate pay item for the removal and d7spowl of existing curb, curb and gutter, W U9 a in V) VALLEY GUTTER DETAILS andlor sA:tewalk is not provided in the plans, the cost of removal and disposol of these 255 features she be included in the contract unit price for new curbi curb and gutter ondlor Cy- M CLI sidewa* respecbvv� C) 0 C:l C:) C14 V DMGN A(07U C%4 C) a6l 1. The color requirement in General Note 6 is to prco�js a onrik-on-light visual contrast �Ip between the defectobtt warning surface and the adjol""t walking surtace. Where adjacent walkihg susfcces " coicred or are constructed with mcfeauls other than standard Class I 0, - Portland Cement Concrete ;n accordance with ,;sobicft 522 of the Standard SpeclAcations, the plans nwt provide &r detectable warning swtace coloic or materials that provide the necessary contrast, either dict*-on-light or ight-on-dork. r12 0.02 a Crosswalk w&ths wd configurotion C-2 C� may vary but must conform to Omit Joints On FDOT Index No. 17.144 and 17J46. El 0. For BACK OF SIDEWALK CURB Curb ROMPS OR BUFFER MAIVSMONS And for RAMP AND SIDEWALK CURB 0077OMS See sh"t 4. Back Of S,1,,*nra,,1k Alignment itriatlans to iii Crossivolk widths and canr,,guration �P, may vory but must conform to FOOT Index No. 17J44 and 17346. Turnout or cz� MAX 1:12 SLOPE C`3 tzs k 12 Y Min, (TyPical) Side Street ON *BOTH SIDES 2' Min. Full Utility Strip mox H/CAP Heigh I curb x RAMP ASPHALT 2' Min. FLal DR E r lol Height Curb .... ---4 6 Or - When CrOSSW04 "rao-079s ore reouirso'. 4 (sigrolibed ii-tte-s-n-fisrs) ramp on ust be to 4 v, A 4 q BASE CONC. centered w,`t�-'eT c-osswzn* lierits ord UNEAR SIDEWALK RMPS Note: A portion a( one or both romps or porol/e/ wit#, rre ;-�-)ected ccrosswao� ;lr-0 transitions may extend beyond the P. C 6 2- TYPICk PL4CEMENT OF PUBUC SIDEWALK CURB RAMPS AT COR60 RE77JRNS MIAMI CURB @ HZCAP RAMPS R/W R/W -111-�S 0 D- 60V RIGHT OF WAY 2.0' 2.0' 9.0, -1 1- 14.0' 14.0' 1 9.0, -0 �.w 5 < §/W SOD SOD S �W- ------ it% txw 0m: V*ft lo" stope, Was, y -Zt 4 zzz� �-,, , I - U) ease -zm T. �4 'o- 1 NkN�. oint K 4 .. I A LLJ 07 CRETE SLAB 3" THICK REINFORCED )4- y .1 -E�21'. 6"X 6" 10/10 WELDED WIRE FABRIC SOD 7YPICAL DRhEWAY CROSS SECTION A Ig Jeri < TYPE 'F' TYPE 'F' < PLAN CURB CURB B cr- PLANMEW fis �4' ft Recdorild Sopati 1' Ofty Ba street r county ASPHALT *NOTE: SIDEWALK TO BE SUBGRADE ILI- #*at (SEE SPECS c CONSTRUCTED AT TIME (SEE SPECS *NOTE: SIDEWALK TO BE BELOW) BELOW) BASE LIJ OF LOT CONSTRUCTION CONSTRUCTED AT TIME to" 4' Thick. Constr. 4 sodt of CA -10, 11 LAJ SOD (SEE SPECS e 101. at .4 61q.- US "0 =*"Vt me: OR BELOW) OF LOT CONSTRUCTION sof 7. 0 SEC71ON B-B Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut 7 7 7 7 L Z 4 7 Z 7 M or Ron Mit as Part of Sidewalk Romp. entire and R,*,Oo < Vail Dom - oU'o tar Curbs 1-,19- max slope t MICA 9Q.5EM& I Textured Surface 12 M0o kiii!! It ADDLE to on Textured au am za2zz Z L 7 z z z I even **t or sawcut expansion joint E 1/2- N" SEC'nON A -A SECn,,'Ohl A -A ROUND CONCRETE-` #4 ROD 16" 1 NOTES: TYPE 'F' CURB PIPE MIAW CURB SPECIFICATIONS FOR THE INTERNAL ROADWAYS ARE AS FOLLOWS: > 1. Pro�otde Tooled Joints At Distwces Motzh" The Width. VARIES E 1-7 < U SUBBASE REQUIREMENTS: Also Place Expansion loints At Wvewoys. 1 7. If Some Physical Obstrutticom Evits which Prevents THE SUBBASE SHALL BE STABIUZED TO A MINIMUM DEPTH OF 12 INCHES The Placing Of Sideoclks As Sh�"m, Coortatt The TYPICAL SIDEWALK Engineering Division Por Alternate Lomtiom ROUND CONCRETE PIPE SECTION AND COMPACTED TO 98 PERCENT OF A.A.S.H.T.O. T-180 FBV 50 PSI. 3, Wooden And Other Spocers AM Not Be Permitted in Sidewalks Or Ortvamays. CONSTRUCTION AND NOTES: BASE REQUIREMENTS: 4. No Coatings Of An;pKtnd W01 Be Permitted On Concrete Sidewalks Or t Driveways Without actfle Approval Of The City Engineer. LIMEROCK 6. All Concrete Shall Sa 3000 psi Min. 0 28 Days. RAMP DETAIL 1. PLACEMENT OF ENTRANCE BARRIERS SHALL THE LIMEROCK MATERIAL, MIN. 8" DEPTH, SHALL BE COMPACTED TO A MINIMUM G. concrete Surface to be Light Broom Flnlsh� --ft"k BE ACCORDING TO F.D.O.T. STANDARDS. 7. C rete Drl"way Construction shcfl be 6' thick w SxS/10xlO W.WF-, DENSITY OF 98% OF THE MAXIMUM DENSITY OBTAJNABLE UNDER A.A.S.H.T.O. S. R*ammps Shoff Have a Tactile, Surface, Textured to a Depth Not Exceeding 1/8' by use of Tomp or roller METHOD T-180 PRIME AND SANDED. In Conforman with Requirements of FOOT 2. LETTERS REFER TO F.D.O.T. DESIGN ce ALTERNATE BASE REQUIREMENTS: Roadway and Traffic Design Standards, Detail 304 STANDARDS "DIMENSIONS AND QUANTITIES Or Most Recent Modification& SOIL CEMENT 2. Ail ramps shall be In compliance with ADA requirements. CHART ON INDEX NUMBER 272. THE SOIL CEMENT SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY PRESCRIBED UNDER A.A.S.H.T.O. T-134 3000 PSI PRIME AND SANDED *2% CROSS SLOPE MAX. SURFACE COURSE: C"O"NICRETE MITERED END SECT10"N' D ETAI L MINIMUM 1.5" TYPE S-1 W/ 3/4" OF FC-9 &THOMAS H. SKELTON, PE ;TRATION NO, 42752 SIMET: OF. 7 30 a- I 11 0 4� z DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY E SCH� 40 GALVANIZED 2*METER TEE AND HOSEBIB PIPE AND FITTINGS PROVIDE TEMPORARY FLUSHING WATER MAINS MAY BE DONETHROUGH THE TIE-IN VALVE SUPPORTS AS REQUIRED. UNDER VERY CONTROLLED CONDITIONS. MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). X THE FOLLOWING PROCEDURES SHALL BE FOLLOWED, BACKFLOW PREVENTER 2' BALL TYPE THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN RLY WARNING TAPE IN ACCORDANCE W" PIPE SIZE CURB STOP A. mET&uc LOCATING WIRE- EA PLANS APPRM BY WITH LOCK WING THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO THE CITf cn V) 12" TO 30" 3�(4" HO EBIB VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE FINISHED GRADE GATE VALVE 6* 8" ion 12" 16m 20" 24" 30w 36' ABOVE /VACCUUM BREAKER NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE y GATE VALVE mmmmmmmmm= GRADE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. TEST COCK (TYP.) 900 BEND 29 37 44 51 65 77 89 105 120 2 SD 9 2" SDR9 POLY S RDIVPVC OR SCHD� 80 PVC. B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED NION AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THREADED 45* BEND 12 15 18 21 27 32 37 44 50 u Q e 1" MAX. NIPPLE (TYP.) 2 REQUIRED) ch th DOUBLE STRAP SADDLE THE NEW WATER MAIN AND FOR PROVIDING WATER FOR IF, 1211. 11 BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY x 22-1/2' BEND 6 7 9 10 13 15 18 21 24 THE FDEP PERMIT. BEND 2" CORP. STOP 2' CORP, STOP 9" MIN. loll-- �20 REQUIRED) 11-1/9 BEND 3 4 5 6 7 8 9 10 12 0 FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK PVC WATER MAIN Typ. DEMAND HOURS OF THE EXISTING WATER MAINS. OR FORCE MAIN PLUG OR BRANCH EXISTING NEW WATER LINE 30 39 47 54 69 83 97 116 133 WATER LINE 0 ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE "I 5� 17/1\ �//\� \/'\\� �\/7 '//�\/_Z5 FINAL GRADE OF TEE OPEN PRIOR TO OPENING THE TIE-IN VALVE. W 0 PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN METALLIC LOCATING WIRE POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT 1" MAX, 18' WIDE X 6' NOTES: T a DROP BELOW 35 PSI. CONCRETE Sm 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE SL FTC AD All 0 TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, FROM WITH 14 INDICATED. 1 AR T-O TIE-IN VALVE MUST BE CLOSED AND ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS AROU D t2 REQ-D.) S MAIN ERVICE 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO REMAIN LOCKED, COUNTY TO PROVIDE GREATER THAN 10 PSI. OR GREATER THAN SHOWN IN THE TABLE. LOCKING MECHANISM. VALVE WILL BE UJ LU OPERATED BY COUNTY PERSONNEL ONLY. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FMING uj uj COMPANY UNTIL FLUSHING BEGINS� 0 0 WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. Q 0 0 0 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS TEMPORARY JUMPER DETAIL D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE U- w NEW MAIN, THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE 0 0 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS COMPANY AND OBSERVED BY THE ENGINEER. RESTRAINED UNLESS OTHERWISE INDICATED. BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. NOTES: ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN uj w RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE a- a_ OF NEW MAINS UP TO 8" DIAMETER &5 FPS MINIMUM VELOCITY) AND FOR THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN 1. PVC PIPE SHALL REQUIRE INSULATED METALUC LOCATING WIRE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: PULLING BACTERIOLOGICAL SAMPLES ROM ANY NEW WATER MAIN OF TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS IN GOOD w cn ANY SIZE. THE JUMPER CONN WORKING PRESSU P.S.I.- AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW PREFORMED BY A QUALIFIED BACK FLOW PREVENTION TECHNICIAN AS 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE Fu USJ m cr_ MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE ECTION SHALL BE MAINTAINED UNTIL WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CAM LOCATOR RE 150 APPROVED BY SEMINOLE COUNTYSCROSS-CONECTION CONTROL PROGRAM. SOIL DESIGNATION: SM ISAND S-I-LT) LOCATING WIRE SHALL TERMINATE AT THE MR OF EACH VALVE BOX FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION fc� . 7DEP RTINENT AGENCIES HAS BEEN RECEIVED BY SEM. CO WILIPIES. G 12' ABOVE TOP OF BOX IN SUCH A LAYING CONDITIONS: -3 a 0 & OTHER RE 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 6" IN 3. AND BE CAPABLE OF EXTENDIN THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATM. C14 C-4 LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PRESSURE OF 20 PSI IN THE NEW MAINS ALL THE TIME AFTER USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE R IS OBTAINED. VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS DISINFECTION AND UNTIL THE FOEP CLEARANCE LETTE PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR ADEQUATE THRUST BLOCKING AND(OR RESTRAINTS SHALL BE PROVIDED BEEN CLEARED FOR USE BY FOEP AND ALL OTHER PERTINENT AGENCIES. TOP OF THE PIPE -, 0 OF 1.5. TEMPORARILY, AS REQUIRED. PIP AND FITTINGS USED FOR CONNECTING 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER 4. EARLY WANING TAPE MAY BE REQUIRED IN ADDITION TO LOCAIING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO WIRE AT DIRECTION OF CTM INSTALLATION IN ACCORDANCE WITH AWWA C651, LATEST EDITION. THIS PERTINENT AGENCIES, THE CONTRACTOR SRALL REMOVE THE TO BE COMPLETED BY THE ENGINEER. TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL TEMPORARY JUMPER CONNECTTQN� THE CORPORATION STOPS ARE TO BE BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA CLOSED AND PLUGGED WITH 2* BRASS PLUGS. C651 - LATEST. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CITY OF OCOEE U71UIIES DEPARTMENT CONNECTION AND ASSOCIATED SACKFLOW PREVENTION DEVICE, CITY OF OCOEE UTILITIES DEPARTMENT FITTINGS, VALVE, ETC.. SHALL BE THE RESPONSISILITY OF THE CITY OF OCOEE U11UTIES DEPARTMENT CONTRAOTOR� OITy OF OCOEE UTILITIES DEPARTMENT PIPE RESTRAINED PIPE TABLE. cq LOCATING WIRE REDUCED PRESSURE DETAIL TEMPORARY BACKFLOW PREVENTER DATE- WG: JUMPER CONNECTION 19TTE DWG: PC- 104 _j NgALL z DATE: DING. 90 BPSS 49 AUG. 19 L�j eefi rsel' DwG: __iJ_C0N FIG: SET TOP OF VALVE BOX TO RNISHM GRADE CONCRETE COLLAR rs E UNPAVED fEAS FINISHED GRADE ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT .0'. 0. a-* .0 *0 - *:v .. 0 *1*. 0 0 0 0 0... *0 01 1 01.0 0., 0-0 ;.0 �.0.0 0 6.0,0. 0 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. CITY, OF OCOEE UTILITIES DEPARTMENT GATE VALVE AND BOX DETAIL I I DING: CMX FIG: 400 HOSE NOZZLE AS REO'D. 24" SQUARE Op ROUND AND 6' THiCK PUMPER NOZZLE REINFORCED CONCRE7E FACING STREET SHEAR PAD. SEE NOTE I VALVE COLLAR 2 4 AT 9 (SEE DETAIL) 0 . C. LL AROUND D cvf) C 0 M, PJAC � �_ i A K F 1_' L M J HYDRANT VAR.IES ANCHORING TEE SEE NfjTE 2 < r I > V) __j < Lj row _)II/A 6" BEDDING ROCK E2 OR EQUAL < RESILIENT SEAT GATE E AND BOX �ANDARQ INSTALLATION_ (SEE DETAIL) :z �<_ 22 V) u- NOTES: 0 ui uj 1.THE DEVELOPER MAY INSTALL THE SHEAR PAD q :D § 4 u RECESSED UP TO 4" m BELOW FINISHED GRADE AND SOD THE RECESSED cy- SECTION. V) 2.CLEARANCE BETWEEN BOTTOM OF BOLTS AND C) TOP OF SHEAR PAD or� SHALL BE 6" MINIMUM. Lli CITY OF OCOEE UTILITIES DEPARTMENT FIRE HYDRANT ASSEMBLY DETAIL *4 DATE� Ff R402 TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3" MIN. SEE NO FINISHED GRADE DOUBLE- WYE�,' ti `\ ` w M • " ' ,SEE NOTE 4 , .. ./�.''✓� w cn '• . - v) ELAN COMMON .•.. ' PIPE O.D. • t FINISHED GRADE SLOPE TO f9 . EVAyp) 12 TYP. r ` / rcD .-. { SELECT 1.0 IN. COMMON -- UNDISTURBED • DILL . r w ROTALINE/\ E: Ln ® SPRING _ex a . SEE NOTE 3 , DEPTH ( . TERMINAL D / FOR SEE NOT 3 r' AS REQUIRED ( S ER , "HOUSE"..SERVICE 3M IN.){ TYP'. SINGLE a0U6 NOTES- 1.PIPE BEDDING: SELECT COMMON FILL 'Ca P TO 9 OF LATERAL LATERAL MAXIMUMHTO T _ 180. " 2. TRENCH " FILL. COM MON FILL COMPACTED 95 OF THE MAXIMUMDENSITY P HTO T�-'` 10. ' BEMILE 3. PIPE BEDDING UTIUZING SELECT COMMON FILL OR BEDDING ROCK IN BEDDING TRENCHING L Y BE ACCORDANCE CTII E D NOTES: REQUIRED AS DIRECTED BY THE CITE CLEAN-OUT1. E BUILDER " " D BY THE FOR PIPE p 24 D 4 . (SHOWN SHADED) S BE INSTALLED 1 IN ACCORDANCE WITH STANDARD PLUMBING I O CODE. FOR PIP E DIAMETER 24 AND LARGER. POSSIBLE, ` T B ER ICONSTRUCTION. 2. L SING CLOSE TO LOT LINE P 5. E P N THE BE INST WITH CING C THE 5; MAXIMUM. L PIPE T FA T . INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN DIRECTION OF FLOW. BELOW SPRING .LINE.,... . REFER TO SECTION 3.5 OF THE MANUAL FOR SHEETNG AND BRACING CITY OFOEE UTILITIES DEPARTMENT IN EXCAVATIONS. RESTORATION IN IMPROVED SHALL, BE N COMPLAKE WlTH ALL LEE. REGULA11ONS = OF GMNING AGENCIES. SURFACE . ! L. DETAIL RESTOR00N WffHN CTTY OF OCOEE RIGHT-OF-WAY SHALL COMPLY REQUIRE! RIGHT-OF-WAY UTILIZATION LA CITY OF SEE UTILITIES DEF'R EN T R CONSTRUCTION . TYPE 6 T10 DATE:f��Gr F6 BEDDING AND TRENCHING L DATE: D s. D FiG: J i i s N V ul ..d O d Z .m. .Y cn E z I cn cn i i v i O 0 Q U i 00 o 5 w w 0- w cn cn w c m r� 00 0 0 oa -0 c - L. � 1 i I a t o run z 0 a �x c- tv ra p I c.> TROWEL —FINISHED ED c CONCRETE BENCHIN G o x c ca TEE CONCRETE E' SEE MANHOLE CONNECTION PRECAST" t CN E . D : MANHOLE, WALLL INFLUE TSEWER NO TE 3 E �}.r�y RAISED 1 1 2 LETTERS ' FLUSH WITH TOP OF COVER�t .. .. NC a CO R ... OF VER11 PIPE �a , R OP PIPE �- , SEE NOTE 1 O fl N , , INLET CO NNECTION E y� AS REQUIRED Q BEND CO MANHOLE FRAME R • ,. « ', , t .. STANDARD - NEEST a DaL S COVERS IN IT Y FRAMES BEDDED IN MORTAR PAVED .. AT :S SHOWN IN PRECAST AT110N 1 /�••�) H O UNPAVED 3 STANDARD: , ..AREAS _.._. RICK 11. R ID 2' COURSES F TRAN O P , --- COURSES _ :CASED s: " 2 NON PENETRATING, , EN - 1 6 IN. SITE COLLAR PICK fl I NON SHRINK :GROUT 3 0 MAX. a� HOLES C O IP FLUSH H C D_ INSI W t w (BE NO 2 } cam' kIED EPDXYCO AL T COATINGSCES PLAN c� JOIMC S _ , MI w . C SPECIFICATIONS 5 CIFlCATI r PER PE PRECAST -MACHINED SA , MANHOLE �.,, , TNESEFCwIG PER SPEC SPECIFICATIONS pALL R SURFACES ES!ALA!� : E GE I PIPE AND ., REINFORCEMENT a :.' JOINT. , ,'..' .• IN ,, 1—P STEEL STAINLESS 1G BY _fix TO BE aE Ep O aETAIL �, - u.. C R � 1 1 4 a 8 MIN. BAND WEER a — pIP v APPROVED 9 THE " � g r r. , ......I .,STAJNLESS STEEL CITY T� , uj . PIPE CLAMP 2-7/8 0 . P E .. ,. .. RESILIENT BEDDING ROCK 2 MIN. CONNECTOR -.. STANDARD ELEVATION T MANHOLE ST 1-PLACE PRE T MONOLITHIC ?-- PIPE CONNECTION DONOR E E NOTES: I— I D MATERIAL ..... 1. DROP PIPE AND GS S E OF EQUALSIZE E INFLUENT SEWER. 2. THE CITY MAY PO ALTERNATE R TIGHTCONNECTION D AILS NO S. " " i " SECTION 20. 4.3 OF THE E SEC R a LARGER. 8 RU SE O CONNECTION OF 24 p PIPES MANHOLE SHOWN I FOR ER SIZE F 1< H E S " CITY OF NCO UTILITIES DEPARTMENT OUTSIDE PROP CONNECTION SHALL U FOR HALE DIAMETER FORSEWERS LARGER 2 3 AN AL 0 E REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT 2. DROP P CONNECTIONS REQUIRWHEN INVERT OF INF LUENT S IS LINES WHICH HAVE AN INVERT 29 O 2"OR MORE ABOVE THE I RT OF THE MANHOLE. SEE MANHOLE OPT`I0NAL MANHOLE � THE HOLE INVERT. ORE ABOVE CONNECTION DETAILS. FRAME AND COVER P aVEpCONCE 1C CONE DESIGN MAY BE USED T (4 MANHOLE )CONNECTIONIL �4 6 .I E}ATE: DWG: 202 I -S DEPARTMENT CITY OF O UT1L T1E k DWG: GATE. FIG. 1 PRECAST CONCRETE i MANHOLE THOMAS H. SKELTON 'P PLAN AND SECTION REGISTRATION E . 4 7 NO 2 52 DATE. DYti�G; Fi G SHEET: OF.17 G. 1990 MHPS 2 2 to QENERAL 1. BASE AND FIRST RISER UNIT TO Be CAST MONOLITHIC. C4 2. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE C6 C/) BLACK ALULAINUM FENCE DE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIA PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER �-EMERGEKY BYPASS CONNECTOR. SEE SECTION PIPE SIZES. 0 - H A -A ON THIS SHEET. FOR EXACT LOCATION AND GALV CLIPS 3. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. cr_ 0 a CONFIGURATION SEE SPECIFIC SITE LAYOUT 0" MAX 10'-0" TO CENTER (MAXI 4. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE z MIN 18 LF HOPE GOING SHEET. SPACING VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR To RECEIVING MANHOLE. VALVE VAULT 4" DIAL HDPE PIPE. TOP RAIL NON -SHRINK GROUT. V) E CAPPED NIPPLE AND V POST CAP ----------- 5. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN 0 �T WET WELL FOR PRESSUI TYP) 501 POST STRETCHER 6� WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 STAINLESS 83 A PUMP DATA BARS #9 TIE WIRES STEEL HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP CORNER 12" OC MANUFACTURER AND APPROVED BY THE CITY. UNLESS OTHERWISE NOTED. PUMP NO FABRIC 3g ROUND 7. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. T US$ BARS LINE POST 8. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 1 MANUFACTURER: �L_YGHT; MODEL: _q�-31 �O2 IMP._A_35mm DIA: (SEE NOTE 1) 9. CONTRACTOR SHALL INSTALL A "P" TRAP IN THE WET WELL DOWNSTREAM MM, SPEED: - 1700 RPM; DISCHARGE SIZE; _j:_ IN; VOLTAGE: 230 2 TURNBUCKLE TENSION WIRE OF THE FLOOR DRAIN SHOWN. cn En cn DRAIN HZ: _; PHASE: ___10 5 10. WET WELL ACCESS HATCH TO BE ONE (1) 30" X 48", CHECKERED HP: ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP, SWING GRADE 77Z MIN SOLID SIZE: IN; CURVE: _��35 HANDLE AND 316 STAINLESS STEEL FIT71NGS AND ACCESSORIES AS MANUFACTURED BY "HALLIDAY", PRODUCTS SERIES H1W ACCESS DOOR 2 MANUFACTURER: FLYGHT; MODEL: �;�-3�102 ; IMP.-_135 mm DIA: AT H20 LOAD RATING OR APPROVED EQUAIL. HATCH FRAME TO BE 3,000 PSI CONCRETE INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. V) V) V) DISCHARGE SIZE: _jL_ IN; VOLTAGE: 230 MM, SPEED: 1700 RPM, 11, VALVE VAULT ACCESS HATCH TO BE ONE (1) 48" X 48", CHECKERED HZ: _; PHASE: _50; HP: ------ �j_; ALUMINUM PLATE WITH PADLOCK STAPLE AND HASP,,SWING PLUG VALVE 6" HANDLE AND 316 STAINLESS STEEL FITTINGS AND ACCESSORIES AS 6'J OUTLINE OF ACCESS OPENING MIN SOLID SIZE: IN; CURVE: 8 435 12- 12" MANUFACTURED BY "HALLIDAY", PRODUCTS SERIES HZW ACCESS DOOR CABLE HOLDER G VALVE WX SHALL BE ENLMO 3 MANUFACTURER: _; MODEL: IMP; DIA: QOQQ1 LE 5WING GATE DETAIL AT H20 LOAD RATING OR APPROVED EQUAL. HATCH FRAME TO BE I CONNECT DIP TO HOPE IF FLOW METER REQUIRED OR INTEGRALLY CAST IN TOP. PROVIDE "MASTER" KEYED LOCKS. PER NOTE 11 MM, SPEED: RPM; DISCHARGE SIZE; - IN; VOLTAGE: 3/8" ADJ 12. PROVIDE AND INSTALL QUALITY CONTROLS, INC.,CONTROL PANEL, F OR APPROVED EQUAL, NTH NEMA 3R STAINLESS STEEL HZ: PHASE: _; HP: GATE POST GATE CORNER TRUSS RODS GATE FRAME GATE POST ENCLOSURE. THIS PANEL SHOULD HAVE TYPE SO. "D" HD FRAME 4" DIA VENT NTH VENT CA*P---- CIRCUIT BREAKERS AND HORIZONTAL ROTARY OIL PROOF, THREE NTH 2' SO. SLAB, AUTOMATIC MIN SOLID SIZE. IN; CURVE: POSITION SELECTOR SWITCH FOR HAND�OFF FABRIC OPERATIONS. CONTROLLERS SHALL INCLUDE ALARM LIGHT AS PUMP STATION PLAN (DETAILS) VIEW PUMPS OPERATING CONDITIONS WELL AS AUDIBLE DEVICE, ELAPSED TIME METERS FOR EACH PUMP. LIGHTNING PROTECTION (3 PHASE), PHASE PROTECTION RUNNING PUMP: AND LOW VOLTAGE PROTECTON. CONTROL PANELS SHALL HAVE PUMP I _L3-0; gp- 36.2 TDH ZEFF. AUXILIARY GENERATOR RECEPTACLE (100 AMP RUSSEL STOLL TRkrm RAM, TYPE JRSiO44-FR WATERPROOF RECEPTACLE OR APPROVED HAR,-X W� LOC%T EQUAL). CABINET SHALL BE 304 STAINLESS STEEL NTH AN INNER PUMP I & 2 qPm TDH %EFF. ALUMINUM DEAD FRONT DOOR WITH CONTINUOUS HINGE, z ACCESS HATCH WqOIKIET AND 90* TURN UP 2' BELOW AND RECMED DLE SEE NOTE 7� 18) CONTROLLER SHALL INCLUDE PUMP ALTERNATOR NTH VALVE BOX NVERT TDH %EFF. CEN, TER STOP " I ! ; RED SEE NOTE 7, 19) PUMP 1, 2 3 qPm 3,000 P.S.1 ALTERNATOR TEST, EMERGENCY GENERATOR CIRCUIT BREAKER 0 0 0 8 12 x NTH INTERLOCK, DO ALARM,,,NTH 13ATTERY AND CHARGER AND AOCE__ H LD OPEN CONCRETE 12 x 12,, TOWARD CONTROL PANEL WETWELL ANID FLOATS DATA 12" ALARM SILENCE. ALARM TO BE ENERGIZED BY POWER/PHASE TRAFFIC RATED PUMPING ELEV. AT FAILURE, HIGH WATER LEVEL FLOAT. PROVIDE DUPLEX 120 VOLT ,T410ARC RUPOGED TEE DIMENSIONS RECEPTACLE IN PANEL. PANEL SIZE 30"W,X42"H X 10"D MIN. SHOP /-SCREW, INTIH CAP, ATTACKED TO LOCATOR WRE $TATIONS CON$T 0 0 0 DRAWINGS REQUIRED FOR APPROVAL. ALL ELECTRICAL WORK TO NOTE5 BE IN STRICT ACCORDANCE WITH LOCAL AND NATIONAL EXIST GRADE I i=- t ELEV. Y DIM A 8" MIN 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE ELECTRICAL CODES. PROVIDE EQUIPMENT FOR SCADA CONTROL FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. CONNECTION AND TELEPHONE SERVICE UNE. 00 f", DIM 8 0 -v WN Tr PLUG 4L -FLOAT, DIRECT ACTING VALVE W/ NUT OPERATOR 13� PROVIDE AND INSTALL FOUR (4) ROTO 2' 6. 12' MIN ET*NLES5 STEEL PRESSURE GM WTH GAUGE GUARD DIM D 2. MINIMUM STANDARD PVC COATED X FLOAT SWITCHES,, THREE SENSORS SHALL CL CL BE USED FOR PUMP OPERATION AND A FOURTH SENSOR FOR HIGH T POWER C 9EWW- r[T COCX VALVE DIM E 24" MIN WATER ALARM. FLOATS AND CONTROL SYSTEM SHALL BE LOW 2- DIA SCH 40 VOLTAGE. INSTALL FLOAT CONTROLS AWAY FROM PUMP LEADS Ea Ea (n STAINLESS STEEL LOCATOR DIM F 30" MIN AND OUT OF THE FLOW OF INFLUENT SEWAGE. PIPE WIRE '14. THE UNDERSIDE OF ALUMINUM ACCESS COVERS AND ALL Li HEAVY DUTY A- DIM G w ALUMINUM SURFACES IN CONTACT NTH CONCRETE SHALL BE MIN 5/8 MIN DUCTILE ROR PIPE to 48" MiN 0 STAINLESS STEEL (RESTRAINED JOINT) D�m H COATED WITH A SUITABLE B17UMINOUS PAINT. LIFTING ME 777,,'.�� LIFTSTATION GENERAL SITE P 15. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER C) 0 7' 01M K 48" MIN j V., I SECURED COMPANY FOR ELECTRICAL SERVICE TO LIFT STATION AND SHALL 2 14 BARS MEET ALL POWER COMPANY REQUIREMENTS WITHOUT ADDITIONAL ELEV, S 106.50 LIMITS OF SITE TO BE COMPENSATION. C�Elcx VALVE OF BEDDING ROCK WITH 0 0 DEDICATED TO CITY OF OCOEE SHOWN ROTATED W ELEV� T 106.00 I�POLYETHYLENE nLM LINER 16. PRESSURE GAUGES SHALL BE STAINLESS STEEL 'NTH STAINLESS CSI C) 101 ILARITI�j 2' OVC SCH. 80 PIPE "UNDER ROCK !tp FORCEMAIN PAY lTEM STEEL DIAPHRAGMS AND 4 1/2" DIAMETER DIAL AND SHALL BE PVC FLOOR DRAIN I LIMITS OF UTILITY EASEMENT ELEV, U 107.00 CALIBRATED IN FEET OF WATER WITH A RANGE OF 0-150 Feet V 2 PU FOOT FAII. I GAUGES SHALL BE LOCATED IN THE VALVE BOX. L ANTS 111.60 HIGH &6LM EZ� X, RAPIDSEAL - KZAT SRXX SEAL OR EQLk ON AL ELEV, V CONTROL PANEL MIN 18 LF HOPE T 17. WET WELL AND VALVE VAULT ACCESS HATCHES SHALL BE TRAFFIC ELEV. Z FLANGED PIPE ONLY INCIDENTAL TO THE &STATION ELEV, W 112.60 5' MIN -1 (SEE CONTROLPANEL BEARING. LAG PLMP ON ELEV� W INSTALLATION DETAILS) 113 6' BLACK 1 C) ELE�� X �60 18. CABLE HOLDER SHALL BE ON THE SAME SIDE OF WET WELL AS 24 VOLT FLOAT UQUID CONNECT DIP TO H�PE ALUMINUM CONTROL PANEL. 24" x 18" BY 6* THICK LEVEL CONTROLS LEAD PUMP ON Ellfv. v E LE V, Y 121 �O FENCE CONCRETE SLAB AROUND VALVE 19� WETWELL AND RECEIVING MANHOLE SHALL BE P.V�C. LINED AND AND STAND PIPE. ELEV, ZI 112til ALL JOINTS SEALED NTH RAPIDSEAL. To I 2- 20. STAND PIPE EXPOSED WITHIN THE WETWELL SHALL Be COATED NTH A BOTH eiUMPS OFF ELEV. PER PUMP MANUFACTURERS REQUIREMENT RAPIDSEAL. VALVE - T LOW LML &ARMS ELEV. 5 WET WELL 21. VALVE PIT WALL To BE BITUMINIOUS COATED AND JOINTS VATJ LT Y FLANGED CAM QUICK COUPUNG NTH 4" PLUG VALVEXW NUT OPERATOR SEALED WITH RAPIDSEAL. ELEV. T CONNECTOR WITH LOCKABLE CAP WITH VALVE GO LIMITS OF 6 A -7 CONCRETE SLAB 22. CAST IRON VALVE BOXES SHALL BE AS MANUFACTURED BY "NEENAH' OR APPROVED EQUAL, BOXES TO BE ADJUSTABLE. (MIN) 5. 21 ALL EXPOSED AND EMBEDDED CONDUITS TO BE GALVANIZED. 8' MIN) I" P.E. WATER SERVICE �9" MIN MIN 2 OL IDE 24. LIFT STATIONS SHALL CONFORM TO STANDARDS AND INCLUDING RPZ BACKFILOW DEVICE SPECIFICATIONS OF OCOEE, FLORIDA. ASP� ALT 0 GRAVEL I -miff I V4 POLE MOUNTED FACET. 25. GRADE SITE TO DRAIN, PLACE WEED FABRIC AND ROCK INSIDE FENCE "cog*6� 12 ocEw - MIN 3/4 DA x I I' STAINLESS 4' HOPE FORCEMAIN ROW Fm/ AND SOLID SOD ALL DISTURBED AREA OUTSIDE FENCE. SIEEL ANCHOR BOLTS TO EXTEND 26. SHOP DRAIMNG FOR PUMPS, PIPING, VALVES, FITTINGS PRECAST 7 INTO BASE. LENGTH VARIES 5�1 (MIN) CONCREM STRUCTURES, ACCESS COVERS AND ELECTRICAL PUMP STATIQN SECTQN �DEINL5) VIEW... 2 - 6' SWING GATE EQUIPMENT ARE REOURED TO BE SUBMITTED FOR APPROVAL, PRIOR TO CONSTRUCTION. ENCY BYPaS CONNEQTOR 2 v 5ECTION /�_-_A_E_M_E_RG_ 27� TESTING OF FORCE MAIN AND LIFT STATIONS SHALL BE REQUIRED. r �i LIFT STATION SHALL BE TESTED WITH FIRST PUMP ON, SECOND RECEIVING MAN HOLE PUMP ON AND BOTH PUMPS ON. PUBL�C ROW (REQUIRED) NO GREATER 28. AFTER ALL EQUIPMENT HAS BEEN INSTALLED AND IS OPERATING UNDER WORKING CONDITIONS, CONTRACTOR SHALL MAKE TESTS -gel THAN 25' ROM WET OF EACH PIECE OF EOQIPMENT, GIVING VOLTAGE AT POINTS OF WELL. PVC OR EQUAL TEST, FULL LOAD RUNNING AMPERAGE AND SPEED FOR EACH LINED MOTOR� DUPLEX CONTROL 'PANEL 02 NOM 29. THE CONTRACTOR SHALL FURNISH DEWATERING EQUIPMENT AS DUPLEX 240V CONTROL PANEL ENQLQS,URE DEA� FRONT 'LAYOUT REQUIRED TO INSTALL STRUCTURES. GROUNDWATER CONDITIONS MAY VARY CAUSING THE REQUIRED EQUIPMENT TO VARY. THE ENCLOSUBE SUQPANIEL_I�YO�T TH�S DWENSION SHALL BE CONTRACTOR SHALL PERFORM FIELD INVESTIGATIONS TO -QUAL TO THE DEPTH 0 HE E DETERMINE THE NECESSARY EQUIPMENT FOR THE LIFT STATION WET WELL. STF. NEUTRAL 2. ENGINEER SHALL PROVIDE A SCALED (1- 20' MIN) &TE SPECIRC DETAIL 30, ALL M.J, AND FLANGED D,L PIPE AND FITTINGS SHALL BE MOUNTING BRACKE7 POLYE7H'A_ENE LINED (40 MIL NOMINAL) CONFORMING TO ASTM MICROTEL 1000 CONTRACTOR SHALL REFER TO SPECIFIC SiTE PLAN FOR LIFTSTATION D-1248. ALL PIPE AND FITTINGS WITHIN THE WETWELL SHALL DIALER ORB CCO MC8 ECB i HAVE RAPIDSEAL-HEAT SHRINK $EAL OR POLYETHYLENE SHRINK GEOMETERY AND GRADES. WRAPPED EXTERIOR COATING OR APPROVED EQUAL. NOS ws� CL 3t ALL EXPOSED METAL, EXCLUDING STAINLESS STEEL OR ALUMINUM 230V MATERIALS SHALL BE PAINTED WITH TWO (2) COATS OF EXTERIOR, 120V 3)ar PUMP I F ENAMEL PAINT. S3 QQ Q 1 AMP INTRUS�CN'-,7 6OHz SWITCH L , �tl Ic -0111- GENERATOR 20V PLI PL3 INTERLOCKED 1 n- In MECHAN�CALLY MB 2 RECEPTACLE 76VA RCO MB 1 WMR 5 AMP 24Y 240 LIFTSTATION CONTROL PL2 PL4 EEO 7- PANEL INSTALLATION DETAIL HORN z 0 n ALARM OR RLI R�1_2 TLS ASS CENERAMR RECEPTAM FBI PL4 STNNLESS STEEL NON -FUSIBLE ETV2 RESET BUTTONS FOR VRCU�T BREAKER TYPE F81 STARTER OVERLOADS R MAN POWER DISCONNECT POCKET HOA HOA 3" GALVAN�ZEQ GALVANIZED V) Tftr PIPE CAP MS 2 ATS (TYR) MS I A a -- i COMPONENT LEGEN: PADLOCK �mw , - - R4 PIPE (SCH 80) BRACKET (7) < t ASE 0 171 0 0 PU VE7ER F US WCTOR SREAAER '7- ,Y ALARM SELL IV ,,� S, -P,*13 3 1 ACFL - AIR COMPRESSOR FAIL LIGHT &A wc w1%M.1AS ACR - AIR COMPRESSOR RESET VCS WA CtRCLIT BREAKER CONTROL OFDR AS8 12 , 'N r PANEL ACTS AJR COMPRESSOR TERMINAL STRIP w,: MVSTURE DErECTOR LAI; XFMR DOORSTOP ALUMINUM DEADFRONT - AUTO DIALER RECEPTtm vs MOTOR S1rAPTv 120V PM ALT R6 WITH LOCK - ALARM HORN .0C NORMALLY 0�.C= V,0L 71HING 5,*,ACKr7_ * NORMALLY OPEN F FOR DEAD f AL: ALARM UCHT OVERLOAD OL 1 OL 2 ALT' ALTERNATOR FRONT. Rcs 5 A AMS ALTERNATOR MODE SWITCH pcl� Pump CONIML �-p 10, EINC�ASED, IN ck� I �4v 4 1 ASS ALARM SILENCE BUTTON V-� Puhp mL Lic-, CONCRETE -SEAL OFF < -1 1-1 F] Lj MOUNTING 13.0v % Ars ALTERNATOR TEST SWITCH P7 PUW rk)L IMWER 46 BRACKETS POW SUPPLY AV AIR VENT , pt� PLOT Uca�"T -MOTOR CONDUCTOR Ono VOR PL2 oCs - CONTROL CIRCUIT BREAKER P�% POWER ON LIGHT CONDUIT 2" SCH 80 R2 CT - CURRENT TRANSFORMEA"�� pu ;44SE MONITOR 3 1 5_� CVLS - CHECK VALVE UMj,,fsLwrrcH, ;REMn SWITCH PVC (SEE NOTE 2) & R1 R2 R3 R4 R5 DPOT - DOUBLE -POLE, `0 �`OVI�THROW A ;r_1AY < to PROPERLY SEALED RZ Tpor DR - DISABLE RELAY Ah 9EVgrE TELEMETRY CIRCUIT BREWER DUPLEX RIECEPTACU BREAKER ra�t*#No LIGHT El LEAD 3 RL AT ENDS. El El El F --- 0 DS - DOOR SWITCH PIV REMOTE TELEMETRY LW (4) Me - EMERGENCY CIRCUIT BREAKER SC SURGE CAPAIDITOR CpNTROL CONDUIT CGS (3) ui ETm - ELAPSED TIME METER SOR - STATION DISABLE RELAY SCH 80 PVC & MES1. R PLI F - FUS SAC - SMART MOTOR CONTROLLER 2 log 1. OUTER SOX S17E SHALL BE A MINIMUM OF 30"W X 42"H X 12"0 OR AS 6 FS - FU$�`BLOCK SPU - SINGLE PHASE MODULE PROPERLY SEALED z: Q RL1 [tit 0 ft- 0 1 TTS ------- 0 A I FL - FLASHER ss _ SAFETY SWITCH AT ENDS. Uq TB-1 APPROVED BY THE CITY. PUMP MOAT %I R FIR - FLOAT REGULATOR SSCk, - 9MJD-STATE OVERLOAD r 7#7 2. FOR STATIONS WITH PUMPS RATED 20 HP OR GREATER, OUTER BOX SIZE $=A FS - FLOW SWITCH T - TERMINAL xa OFF 6 7 Tpor FTs - FLOAT TEST SWITCH 17 - TERMINAL BLOCK 2 COATS BITUMINOyS SHALL BE 30"W X 48"H X, 12"D AND SHALL HAVE 2 LATCHES ON THE IASI I e I ASPHALTIC PAIN! 4 U01 GFDR - GROUND FAULT DUPLEX RECEPTACLE - 7VE DELAY GND PLI GNO - EARTH GROUND T-OPODE - TWE DELAY ON DE-ENMZE 1. 1 e '. . " ABOVE GRADE ALL DEAD FRONT. i 14- .1 1 � FLOAT RTU OR - GENERATOR RECEPTACLE -DOE _ 711ME DELAY ON ENERGIZE F-- 3. DRAWINGS SHALL BE REVISED FOR STATIONS WITH PUMPS RATED GREATER H-0-Ax" HLA - HIGH LEVEL ALARM TrDR - TWE DELAY RELAY THE WAY DOWN MSI OL (2) ITS (1) HLR - HIGH LEVEL RESET 71L - IPWSLE UGHT F R6 Tp, THAN 47 HID AND SUBMITTED TO THE CITY FOR APPROVAL. wx 6 7 C LOW I'm tjOA - HAND-OFF-AQTQ SELECTOR SWITCH 71LS - 7R11vSLE LIGHT SWITCH 00 I$R - INTRINSICALLY SAFE RELAY T"nT - DOUSLE-THRow 4. PROVIDE EQUIPMENT FOR SCADA CONTROL CONNECTION. PUMP I n-,M_qvAL TERMINAL STRIP -1 8 START Uk - UGHTNINO ARRESTOR rs - I 5. ALARM LIGHT, HORN, SILENCE BUTTON AND GENERATOR RECEPTACLE LLR - LOW LEVEL RESET XrWAR - TRANSfORMER UPS ARE FOR VISUAL PURPOSES ONLY, EXACT LOCATION TO DETERMINED BY ALT PM LTa - LAMP TEST BUTTON PUMP Z CITY. _t4�_2 7 R3 -POINT LATCH AND STAINLESS 2A RTU TERMINAL BUD HIGH INCOVING, 6. THE OUTER DOOR SHALL INCLUDE A 3 OR.APPROVED ms RTU PLMPI SWEEP LBOWS STEEL DOOR HANDLE AS MANUFACTURED BY HOFFMAN RUN LEVEL OWER TEST #2 ROM usis R4 AUTO -DIALER VQDULES P -0 H-0-A RI R2 R14 R24 R24 - 2-10' COPPER CLAD EQUAL. AUTO X09 0 0 �L_i I_--D �� IPl� LL_RQ� 11 1- Z MOUNTED 5 6 U$2 OL (4) ITS (3) 1. AC; HUIVIF RUI, 7. CONTRACTOR TO INSTALL FUTURE SCADA CONTROL BOX _____O *a (NOT) (MTRAL) PWP2 2 IV , �R, F 25 OHM MAX GROUND RODS BACK SIDE OF CONTROL PANEL. USE 3R.SS 24" X 24" x 10" OfF -0 C pump I RUN III.TRUXN 0,, #ATER MIN, 7' APART START msm 4 HA�iE F All I)) STAINLESS STEEL ENCLOSURE. ATS R3 5 LOW PHASE NEVAIQ5 RjJ1q PUMP 2 FAR, &L I auE Pm 8 wv R1 R R27 5 R 8 VVAIL-K�61_6= &4 �__I Z�_� 1__� 4�-�� I � DRAVONG iS SHOWN FOR 23Q VOLT POWER SUPPLY. a 5 RS 8 (A2) EXr FWPI LOAWLAX" 2� POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE I ALARM R? Ro R4 7 SILENCE 94 NJTO RA4 R31 1 3 R32 *0 SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 8 5 8 + 12vm 2 3� PROVIDE TELEPHONE SERVICE UNE. 9 LAO PVMP PWP 2 4. 'ALL *RINI14 BETWEEN FLOATS & CONTROL SHALL BE CONTINUOUS. AL RUN 1AVIO FE4 FL (M) (43) R3 R30 R36 3 R29 "33 5. CONT NEL SHALL BE NON -FUSIBLE STAJNLESS STEEL PA R4 4 5 4- lavoc AMM + W51 RII SILENCE R12 THOMAS H. SKELTON, PE 0 REGISTRATION NO. 42752 (FROM ATU) �4 Rs ASS 1_4c� 12 V0 I SATIERY 3 SHEET: OF: 17 17 LEI- '-E ERGEN A ! A ON CONFICU SHEET . p 8 ROUND T U� S BARS EE NOTE 1 RNSUCKLE ]U2" (s7 z T . ............... Cq 0 C:> 6 N NAME SIZE Sii46iSid TYPE COLOR DEC/EVERGR MAINTENANCE NAME WHITE EVERGREEN prune 3 x /yr to keep mushrrom cap hea " d Ligustrum lucidurn 'Ligustrum tree 25 gal. 6'-8'x 5'full, 2" DBH as shown UNDERSTORY IL L ----- - Li\e 1-1 Oak as shown SHADE TREE EVERGREEN prune I x /3 years to shape 30 gal. 10'-12'x 5', 3"-3.5" DBH E L 17 oy 199erous \Arginiana ------ ..... .. ----- -- 0 . ..... 3 gal, 30" x 24" 30" O.C, SHRUB -TALL WHITE EVERGREEN prune 3x /yr. to to 4!-5' -41 M 686 v 0 lVibumum odorotissimurn Sweet Viburnum ------- loratam' St. Augustine 'Flonatarn' see specs as shown SOD EVERGREEN mowto3"min.,fert16-4-8,4x/yr 19,320 SOD enotaphrum secondatum'F -------- ...... -1-1 1 11 -1,,--- -1.11--l. 1-1 1--,. 1----------- -- g all beds jail beds GROUNDCOVER MULCH replenish annually each fall shredded Cypress Mulch Mulch P cubic yards 3" dee v r4 62 M 01 9 R ..... ........ To EASTING a CONCRETE DRIVEWAY Too 3' CONCRETE WALK HICHWAY SION -J EX. EDGE OF PAVEtr-'�' EDGE Do 60' 120' �F PA,,&MENT Z' CuRS GUTTER F1'LGKT0E WAY YMIES— 77 CLREII (TZ) -X '�",�CE OF PAVE�ENT SCALE: 1 60' EX, CONCRETE MEMAN TER (TYF) Ex� 2' CURB OUT SOO*28'31 "qR,hMLEx- EDGE OF PAVEMENT EX EDGE OF PAVEMENT SOO"28'31 "E R,M) -5-.0 O--FFR, MA 5.00-�R,M) R N89*31'31 "E(R,M) 000 12' 4'24 '7A'fIAN 0 0 1 0 0 EX,'3' CONCRETE WALK U- U- U- WALL - 4m C) C) 0 3., 'Z4' vim ec— L t �: y U U 0 5,00"R,M, N ONLY f- -J TOTAL EXISTING INCHES 4409 INCHES W UJ 0- a- a - TOTAL EXISTING INCHES TO REMAIN 1668 INCHES Ea UOJ W W 00 TOTAL EXISTING INCHES TO BE REMOVED 2741 INCHES z FU E 100 0 JP- 0 C:) CD 25' DRAINAGE & CN 30" rUTY EASEMENT 10, 1. 40 AC 1.54 AC Az �z C:) 01-1 LOT LOT 2 10' 40" LEGMD 12 15* C", 15 G15- A\1 Ll- i MULCH 6" Q, 12' > g 8 i 1%5' 15' SWEET VIBURNUM HEDGE T q z 10' 30, LANDSCAPE TO BE INSTALLED ^..;o T Ono LIVE OAK AT TIME OF SUBDIVISION IMPROVEMENTS W, R W 12. -A RE RE KI t2' I 0 V\ J- + 0. 0 LIGUSTRUM A"� 12" 1 3' HT (SWE,7t, VIBURNUM) CP- 0 12' + CONTINUOUS HEDGE + 6-4 + EXISTING TREE TO REMAIN 0 a"/12"CLUSTER 0.04 AC + + I TRACT B rr ' I NOTM 1ZP\ 12- 3.3 3 AC 45'x35' 2 1. EACH LOT TO PROVIDE LANDSCAPING PER STARON TO BE 10"* ;0 s-LOT 25' ORNNAGE AND MAINTAINED BY HE CITY OCOEE LDC AT TIME OF LOT DEVELOPMENT Cq (B EASEMENT 2� NO TREES TO BE PLANTED WITHIN 10 FEET \k, 17. OF ANY UTILITY PIPES. - SAVE ALL TREES ON LOT 1 3. ALL SACKIFLOW PREVENTORS WILL BE SCREENED WITH A DOUBLE ROW OF SWEET VIBURNUM WHEN THEY ARE INSTALLED. 10' LANDSWE BUFFER 20 DRAINAGE & ACCESS EASEMENT 2.56 AC Imp N LOT 8'x6' SHED 4 (PUMP HOUSE) Q IV r,.p 47 10, Z4, 24� LL 14" N#Q4!2CrW(M) $r 14- 12' 36'TYAN =W(M) 17" W 32' 12"TWIN 'P"' 12- LANDSWE TO BE INSTALLED 0- 14* AT TIME OF SUBDIVISION IMPR0VEMENTS 0 0— L04 < 0 LU LLJ 40' o 0 t13 C) 40- M 0 0 fr 4. rn Ld 628 47 UNDERSTORY TREES REQUIRED vo 31 SHADE TREES REQUIRED MAP 0 6 20 14 EXISTING, 17 PROPOSED E THOMAS H. SKELTON, PE REGISTRATION NO. 42752 0 Z SIMET: OF: I Ll L2 m .4 r c:) c:) C14 0 cn 2 (on too C:> Z 0 E 0 B. ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY 3.07 TRANSPLANTING OPERATIONS cq RAW I -_.Q,EffA& a NOT DAMAGE THE ROOT SYSTEM. CONTAINER GROWN PLANTS SHALL NOT BE APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE 1.01 WORK DESCRIPTION REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING. BACK FILLED HOLE OR BED. 00 NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF AND TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING A. THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING, 3. BARE ROOT PLANTS: NO BARE ROOT PLANTS SHALL BE USED. FINAL INSPECTION. MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES PER WHERE TIME IS AVAILABLE. V) MAINTAINING AND MULCHING ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY YEAR SHALL NOT BE MULCHED BUT AMENDED WITH PEAT AND TREATED WITH A PRE - AS INDICATED ON THE LANDSCAPE ARCHITECTURE DRAWINGS OR AS DIRECTED BY THE C. PLANTING MATERIALS: EMERGENT HERBICIDE. ALL FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING FREE OF SOD A. PHASE ONE - INITIAL REMOVAL LANDSCAPE ARCHITECT. 1. TOP SOIL/BACK FILL: 1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL. A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL, E. WATERING: THE LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR AS LONG AS IS 2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS, 1.02 DELIVERY, STORAGE AND HANDLING CONTAINING AT LEAST 10% DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE NECESSARY TO PROPERLY ESTABLISH THE NEW PLANTINGS. CARE SHALL BE TAKEN TO LEAVING THE SHAPE OF THE CANOPY INTACT. A. PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND TAKEN FROM A WELL DRAINED SITE. IT SHALL BE REASONABLY FREE OF PREVENT STAINING OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED. 3. LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING (n AND STATE REGULATIONS. STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE POINT AS NECESSARY. WITH THE OWNER. EXTRANEOUS MATTER OR DEBRIS. IT SHALL NOT CONTAIN TOXIC MATERIALS F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 12 MONTHS, ANY OCCURRENCE OF SCALES, 4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH AND SHALL HAVE AN ACIDITY RANGE OF pH 5.0-7.0. TOP SOIL FROM NUT BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHALL ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE GRASS OR TRTOPEDO GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE. BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY 1.03 GUARANTEE CONTRACTOR. STORAGE. A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF B. ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED 12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE. RESPONSIBILITY. ALL PLANTING BEDS SHALL BE TESTED AND AMENDED G. FERTILIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION AND AMENDED FOR PERCOLATION PRIOR TO PLANT INSTALLATION PLANTING AND GUARANTEE PERIOD WITH 50% ORGANIC 16 4 8. ALL PLANTS TO BE FERTILIZED BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS. OF PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SUBMIT MONTHLY WITH OSMOCOTE 9 MONTH 18 6 12. OBSERVATION REPORTS TO THE OWNER WITH A COPY TO THE LANDSCAPE ARCHITECT C. SOIL PREPARATION- PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING B. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED 3.03 BERMING OFF SITE TEMPORARY STORAGE. MAINTENANCE DEFICIENCIES OBSERVED. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY FOR PARKING LOTS SHALL BE EXCAVATED AND OTHER AREAS ARE TO BE ROTOTILLED A. FILL DIRT- FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED ,TO REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES AND TREATED WITH PRE -EMERGENT HERBICIDE. 1. PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS, SOURCES, FREE FROM STONES LARGER THAN 1 INCH DIAMETER AND OTHER MATERIALS ANY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT. CONSERVE MOISTURE AND THE OWNER. 2. FERTILIZER: FERTILIZER SHAH BE A COMPLETE FERTILIZER OF WHICH 50% OF THE HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A MINIMIZE TEMPERATURE FLUCTUATIONS. Cn THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE MAXIMUM OF 25% MUCK OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE 2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM. z uj C> B. REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS 9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS ABOVE LANDSCAPE CONTRACTOR CONDUCT A PERCOLATION TEST WHICH PROVES THAT 12" OF STANDING WATER 3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST uj EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT: WILL DRAIN WITHIN A 10 HOUR PERIOD. SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON. 0 OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS 0 TO MEET SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN 4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING 0 TWO WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT� THE A. NITROGEN N-18% B. GRADING: GRADING AREAS INDICATEDSHALL HAVE UNIFORM LEVELS OR SLOPES WITH NO MORE THAN WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS. u_ REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST B. PHOSPHORUS P-6% 3:1 MAXIMUM SLOPE. BERMS SHALL BE GENTLY ROLLING AND PARABOLIC. 5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF 0 TO THE OWNER AND SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM THE DATE OF C. POTASSIUM K-12% FOUAR FEEDERS. INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS. D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT. C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE 6. AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER E. IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE SETTLED, ERODED, RUTTED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED ROOTS MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS. C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT GUARANTEED ANALYSIS BY THE LANDSCAPE CONTRACTOR. DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES. IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE 3.04 SODDING 7. CONSTANT SPRAY IRRIGATION IN CANOPY OF TREES TO PREVENT EXCESSIVE TRANSPIRATION IS SHALL BE EXTENDED UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED. 3. PLANTING MIXTURE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR STRONGLY SUGGESTED. PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR A. THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD uj 1.04 JOB CONDITIONS STERILIZED MANURE. ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER ANALYSIS OF 18 6 12, SHALL BE ADDED TO THE BOTTOM OF EACH PLANTING HOLE. OBJECTIONABLE VEGETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH A. PROTECTION: THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK AGAINST INJURY FROM ANY CAUSES. LANDSCAPE CONTRACTOR SHALL PROVIDE AND A, AZALEA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW pH. THE FREE FROM STONES AND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND cl� MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE NUTRIENT PERCENTAGES-MIRACID 30 10 10. PLANTS WHICH PREFER LOW PH OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD to o + SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS, INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS TOP OF SOIL OF GRASS SHALL BE FLUSH o 04 WHICH MAY OCCUR AS A RESULT OF HIS EXECUTION OF HIS WORK, HAWTHORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID, WITH TOP OF WALK. SO AS NOT TO INTERFER WITH GRADED DRAINAGE. PINE, RHODODENDRON AND PHO71NEAS. Afto B. EXISTING CONDITIONS: B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN, NO A B. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED 1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK DEPRESSIONS OR LUMPS TO CAUSE SCALPING DURING MOWING.. IT SHALL BE THE RESPONSIBILITY OF A- SMUSSANDOROUNDCOVERSAWACENTTOCURVEDEDGES SO AS NOT TO DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND BY THE LANDSCAPE ARCHITECT WILL BE PERMITTED, IN UEU OF THE PULVERIZED THE CONTRACTOR TO CREATE A NEAT CLEAN EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS. PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE PIPES, CABLES AND UTILITY LINES OF ANY KIND. SHOULD THE OVERHEAD OR UNDERGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE FOR USE AS BACK FILL MATERIAL. C. AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE 9- SHRUBS AND GROUNDCOVERS ADJACENrTO STRWHT EMS SHALL BE PLANTED IN A TRIANGULAR PATTERN IN ROWS PARALLEL TO THE STRAIGHT EWE ARCHITECT SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS JOINTS WHICH NEED FILLING. 4� MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE BARK, PINE NEEDLES, TO CLEAR SUCH OBSTRUCTIONS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK. MELALEUCA MULCH, LAVA ROCK OR OTHER, FREE OF WEEDS, OR OTHER DEBRIS. D. IN ORDER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAJGHT SEAMS, SOD WILL ALL ROCK AREAS SHALL HAVE FILTER FABRIC BENEATH BE PEGGED ON SLOPES AND PLACED IN A STAGGERED FASHION. �D SHRUB AND GROUNDCOVER 2. SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CONCRETE, BRICKS OR 5. WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION OF' THE NEW E. ALL SOD AREAS WILL BE TREATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH PLANTING DETAIL r- OTHER DEBRIS BE ENCOUNTERED DURING PLANTING OPERATIONS, THEY SHALL BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR. PLANTINOS DURING THE PROGRESS OF INSTALLATION AND THE GUARANTEE PERIOD SHALL IS 50% ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB/1000 S.F. THIS SHALL BE DONE BE PROVIDED BY THE LANDSCAPE CONTRACTOR. ARRANGEMENTS MAY BE MADE WITH ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 6 MONTH SOD GUARANTEE PERIOD. 1,05 QUALITY CONTROL THE OWNER, IF THE PERMANENT IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS VISIBLE OSMOCOTE FERTILIZER r BETWEEN CROWN MULCH OPERABL,E. 3.05 FIELD QUALITY CONTROL VABOVE GRADE A. THE LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO 3"CYPRESSMULCH REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HER OPINION DOES NOT MEET A. MAINTENANCE PRIOR TO FINAL ACCEPTANCE: PART WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. 1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL WATERINGSAUCER CONTINUE UNTIL FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD. PLANTS B. ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES 3.01 PREPARATION SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND PLANTING SOIL MIXTURE OR LOOSENED TOPSOIL AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. ANYTHING PLANTED TOO OTHERWISE MAINTAINED AND PROTECTED FOR THE PERIOD OF TIME STATED ABOVE. SOD A. UNDERGROUND 013STRUCTIONS: HIGH OR TOO LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF SHALL BE MOWED ON A REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY-OCT) 1. UPON RE`,QUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE PLANS EXIS ING UNDISTURBED SOIL THE CONTRACTOR. AND ONCE A MONTH IN THE WINTER. A SEPARATE CONTRACT FOR MIS CAN BE LET BY u 1 9 CQ r 0-:4 SHOWIN(; THE LOCATION OF UNDERGROUND UTILITIES AND/OR WILL ASSIST THE �4 THE OWNER, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE CQ C. ALL WORK SHALL COMPLY WITH APPLICABLE CODE AND REGULATIONS. LANDSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER MATERIALS ARE PROPERLY MAINTAINED. PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CABLE AND ELECTRICITY ETC. V_ I _j I 112X 112X 0. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COCIRDINAT11ON MTH, THE OTHER TRADES TO 2. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE POSITION. PLANTING SAUCERS 2, IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR MUST BE CONTINUOUSLY MAINTAINED. PREVENT CONFUCTS� OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT SHRUB AND GROUNDCOVER 64 1.06 QUANTITIES EXCAVATION, ALTERNATIVE LOCA71ONS SHALL BE SELECTED BY THE LANDSCAPE 3. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES f�� ARCHITECT. WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE PLANTING DETAIL APPARENT. UPON COMPLETION OF PLANTING THE LANDSCAPE CONTRACTOR SHALL A. IN THE EVENT OF A DIFFERENCE BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE REMOVE0 THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH OF 3' BELOW GRADE AND H LANDSCAPE NO LESS THAN 6- BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY REMOVE FROM THE SITE EXCESS SOIL AND DEBRIS, AND REPAIR ANY DAMAGE TO SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES. T E STRUCTURES, ETC. RESULTING FROM PLANTING OPERATIONS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLED AT THE REQUIRED GRADE. IN A MOtSTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING. ISSUANCE OF CONTRACT. S. EXCAVATION OF PLANTING BEDS AND/OR PLANT HOLES: 1� WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH, 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL STAKSTREETOReAN PERPENDICULAR TO THE GROUND 2 =.RBQ2U= DAMAGE INCLUDING PROTECTION FROM VEHICLES, BY POSTING OF APPROVED WARNING ALL OF THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING PLANE MIXTURE SIGNS AND/OR BARRICADES, AS MIGHT BE NECESSARY. HE SHALL REPAIR, RESTORE t5l I OR REPLACE ANY PLANTS OR PLANTING AREAS WHICH MAY BECOME DAMAGED AS A 2.01 MATERIALS V4StSLE ROOT FLARE RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REQUIREMENTS, AS A PROTECTIVE RUBBER HOSE 2, "ERE EXCAVAT�10N ENICOQN7ERS MIAMRALS "ICH ARE SUITABLE FOR PLANT GROWTH, A. GENERAL: SPECIFIC REQUIREMENT OF THESE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL BE No WLCH 12'TO T' RUNK 7,�,IE pLANT HOLE EXCAVATION S�L �l BE CYIUNDRICAL IN SHAPE, WTTH THE SIDES ROOT SALL I-,_lk&&Vr; GRADE 1. NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE M NAME AS RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINAL INSPECTION VER71CA,� PLANTS SHALL BE CENTERED IN THE HOLES WfTH THE TRUNK VERTICAL, ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT PVCPyPF AS FtAG (NOT Nf�'CESSARILY PERPENDICULAR M GRADE), LOCA710N AS SHOWN IN DETAIL PUBLICATION:"STANDARD PLANT NAMES." THE DESIGNATED AUTHORITY FOR THE AS ORIGINALLY SPECIFIED. IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H. HORTUS III FERTjUZfR IS TO BE PLACED AT THE TOP OF EACH PLANT TO ENSURE DEEP ROOTING. 3*VVkTERING SAUCER COWNUOUS AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO TYPE, NAME ETC, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL WATERING REQUIRED IF EXISTING GRAC�E IRRIGATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL. 2"X Z'X 24"GUYWRE STAKE 2. GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND SHALL C. PROTECTION OF EXISTING TREES: THE CONTRACTOR SHALL PROTECT EXISTING TREES FROM I 3V4 COMPLY WITH ALL REQUIRED INSPECTION , GRADING, STANDARDS AND PLANT REGULATIONS 6. EXCEPT AS OTHERWISE SPECIFIED THE LANDSCAPE CONTRACTOR'S WORK SHALL CONFORM DAMAGE. WHERE. DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REMOVE DAMAGED TREE AND PLANTING SOIL MIXTURE AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, -GRADES AND STANDARDS TO ACCEPTED STANDARD HORTICULTURAL PRACTICES. OR LOOSENED TOPSO& REPLACE IT WITH THE APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE FOR NURSERY PLANTS", PART 1 AND 2 (INCLUDING REVISIONS)� EXISTING UNDISTRUBSO =L ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA NO. I B. PROVISIONAL ACCEPTANCE: UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY, 1. UPON COMPLETION OF ALL WORK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LEAF). THEY D. GRADES: IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE) 77 SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE GRADE ALL LANUSCAPE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS, SHALL ARRANGE FOR A PROVISIONAL INSPECTION. THE LANDSCAPE WORK MAY SE STONES AND afHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. AFTER THE REVIEWED FOR ACCEPTANCE IN PARTS, PROVIDED THE WORK OF ONE UNIT OR AREA OF DISEASE, INSECT PESTS, EGGS, OR LARVAE AND THEIR EFFECTS. L GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE PART IS OF SUBSTANTIAL SIZE. LAID UNTIL THE GRADE HAS BEEN APPROVED. k2 3. MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZE 2. THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRITTEN NOTIFICATION To THE OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFORM TO THE SPECIFIED SIZES AS SHOWN ON THE PLANS. SIZES SPECIFIED ARE MINIMUM 3.02 PLANTING LANDSCAPE ARCHITECT AND THE OWNER. STANDARDS. PLANTS SHALL EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGHT, PEE PLAN71NG SPREAD, CALIPER) OF SIZE SPECIFICATIONS. DEVIATIONS FROM THESE A. SETTING OF PLANTS: 1 . WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM C. FINAL ACCEPTANCE INSPECTION: MEASUREMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. CALIPER OF SUCH THAT THE ROOTS ARE I" ABOVE THE LEVEL OF THEIR 1. AT THE END OF THE GUARANTEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY T�E DE7,AIL 0 TREE TRUNKS SHALL BE MEASURED 12" ABOVE THE ROOT BALL. DBH 4 FEET ABOVE. PREVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE. LANDSCAPE ARCHITECT/OR OWNER. WRITTEN NOTICE IS TO BE SUBMITTED TO THE THE CONTRACTOR, WHEN SETTING PLANTS IN HOI FS, SHALL MAKE ALLOWANCES FOR LANDSCAPE ARCHITECf/OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS BEFGRE 4. PLANT PROTECTION: PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE ANY GREATER ANTICIPATED SETTLING OF THE PLANTS. THE ANTICIPATED INSPECTION DATE. BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNTIL PLANTED. 0 2. THE BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTION 3.1 2. ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT B. PLANT MATERIALS: PLANTS FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING AND SHALL BE FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKETS REMAIN, NO ADDITIONAL COST TO THE OWNER, WITH IN TWO WEEKS OF THIS INSPECTION OR THE c) DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC. THE QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT CONTINGENT FINAL ACCEPTANCE OF THE GUARANTEE INSPECTION SHALL BE VOID AND A WHY A BARE= 0 1. BALLED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FIRM NATURAL TO THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH. PLANTS SHALL BE KEPT NEW FINAL GUARANTEE INSPECTION SCHEDULED. Dep 1. TO PROTECT ALL ABOVE GROUND PORTfONS ROOT BALLS OF EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MOST OF THE IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING. 2. TO PROTECT SOIL NEAR TREE FROM FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPPED WITH ADJUSTMENT AND CLEANING U) % 3.06 COMPACT]ION BURLAP SACK MATERIAL AND REMAIN PROTECTED AND WET UNTIL THEY ARE PLANTED. THE B. STAKING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL PLANT SHALL BE HANDLED ONLY BY THE EARTHBALL AND NOT BY THE PLANT ITSELF. ALL PLANTS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. STAKING A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT I PROVIDES PHYSICAL AND MENTAL AWARE- Lij THE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION NESS OF TREES' PRESENCE TO EQUIPMENT Lli BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM OPERATORS 0 SHALL BE HEALED IN THE GROUND AND SHALL BE WELL PROTECTED WITH SOIL, WET MOSS OR THE LACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE M REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELErERIOUS MATERIAL AND SURPLUS CL 0 < OTHER ACCEPTABLE MATERIAL. THE PLANT SHALL BE SET WITH THE BURLAP COVER INTACT CONTRACTOR AT NO EXPENSE TO THE OWNER. ALL TREE GUY WIRES SHALL BE FLAGGED WITH MATERIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE WHY IT AQRK 0 WITH THE BURLAP SHOWING, UNTIL INSPECTION. AT FINAL INSPECTION THE BURLAP WILL BE WHITE PVC PIPE 2' LONG AREAS ADJACENT TO THE NEW PLANTINGS TO PROVIDE A NEAT AND UNIFORM SITE, C) CUT AWAY TO GROUND LEVEL, FAILURE TO CUT AWAY OR LAY BACK BURLAP AFTER PLANTING SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DAMAGED OR ALTERED 1. NO HEAVY EQUIPMENT ALLOWED INSIDE U) BARRIE& ONLY HAND LABOR EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE WORK SHALL BE CORRECTED BEFORE MAY CONSTITUTE REJECTION OF PLANT MATERIAL. C. PRUNING: PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS. 2. NO CONSTRUCtION MATERIALS OR TEMPORARY 1, All BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE MRS OF ALL SOIL DEPOSITS ALLOWED INSIDE THIS AREA 2. CONTAINER GROWN PLANTS: NOW TREES SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL A. CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN A CONTAINER LARGE PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE AUVE. B. ADDITIONAL PLANT MATERIAL: ADDITIONAL PLANT MATERIAL REQUIRED DUE TO A DISCREPANCY ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT SYSTEM TO HAVE BY OBSERVING THESE TWO SIMPLE PRINCIPLES. ALL CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND, IN THE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHAH BE PROVIDED AT THE SAME A TREES' CHANCE FOR SURVIVAL IS GREATLY DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL HE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR RATE AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL ENHANCED SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT BOUND TREE SHAPE AND APPEARANCE MUST BE DONE PRIOR TO FINAL ACCEPTANCE. REQUIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK. OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE CONTAINER al!ECIF19AT_10N� FOR WOOQ BARRIE WILL NOT BE ACCEPTABLE. 2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL 1. MINIMUM RADIUS TO BE PROTECTED IS ENTIRE ORIPUNE BE ALIVE. 2. MINIMUM 3' IN HEIGHT 3' MIN. 3. UPRIGHTS- THE EQUIVALENT OF 2x4" NORIZON LUMBER ON S' MINIMUM CENTERS ROPES 2) 4. HORIZONTAL- THE EQUIVALENT OF TWO COURSES OF ia2' ROPING WITH YELLOW PLASTIC TAPE GOING S. BARRIERS TO BE ERECTED AROUND TREES TO REMAIN BEFORE CONSTRUC71ON OR NEARBY TREES ARE REMOVED All BARM VUST BE MECTM 6. BARRIERS TO REMAJH IN PLACE UNTIL PR" TO CONSTMX7110N ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA 0 TREE PROTECTION OMAS H. SKELTON, PE DETAIL v ST ifGISTRATION NO. 42752 SHEET: OF: L2 L2 C; LEGEND 0 V) :2 V) r- 0 RAINBIRD 1806 SERIES 6" POP-UP SPRAY HEAD to 4z) bi ir-_ U') a RAINBIRD 1812 SERIES 12" POP-UP SPRAY HEAD 0 IRRITOL 700 SERIES ULTRAFLOW ELECTRIC VALVE. 2 SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN Ju AN AMETEK VP-12A VALVE BOX. w E A HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD 0 CLASS 200 PVC MAIN LINE - 1 1/2" CLASS 160 PVC LATERAL LINE - S��.Z �OWN 54# Sm IS Hill A qMAI I FP (Z1717 Iq CZHOWN N go SCHEDULE 40 PVC SLEEVE. SIZE AS SHOWN. CONTROLLER - HARDIE TOTAL CONTROL 5 STATION. INSTALL WITH A MINI-CLIK 11 RAIN SENSOR GROUND WITH A 8" MINIMUM COPPER CLAD ROD. SLEEVE TO AS REQUIRED. CONCRETE I .. DRIVEWAY 3' CONCRETE WALK H�GHWAY IS A�6 EX, EDGE OF PAVEMENT _j __W:�COLbMAL--�RWE— 01 60' 120' ,xl EDGE i1AVEMENT c= RLO-H—TOF WAY VARIES— FX7' 60778(T�P) SCALE: 1 60' k CUTTER —775� I CONCRETE MEDIAN NOZZLE CHART E,'C 2' CURB & CUTTER (T'YF) S00*28'31'i R,M) SOO*28'31"E RNLEx, EDGE OF PAVEMENT M _EX. EDGE OF PAVEMENT *00 RoM 89 IN '31-31 "E(R.M) 1 3' CONCRETE WALK WALL I 312—" ' -j 8 am ONLY A 25' DRAINAGE & 1.40 AC TIUTY EASEMENT 1.54 AC LOT LOT 2 3 'PON T"; GENERAL NOTES :-A tin I REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. A RE RE RE RE RE RE (n 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. 0 �V\ (JA ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 0 3. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX \N PIPE CONNECTION. DO NOT USE FUNNY PIPE. 1" IRRIGATION 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & BLDG WALLS. METER 5. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. tiD 0.04 AC 0 Sa r z 6� ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING TRACT 8 'i "ONE STEP" CONNECTORS AND SEALANT NTH WIRE NUTS, 3.33 AC 45'x35' LIFT 7. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE STATION TO BE OWNED PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR LOT 25' DRAINAGE AND MAINTAINED BY THE CITY EASEMENT SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING WIRE AS PER OR WA t t 0" EXACT MEASUREMENTS FROM HARD SURFACES. LOCAL CODE Rlc4t ILDIJVG 8, ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE RACII BOXES� 9� ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE CONTROLLER TO BE PLACED IN ELECTRIC AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. ROOM, COORDINATE IT' IRRIGATION MAIN 10� THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE WITH GENERAL CONTRACTOR 20' DIRAINAI & ELECTRICAL CONTRACTOR. ACCESS EASEMENT DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. PROVIDE ZONE MAP & 2.5 6 AC 11� THE CONTWTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING DIAGRAM. UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAJRS LOT AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 1 2� ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF CERTIFICATE OF B'xB' SHED (PUMP HOUSE) 4 OCCUPANCY AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. SINGLE THROW 13. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION 16 AMP SWITCH BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT.) NIM�VXrW(M) 14� ALL REUSE IRRIWON PIPE WILL BE PURPLE. 5r 1 IRRIGATION MAIN ELECTRICAL CONDUIT ;p rrolmo 9112 m do Oki wo- REQUIREMENTS FOR POTABLE IRRIGATION METER SERVICES 1% t AN APPROVED BACKFLOW PREVENTION DEVISE MUST BE INSTALLED. LISTED BELOW ARE THE ONLY BACKFLOW VALVES APPROVED. 2� PRESSURE VACUUM BREAKER (PVB) VALVE: THIS IS A MINIMUM REQUIREMENT AND WILL BE ACCEPTABLE FOR MOST SYSTEMS, THIS VALVE MUST BE INSTALLED A MIN. 0 z: OF 12 INCHES ABOVE THE HIGHEST OUTLET OR SPRINKLER HEAD, BUT NOT HIGHER u- IMAN r1Vt rtti. v 3. DOUBLE, CHECK (OC) VALVE: THIS MAY BE INSTALLED IF THE ABOVE REQUIREMENTS L ui Uj io 0 i A, CAN NOT BE MET. THIS VALVE MUST BE INSTALLED BETWEEN 12 INCHES TO 36 0 u 'u I: R� ') 1) L4 INCHES OFF THE GROUND. r .1 i 10 C, P E 0 4� REDUCE PRESSURE (RP) VALVE: THIS WILL BE REQUIRED IF THE IRRIGATION SYSTEM ck� 0 IS USING OR W1LL USE ANY TYPE OF CHEMICAL INJECTION OR AN AUXILIARY WATER c"Inot ICI krtJ At A CUAI I nW WEll I " r WATrO DIAUD, nP Al Iter 0 rn 5. THERE SHALL SE NO CONNECTION BETWEEN THE WATER METER AND THE BACKFLOW ;o VALVE. 6, ALL BACKFLOW VALVES ARE TO BE TESTED BY A CERTIFIED BACKFLOW TECHNICIAN c: UPON INSTALLATION AND ANNUALLY THEREAFTER. 7, ALL AUTOMATIC IRRIGATION SYSTEMS ARE REQUIRED TO HAVE RAIN SENSOR DEVICES INSTALLED, AS REQUIRED BY FLORIDA LAW, SECTION 7, SECTION 116.048, EFFECTIVE MAY 199 1, & A PLUMBING PERMIT IS REQUIRED, FROM THE COMMUNITY DEVELOPMENT DEPT FOR ALL NEW IRRIGATION SYSTEM INSTALLATIONS IF IN THE CITY LIMITS OF CASSELBERRY. 41IG THIS PERMIT MUST BE DISPLAYED AT THE TIME OF BACKFLOW INSPECTION. 9� PLEASE CONTACT RICK CRUM, CROSS CONNECTION CONTROL SPECIALIST AT 407/696-2793 IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING THIS INFORMATION. J�4 Kol G*'r NAI THOMAS H. SKELTON, PE REGISTRATION NO. 42752 .4 A SMT: I I OF: I I ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. March 2007 Calendar ABC Fine Wines & Small Scale Site AF 4th APPROVED 01/30/07. Sent out approved plans on 02/21/07. Spirits SS-2004-028 Plan 12/18/06 ABC Fine Wines & Spirits 10835 W. Colonial Drive Building Plans 12/21/06 RW 3rd New Retail Center. ABC Fine Wines & Spirits 10835 W. Plans 02/21 /07 RW 1st Monument &wall Sign DENIED on 02/26/07. Colonial Drive Building Advance Auto Small Scale Site 10/05/06 AF 1st Staff comments sent to applicant 02/05/07. Parts SS-2006-009 Plan Staff comments due 01/10/07. ON HOLD UNTIL PUD IS Preliminary Arden Park South LS-2006-008 Subdivision Plan 12/14/06 AF 1 st APPROVED. Amsouth Bank 270 Moore Road Building Plans 02/13/07 RW 1st Monument & Wall Sign DENIED on 02/22/07. Avis Rental/Sears Building Plans 01/16/07 RW 1st Revisions to Wall Sign DENIED on 01/17/06. Best Auto Repair Building Plans 01 /24/07 RW 1 st Re -roof. CFI 2801 Old Winter Garden Road Building Plans 02/27/07 RW 1st Electrical Revisions for Generator. Chateau Reserve LS-2005-017 Preliminary Subdivision Plan 08/18/06 AF 2nd Staff comments sent to applicant 10/05/06. Citrus Medical 3490 Old Winter Garden Road Building Plans 03/01/07 RW 1st Wall/Fence. Citrus Medical and Executive Office Park LS-99-014 Plat 11/16/06 BH 7th Plat DENIED on 12/07/06. Citrus Oaks Office Utility & Lift 07/25/06 AF 2nd Staff comments sent to applicant 08/30/06. Center SS-2003-003 Station Revisions Citrus Oaks Office Revisions to AF 1st Staff comments sent to applicant 02/05/07. Center SS-2003-003 SSSP 01 /17/07 Current Project Status2.xls/Review 3/7/2007 1 of 8 �% £�, "�"de h' n� #.r'�" . tz i�. r� n� ��.. '-. i' ?3�� ": � 1 S �x3. ��,n? vC '� :x t -„ }N d � •j � � yrd - ,`,^. Crestwood Heights 959 Crestwood Commons Ave Building Plans 01/30/07 AF 1st Landscape Lighting DENIED on 01/31/07. Crestwood Heights Landscape Lighting at Front Entry/Power for Security Gates 959 Crestwood Commons Avenue Building Plans 02/05/07 RW 1st APPROVED on 02/07/07. Darren Center AX-08-06-30 Annexation 08/31 /06 AF 1 st Staff comments sent to applicant 09/20/06. Dobson's Woods & Small Scale Site Water, Inc. SS-2005-008 Plan 01 /20/06 AF 2nd Staff comments sent to applicant 03/07/06. Dynasty Gallery West Oaks Village 1053 S. Clarke Road Building Plans 12/28/06 BH 1st New Commercial Building DENIED on 01/03/07. Duston & Roberts Auto Body Shop 321 Enterprise Building Plans 12/12/06 RW 1 st New Commercial Building DENIED on 12/14/06. Street Staff comments sent to applicant 12/27/06. APPROVED and Duston & Roberts Small Scale Site Auto Body Shop SS-2006-004 Plan 12/01/06 AF 3rd distributed 02/21/07. Large Scale Site Eagles Landing LS-04-025 Plan 08/29/06 AF 4th Staff comments sent to applicant 10/10/06. Eagle Creek of Ocoee RZ-05-08-06 Rezoning 08/24/06 AF 1st Staff comments sent to applicant 11 /13/06. East Crown Point Townhomes AX-05-09-26 Annexation 12/05/06 AF 4th Staff comments sent to applicant 01/19/07. Exclusive Homes 751 Silver Star Road Building Plans 02/02/07 RW 1 st Dock. Exclusive Homes, Inc. VR-06-01 Variance 12/13/06 MR 1st Staff comments sent to applicant 01 /23/07. Current Project Status2.xls/Review 3/7/2007 2 of 8 Florida Auto Auction 11801 W. Colonial Drive Florida Auto Auction/Vehicle Registration 11801 West Colonial Drive Florida Auto Auction/Receiving 11801 West Colonial Drive Florida Rock and Tank Lines Fountains West - Halvorsen/Retail A Building Plans 02/08/07 RW 1 st Build open Canopy APPROVED on 02/12/07. Building Plans 01/30/07 RW 1st Modular Building APPROVED on 02/12/07. Building Plans 01/30/07 RW 1st Modular Building APPROVED on 02/12/07. Building Plans 02/16/07 BH 2nd Fence APPROVED on 02/16/07. 307 West Road Building Plans 02/12/07 Preliminary / Fountains West - Final Site and Halvorsen LS-2006-009 Subdivision Plan 12/28/06 Freeman Preliminary Site Commerce Center LS-2006-006 Plan 11 /14/06 Gadson Annexation / AX-06-06-28 & Annexation & Rezoning RZ-06-06-03 Rezoning 06/22/06 Glad Tidings Special Church 2-06-SE-008 Exception 02/07/07 Small Scale Site Plan & Final Grace Community Certificate of Church SS-2005-009 Concurrency 08/30/OE RW AF 1 st New Commercial Shell Building. 1 st Staff comments sent to applicant 02/06/07. AF 1 st Staff comments sent to applicant 12/20/06. Staff comments sent to applicant 08/09/06. Applicant pulled AF 1 st project. AF 4th Staff comments sent to applicant 03/06/07. AF 4th Staff comments sent to applicant 10/17/06. Applicant pulled Current Project Status2.xls/Review 3/7/2007 3 of 8 Small Scale Site Groundtek SS-2005-004 Plan 03/29/06 GTE Federal Credit Union Building Plans 01/09/06 Rezoning & Small Scale RZ-06-09-06 Comp Plan Health Central SSCPA-11-04-06 ,Amendment 11/17/06 Ingram Trails 5824 Ingram Road Building Plans 03/02/07 Ingram Trails LS-2005-009 Plat 09/18/06 Key Isle - Phase II Building Plans 02/27/07 Key Isle - Phase II LS-2005-015 Final Site Plan 08/29/06 Kumon Learning Center/Maguire Crossing 2731 Old Winter Garden Road Building Plans 02/21/07 Lake Bennet AX-07-07-29 & Annexation & Village RZ-06-07-04 Rezoning 07/19/06 Final Subdivision Lakewood Estates LS-2006-004 Plan 10/17/06 Maguire Crossing 2787 Old Winter Garden Road Building Plans 11/30/06 Maguire Groves/American Pie Pizza Co. 336 Moore Road Building Plans 03/01/07 AF 3rd Staff comments sent to applicant 05/04/06. BH 1st New Commercial Bank DENIED on 01/11/07. AF 1 st Staff comments sent to applicant 01 /08/07. BH 2nd Subdivision Wall. AF 2nd DENIED on 10/10/06. AF 1 st All Apartment Buildings. Went to 12/05/06 City Commission meeting. Several issues to be AF 3rd resolved prior to a pre -construction meeting. RW 1 st Wall Sign APPROVED on 02/26/07. AF 1 st Staff comments sent to applicant 09/07/06. BH 4th Staff comments sent to applicant 12/27/06. RW 1 st Wall Sign. RW 1 st Wall/Fence. Current Project Status2.xls/Review 3/7/2007 4 of 8 Maguire Road Self Storage SS-2002-009 FEMA 12/11/06 AX-01-07-04 & Annexation & McCully RZ-07-01-04 Rezoning 01 /09/07 Meadow Ridge Plat 11/21/06 Meadow Ridge Final Subdivision Commercial LS-2006-007 Plan 12/06/06 Mobil Station 11001 W. Colonial Drive Building Plans 01/22/07 Mobil Station 11001 W. Colonial Drive Building Plans 01/11/07 Ocoee Health Care 1556 Maguire Road Building Plans 02/05/07 Oak Trail Reserve PUD - FEMA LS-2005-012 Ocoee Car Wash SS-2006-010 Ocoee Professional Plaza LS-2005-002 Peng Variance VR-07-01 Perfect Motors SS-2005-011 Plantation Grove/Hair Masters Plantation Grove LS-2004-018 Large Scale Preliminary Subdivision Plan 11/08/06 Small Scale Site Plan 12/11 /06 Final Site Plan 10/30/06 Variance 02/01 /07 Small Scale 07/17/06 Building Plans 02/06/07 Cross Walk Area 11/13/06 AF 1st Staff comments sent to applicant 01/23/07. Staff comments due 02/05/07. APPROVED. Going to 03/13/07 MR 1st P&Z. AF 3rd Plat DENIED on 12/14/06. AF 1 st Staff comments sent to applicant 01 /23/07. MR 1st Sign Replacement. ON HOLD. AF 1 st Fuel Tanks. ON HOLD. RW 1 st Re -roof APPROVED on 02/06/07. AF 1 st Staff comments due 12/01 /06. AF 1 st Staff comments sent to applicant 01 /23/07. AF 2nd Staff comments sent to applicant 12/06/06. MR 1st Staff comments due 02/26/07. AF 2nd Staff comments due 08/15/06. (Applicant pulled project) BH 1 st Wall Sign DENIED on 02/12/07. AF 2nd Staff comments send to applicant 12/22/06. Current Project Status2.xls/Review 3/7/2007 5 of 8 Plantation Grove Shopping Center 2642 S. Maguire Road Building Plans 02/27/07 RW 1 st Wall Sign APPROVED on 02/27/07. Prairie Lake Reserve Phase 1 LS-04-026 Plat 02/02/07 RW 1 st Plat DENIED on 02/19/07. Prairie Lake Reserve Townhomes 1601 N Clarke Road Building Plans 02/15/07 AF 2nd Subdivision Entry Walls &Columns APPROVED on 02/22/07. Prairie Lakes Tract Final Subdivision Staff comments sent to applicant 12/28/06. APPROVED at Pre -Con A LS-2006-001 Plan AF 4th 02/27/07. Sandstone Office / Small Scale Site Staff comments due 12/04/06. APPROVED - ON HOLD UNTIL R-O- Warehouse SS-2005-010 Plan 11/06/06 AF 6th W DEDICATION Sandstone Office / R-O-W Warehouse SS-2--5-010 dedication 01/25/07 BH 7th Staff comment due 02/12/07. Setaram Office Small Scale Site Property SS-2006-005 Plan 05/10/06 AF 1 st Staff comments sent to applicant 06/19/06. Shoppes of Ocoee/CiCi's Pizza 10151 W. Colonial Drive Building Plans 02/27/07 RW 1 st Interior Alteration. Shoppes of Ocoee 10135 W. Colonial Drive Building Plans 02/21/07 BH 3rd 2 Monument Signs DENIED on 02/26/07. Silver Star Retail Large Scale Site c'Pnter LS-2006-003 Plan 04/10/06 AF 1 st Staff comments sent to applicant 05/30/06. (Slone Landing (fka Foote Property) Plat 02/12/07 BH 2nd Plat DENIED on 03/05/07. Current Project Status2.xls/Review 3/7/2007 6 of 8 t 7nntag AX-01-07-05 & Annexation & RZ-07-01-05 Rezoning 01/25/07 MR 1st Staff comments due 02/21/07. Starbucks at Ocoee SS-2006-008 Small Scale Site Plan 01/16/07 AF 3rd Sent out APPROVED plans 02/20/07. Abandonment and Vacation of Staff comments sent to applicant 10/30/06. APPROVED - 01/16/07 Starke Lake Streets & Baptist Church VAC-07-009 Easements 07/17/06 CA 1 st City Commission Meeting Steak n Shake LS-2005-004 Plat 01/18/07 BH 2nd Staff comments due 06/19/06 DENIED 01/24/07. Subway/ Lake Olympia Square 1569 E. Silver Star Building Plans 01/09/07 RW 2nd Wall Sign Replacement DENIED on 01/09/07. Road Small Scale Comp Plan Trout Lake Oaks CPA-08-22-06 Amendment 08/21/06 AF 1st Staff comments sent to applicant 10/10/06. Special Tutor Time 1-07-SE-009 Exception 01/29/07 BH 1 st Staff comments sent to applicant 03/05/07. Villa Roma LS-2004-021 Preliminary Subdivision Plan 01/12/07 AF 2nd Staff comments sent to applicant 02/27/07. Village Marketplace SS-2005-012 Small Scale Site Plan Revisions 01/16/07 AF 1 st Staff comments sent to applicant 02/02/07. Villages at Lake Large Scale Plan 05/30/06 AF 2nd Staff comments sent to applicant 07/07/06. Bennet 11 LS-2005-010 Review Wellington Place 1206 Stonewater Circle Building Plans 12/06/06 AF 2nd Fence DENIED on 12/11/06. Wesmere Townhomes Building Plans 11/22/06 RW 1st Subdivision Wall. XAlacmprA Plat 12/04/06 RW 1 st Plat DENIED on 12/18/06. Current Project Status2.xls/Review 3/7/2007 7 of 8 Wesmere Property/Villages of Wesmere LS-2005-006 West Colonial Parcel (Wailia) AX-0-08-25 West 50 Commercial Subdivision LS-2006-005 West Oaks Mall West Orange Investments LS-2005-016 West Orange Orthopedics Medical Office SS-2005-013 West Orange Professional Center 10101 West Colonial Drive West RV & Boat Storage LS-2005-013 West RV & Boat Storage LS-2005-013 West Utilities Drainage and Easement VAC-06-008 Westyn Bay Phases 4 & 5 LS-2003-005 Westyn Bay Phase 3 Current Project Status2.xls/Review Modified Sheets to Large Scale Final Subdivision Plan 01 /26/07 Annexation 08/09/05 Preliminary / Final Subdivision 01/19/07 Building Plans 12/06/06 Small Scale Site Plan 07/31 /06 Building Plans 10/12/06 Preliminary / Final Site Plan 03/07/06 Trip General & Distribution Report BH 2nd Staff comments sent to applicant 02/16/07. CA 1 st Staff comments sent to applicant 09/27/05. BH RW AF RW CA 06/26/06 AF Vacation 04/17/06 Final Subdivision Plan 08/29/06 Lot Grading Revisions 12/11/06 AF AF AF 3/7/2007 3rd Staff comments sent to applicant 02/19/07. 1 st Sign APPROVED on 12/13/06. 2nd Staff comments sent to applicant 09/01 /06. 1 st Ground Sign. 2nd Staff comments sent to applicant 04/20/06. 2nd Staff comments sent to applicant 7/17/06. 1 st Staff comments sent to applicant 05/18/06. 6th Staff comments sent to applicant 10/05/06. 1 st Staff comments sent to applicant 12/22/06. 8 of 8 Sun MO✓ rue wed Thu Fri sat 1 2 3 FFunvaw lulatiows ��C\_�]/�f/ �iC @cocVw�vis�siu. eNux.bers 4 5 6 a 9 10 oeoee Sehool G�otu Cnw.�^n.issia✓. CACOFDMto. Av(VtsooSoard Meetcwg @Fore StatWw Owe is cow.w.:ssiov. cha W.bas c cow„�:sscok charuberz 7:00 p M. 300 p.ru.. i:i5p.ru. 11 12 13 14 15 16 1YL Da�la.ght Saviwgs PLarw.i.ng g zowi Ca wVa55LQ Board Dfstrioajwo St. p'atrU kls Da1J. MI&L&2 @cow.r+issw.v cxaw.bcrs supervisor of Elections offwe 12:00p.w... 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