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10-09-2018 Agenda PacketMayor Rusty Johnson City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) OCTOBER 9, 2018 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum ILCONSENT AGENDA AGENDA Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 6:30 PM A. Minutes of the Planning and Zoning Commission Meeting held on September 11, 2018 III. OLD BUSINESS IV. NEW BUSINESS A. Update to City Wide FEMA Floodplain Ordinance Public Hearing City Planner Rumer 1. Amendment to Article 7 Land Development Code B. Top Gun Cheer Public Hearing City Planner Rumer 1. Large Scale Preliminary/Final Site Plan C. Vermeer Trinity Public Hearing City Planner Rumer 1. Large Scale Preliminary/Final Site Plan D. 815 Clarcona Ocoee Road (N. Lakewood Ave.) Public Hearing City Planner Rumer VMG Estates Ocoee 1. Annexation E. Amaran Property — 403 2nd Street Public Hearing City Planner Rumer 1. Annexation 2. Rezoning F. City of Ocoee Center Street Pond Public Hearing City Planner Rumer 1. Annexation 2. Rezoning G. Inspiration Town Center and Luxury Homes Public Hearing City Planner Rumer 1. Large Scale Preliminary/Final Site Plan CANCELED / WILL BE RE -ADVERTISED TO A FUTURE DATE V. MISCELLANEOUS A. Project Status Report B. October Calendar VL ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 6:30 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. ITEM NUMBER II. A. MINUTES OF THE P & Z MEETING ON SEPTEMBER 11, 2018 0 C 0 (? florida MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, September 11, 2018 1 I. CALL TO ORDER - 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chair Joel Keller, Vice -Chair Lavon Williams, Member Marc Bernstein, Member Jason Mellen, Member Rodger Wunderlich Absent: None Also Present: City Planner Mike Rumer, Planner DeWayne Jones, Deputy Development Services Director/CRA Administrator Ginger Corless, Assistant City Attorney Dana Crosby -Collier and Recording Clerk Kathy Heard 1 11. CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held August 14, 2018. (6:31 pm) Motion for Approval of the Consent Age nda: Moved by Member Wunderfich, Seconded by Vice -Chair Williams; Motion carried unanimously. I III. OLD BUSINESS - None Planning and Zoning Commission Meeting September 11, 2018 IV. NEW BUSINESS — Public Hearings (6:31 pm) A. Innovation Montessori — 2336 Fullers Cross Road Annexation and Rezoning; Project No(s): AX-07-18-74 & RZ-18-07-11. (Advertised in the west Orange Times on Thursday, August 30, 2018) (Planner Jones) Planner Jones presented a brief overview of the proposed Innovation Montessori Annexation and Rezoning, which is for a future expansion of the existing school. The school was annexed and built last year (2017). The subject property is located on the south side of Fullers Cross Road, 870 feet west of the intersection of Fullers Cross Road and North Lakewood Avenue. The lot size is 2.59 acres with an existing single family home. The Applicant has requested a City of Ocoee zoning designation of A-1 "Agriculture," which is consistent with the zoning of the properties to the north, east and west. The A-1 zoning designation is consistent with the adopted future land use designation of Low Density Residential, as shown on the City of Ocoee & Orange County Joint Planning Area (JPA) future land use map. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the western boundary. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties. The proposed site plan will require connection to City of Ocoee potable water and sewer. Development Review Committee fDR0 Recommendation: On September 5, 2018, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Innovation Montessori property. Staff Recommendation: Based on the feasibility report and recommendation of the DRC, Staff recommends that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and Rezoning to A-1 "Agriculture" of the property known as the Innovation Montessori property located at 2336 Fullers Cross Road. Discussion: The applicant was present. Member Mellen inquired why this is being proposed to agricultural zoning instead of residential single-family home. City Planner Rumer explained the existing Innovation Montessori school site does have an agricultural zoning and this proposed site will be tied to the current school site. Further, if this was zoned residential, it would need a special exception, which is a more costly and timely process. Schools are a use within the agricultural zoning. 19 Planning and Zoning Commission Meeting September 11, 2018 Bob Ziegenfuss, Applicant, Z Development Services LLC, 708 East Colonial Drive, Orlando, explained this proposed annexation/rezoning is for the future expansion of the school currently holding approximately 700 students, grades pre-k through sixth grade. Member Mellen mentioned the surrounding roadways are not going to be able to hold this type of capacity. Mr. Ziegenfuss answered a traffic study will be conducted. The road connected to this school is North Lakewood Avenue, and the road connected to this current proposed site is East Fullers Cross Road, which are both maintained by Orange County. As a result, the traffic analysis will be going through two different agencies; Orange County and the City. Chair Keller opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (6:44 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Innovation Montessori Annexation: Project No: AX-07-18-74, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Wunderlich, Seconded by Member Mellen; motion Passed unanimously 5-0. (6:45 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Innovation Montessori Rezoning: Project No: RZ-1 8-07-11. subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Vice -Chair Williams, motion passed unanimously 5-0. B. Inspiration Town Center and Luxury Homes Large Scale Preliminary & Final Subdivision Plan. (Advertised in the West Orange Times on Thursday, August 30, 2018) (City Planner Rumer) (6:45 pm) City Planner Rumer stated this item will be continued to the next Planning and Zoning meeting scheduled for October 9, 2018. City Planner Rumer indicated this item has been requested by City staff to be rescheduled to the next Planning and Zoning meeting of October 9, 2018. City staff will be mailing 300-foot notices out with the revised hearing date of October 9, 2018. Planning and Zoning Commission Meeting September 11, 2018 Chair Keller opened the public hearing and asked if there is anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (6:4 7 pm) Motion: Move that the Planninq and Zoning Commission, acting as the Local Planning Agency, continue this item to the October 9, 2018 Planning & Zoning meeting as requested by City staff; Moved by Vice -Chair Williams, Seconded by Member Bernstein; motion Passed unanimously 5-0. I V. PRESENTATION (6:48,.) A. CRA (Community Redevelopment Agency) Introduction and Review City Planner Rumer announced the City has officially hired Ginger Corless, AlCP, CPRP, as the Deputy Development Services Director/CRA Administrator. He briefly gave her background, which includes establishing the CRA in 2006. She was a member on the CRA Board. She assisted in the planning of the West Orange Trail, and drafted the original Downtown Masterplan. He thanked her for being at this meeting to make this presentation. Deputy Development Services Director/CRA Administrator Corless indicated she is happy to be here now as City staff. She described her credentials which includes involvement with the City of Ocoee for over 20 years and over 30 years with planning. Her career began with planning and development with the Orange County Parks & Recreation Department where she planned the West Orange Trail. She spent over 25 years in the private sector specializing in community redevelopment, parks and recreation and neighborhood planning. She explained the formation of the CRA, which was established in 2006, along with the boundaries. The CRA Target Areas Special Development Plan was formed in 2010 with a lot of public involvement and input from the City Commission as well as economic development specialists. She explained the funding for the CRA is through tax increment financing (TIF). As property values increase, the increased tax increments stay within the District. The City's and County's increments fund the projects within the CRA. Since 2006 there has been an increase in property values of over 88 percent. Just last year alone there was an 83 percent increase in the increments received from the City and County, which leaves the CRA with a budget of over two million dollars to work with. Deputy Development Services Director/CRA Administrator Corless described current CRA projects such as the Old Winter Garden Road landscape enhancements. She explained that Phase 11 of these enhancements will continue from South Blackwood Avenue to Hempel Avenue. She also discussed the South Blackwood Refresh, the 4 Planning and Zoning Commission Meeting September 11, 2018 South Bluford Avenue corridor plans and the new Wellness Park. She was very excited and proud to announce the City was awarded a landscaping grant from FDOT totaling $775,000 over a two-year fiscal period. This grant is for landscaping the SR 50 medians from SR 429 to Good Homes Road with the landscaping installation scheduled to begin approximately in March of 2019. Discussions ensued regarding various projects. Vice -Chair Williams inquired on whether the residential areas within the CRA will be enhanced at all. Deputy Development Services Director/CRA Administrator Corless indicated intentions for this CRA is being placed on commercial development and redevelopment, but they can look into grants for the residential areas. VI. MISCELLANEOUS (7:05 pm) A. Project Status Report City Planner Rumer updated the Board by mentioning the construction boom is still ongoing with a record number of building permits for the past fiscal year. The Ladybird Academy had a recent preconstruction meeting. He said the old FX Scenery & Display building on North Lakewood Avenue was bought, and the new owners are enhancing the current building. The City is currently finalizing with City Furniture. Arden Park North is submitting three subdivision plans for their next phases, which will be coming forth to this board soon. The phases will not be constructed all at once, but the remainder of the Clarke Road extension will be designed, engineered and constructed with the final phases of the subdivision. He mentioned the downtown plan is going forward, and the City recently opened the bid for three selected firms to design the new city hall. He was happy to say Bluford Avenue will be reopened before Founders' Day. Chair Keller asked whether Clarke Road will be two lanes or four lanes. City Planner Rumer indicated it will go down to two lanes. Chair Keller asked if a traffic light will be installed at some point at Hackney Prairie, because at 6:00 pm motorists cannot take a left on Clarke Road. City Planner Rumer indicated currently a traffic analysis is underway of all the signals from the mall all the way to Clarke Road. He stated the City's priorities are (1) the intersection at Fullers Cross Road/Ocoee Apopka Road, and (2) the intersection at Claracona Ocoee Road/Ingram Road. He announced this is Planner Jones last meeting as he accepted another position elsewhere and wished him the best of luck on his new endeavors. B. September Calendar Planning and Zoning Commission Meeting September 11, 2018 Motion: Move to adjourn the Planning and Zoning Commission meeting: Moved by Vice -Chair Williams, Seconded by Member Mellen; motion passed unanimously 5-0. I VI. ADJOURNMENT - 7:15 pm ATTEST: Kathy Heard, Recording Clerk Joel Keller, Chair ITEM NUMBER IV. A. PUBLIC HEARING UPDATE TO CITYWIDE FEMA FLOODPLAIN MANAGEMENT ORDINANCE 1. AMENDMENT TO ARTICLE 7 LAND DEVELOPMENT Mayor Rusty Johnson City Manager Robert Frank P Im ms TO: The Planning & Zoning Commission FROM: Michael Rumer, City Planner lTTit� T.S�:]T�'�►aiy&I Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 SUBJECT: LDC Amendment Concerning Update to Citywide Floodplain Management Ordinance ISSUE: Should the Planning & Zoning Commission recommend approval of amendments to the Land Development Code (LDC) relative to updating the Citywide Floodplain Management Ordinance? BACKGROUND: The City's updated ordinance has been submitted to the FEMA Regional Office in Atlanta for review and changes to comply with Code 44 of Federal Regulations, Sections 59 and 60 of the National Flood Insurance Program (NFIP). Non-compliance with this regulation results in the loss of participation in the NFIP program which would prohibit flood insurances from being available. DISCUSSION: The Land Development Code contains a section in Article Vli dealing with a Floodplain construction criteria. This is supplemental to the general wetland and floodplain criteria in Article VII. The information is required for adoption and is used in all Cities and Counties in Florida. The requirements in the ordinance are established to facilitate Building Codes. The provisions in the attached ordinance do not conflict with the Comprehensive Plan. Due to the amount of text being deleted and replaced, staff has submitted the ordinance for review. Fjums 1X6101k']i,14k(! _lIIs]z Staff recommends that the Planning and Zoning Commission recommend approval amendments to the Land Development Code (LDC) relative to updating the Citywide Floodplain Management Ordinance. Attachments: Ordinance ORDINANCE NO. 2018- AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, AMENDING THE CITY OF OCOEE LAND DEVELOPMENT CODE; REPEALING PART 1A OF ARTICLE VII OF CHAPTER 180, CITY OF OCOEE LAND DEVELOPMENT CODE, RELATING TO ENVIRONMENTAL PROTECTION; ADOPTING A NEW PART 1A OF ARTICLE VII OF CHAPTER 180, CITY OF OCOEE LAND DEVELOPMENT CODE, ENTITLED FLOODPLAIN MANAGEMENT; ADOPTING FLOOD HAZARD MAPS, DESIGNATING A FLOODPLAIN ADMINISTRATOR, ADOPTING PROCEDURES AND CRITERIA FOR DEVELOPMENT IN FLOOD HAZARD AREAS, AND FOR OTHER PURPOSES; PROVIDING FOR APPLICABILITY; PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Legislature of the State of Florida has, in Chapter 166, Florida Statutes, conferred upon local governments the authority to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry; and WHEREAS, the Federal Emergency Management Agency has identified special flood hazard areas within the boundaries of the City of Ocoee and such areas may be subject to periodic inundation which may result in loss of life and property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety and general welfare, and WHEREAS, the City of Ocoee was accepted for participation in the National Flood Insurance Program on November 1, 1978 and the City Commission desires to continue to meet the requirements of Title 44 Code of Federal Regulations, Sections 59 and 60, necessary for such participation; and WHEREAS, Chapter 553, Florida Statutes, was adopted by the Florida Legislature to provide a mechanism for the uniform adoption, updating, amendment, interpretation, and enforcement of a state building code, called the Florida Building Code; and WHEREAS, the City of Ocoee has provisions relating to environmental protection, inclusive of floodplain management, and resource management in the City's Land Development Code, codified at Chapter 180, City of Ocoee Code of Ordinances; and WHEREAS, the proposed amendments to the City's Land Development Code contained herein are so comprehensive so as to result in a substantial rewrite of Part 1A of Article VII of Chapter 180; and WHEREAS, the City of Ocoee Planning and Zoning Commission (P&Z) has jurisdictional authority to hear and recommend to the City Commission any amendments to the Land Development Code; and WHEREAS, on 2018, the P&Z held a public hearing on proposed amendments to the Land Development Code relating to proposed floodplain management regulations, and recommended that the Ocoee City Commission approve said amendments; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in a public hearing in accordance with the procedures set forth in Section 166.041, Florida Statutes; and WHEREAS, the City Commission has determined that it is in the public interest to adopt the proposed floodplain management regulations that are coordinated with the Florida Building Code. NOW, THEREFORE, BE IT ORDAINED by the City Commission of the City of Ocoee that the following floodplain management regulations are hereby adopted. Section 1. Recitals. The foregoing whereas clauses are incorporated herein by reference and made a part hereof. Section 2. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article Vill of the Constitution of the State of Florida and Chapters 165 and 166, Florida Statutes. Section 3. Amendment to Part 1A, Article VII. Part 1A of Article Vil, Chapter 180, City of Ocoee Land Development Code, is amended to read as follows with underlines showing additions and strikethroughs showing deletions: Article Vil — Natural Resource Management and Floodplain Manage nen-EnVkonme PFetectaGn. Part 1A — Floodplain Management 7-11A. General Provisions. A. Title. These regulations shall be known as the Floodplain Management Ordinance of the City of Ocoee, hereinafter referred to as "this article." B. Scope. The provisions of this article shall apply to all development that is wholly within o Partially within any flood hazard area, including but not limited to the subdivision of land, filling, grading, and other site improvements and utility installations; construction, alteration, remodeling, enlargement, improvement, replacement, repair, relocation or demolition of buildings, structures, and facilities that are exempt from the Florida Building Code; placement, installation, or replacement of manufactured homes and manufactured buildings: installation or replacement of tanks; placement of recreational vehicles; installation of swimming pools: and any other development. C. Intent. The purposes of this article and the flood load and flood resistant construction requirements of the Florida Building Cade are to establish minimum requirements to safeguard the public health, safety, and general welfare and to minimize public and Private losses due to flooding through regulation of development in flood hazard areas to: 2 (1) Minimize unnecessary disruption of commerce, access and public service during times of flooding; (2) Require the use of appropriate construction practices in order to prevent or minimize future flood damage; (3) Manage filling grading dredging mining paving excavation drilling operations storage of equipment or materials, and other development which may increase flood damage or erosion potential; (4) Manage the alteration of flood hazard areas, watercourses, and shorelines to minimize the impact of development on the natural and beneficial functions of the floodplain; (5) Minimize damage to public and private facilities and utilities; (6) Help maintain a stable tax base by providing for the sound use and development of flood hazard areas; (7) Minimize the need for future expenditure of public funds for flood control proiects and response to and recovery from flood events; and (8) Meet the requirements of the National Flood Insurance Program for community participation as set forth in the Title 44 Code of Federal Regulations Section 59.22. D. Coordination with the Florida Building Code. This article is intended to be administered and enforced in coniunction with the Florida Building Code. Where cited, ASCE 24 refers to the edition of the standard that is referenced by the Florida Building Code. E. Waming. The degree of flood protection required by this article and the Florida Building Code, as amended by the City, is considered the minimum reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur. Flood heights may be increased by man-made or natural causes. This article does not imply that land outside of mapped special flood hazard areas or that uses permitted within such flood hazard areas, will be free from flooding or flood damage. The flood hazard areas and base flood elevations contained in the Flood Insurance Study and shown on Flood Insurance Rate Maps and the requirements of Title 44 Code of Federal Regulations, Sections 59 and 60 may be revised by the Federal Emergency Management Agency, requiring the City to revise these regulations to remain eligible for participation in the National Flood Insurance Program. No guaranty of vested use, existing use, or future use is implied or expressed by compliance with this article. F. Disclaimer of Liability. This article shall not create liability on the part of the City Commission of the City of Ocoee or by any officer or employee thereof for any flood damage that results from reliance on this article or any administrative decision lawfully made thereunder. 7-2A. Applicability. A. General. Where there is a conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. B. Areas to which this article applies. This article shall apply to all flood hazard areas within the corporate limits of the City of Ocoee, as established in Section 7-2A.C. of this article. C. Basis for establishing flood hazard areas. The Flood Insurance Study for Orange County, Florida and Incorporated Areas dated June 20, 2018, and all subsequent amendments and revisions, and the accompanying Flood Insurance Rate Maps (FIRM), and all subsequent amendments and revisions to such maps, are adopted by reference as a part of this article and shall serve as the minimum basis for establishing flood hazard areas. Studies and maps that establish flood hazard areas are on file at the Ocoee Building Division, 150 N. Lakeshore Drive, Ocoee. D. Submission of additional data to establish flood hazard areas. To establish flood hazard areas and base flood elevations, Pursuant to Section 7-5A of this article, the Floodplain Administrator may require submission of additional data. Where field surveyed topography Prepared by a Florida licensed professional surveyor or digital topography accepted by the City indicates that ground elevations: (1) Are below the closest applicable base flood elevation, even in areas not delineated as a special flood hazard area on a FIRM, the area shall be considered as flood hazard area and subject to the requirements of this article and, as applicable, the requirements of the Florida Building Code. (2) Are above the closest applicable base flood elevation, the area shall be regulated as special flood hazard area unless the applicant obtains a Letter of Map Change that removes the area from the special flood hazard area. E. Other laws. The provisions of this article shall not be deemed to nullify any provisions of local, state, or federal law. F. Abrogation and greater restrictions. This article supersedes any ordinance in effect for management of development in flood hazard areas. However, it is not intended to repeal or abrogate any existing ordinances includingbutnot limited to land development regulations, zoning ordinances, stormwater management regulations, or the Florida Building Code. In the event of a conflict between this article and any other ordinance, the more restrictive shall govern. This article shall not impair any deed restriction, covenant, or easement, but any land that is subject to such interests shall also be governed by this article. G. Interpretation. In the interpretation and application of this article, all provisions shall be: (1) Considered as minimum requirements: (2) Liberally construed in favor of the -governing body: and (3) Deemed neither to limit nor repeal any other powers granted under state statutes. 7-3A. Duties and Powers of the Floodplain Administrator. A. Designation. The Buildinq Official is designated as the Floodplain Administrator. The Floodplain Administrator may delegate performance of certain duties to other employees. B. General. The Floodplain Administrator is authorized and directed to administer and enforce the provisions of this article. The Floodplain- Administrator shall have the authority to render interpretations of this article consistent with the intent and purpose of this article and may establish policies and procedures in order to clarify the application of its provisions. Such interpretations, policies, and procedures shall not have the effect of waiving requirements specifically provided in this article without the granting of a variance pursuant to Section 7-7A. of this article. C. Applications and permits. The Floodplain Administrator, in coordination with other pertinent offices of the City, shall: (1) Review applications and plans to determine whether proposed new development will be located in flood hazard areas: (2) Review applications for modification of any existing development in flood hazard areas for compliance with the requirements of this article, (3) Interpret flood hazard area boundaries where such interpretation is necessary to determine the exact location of boundaries: a person contesting the determination shall have the opportunity to appeal the interpretation: (4) Provide available flood elevation and flood hazard information: (5) Determine whether additional flood hazard data shall be obtained from other sources or shall be developed by an applicant: (6) Review applications to determine whether proposed development will be reasonably safe from flooding: (7) Issue floodplain development permits or approvals for development other than buildings and structures that are subiect to the Florida Building Code, including buildings, structures and facilities exempt from the Florida Building Code, when compliance with this article is demonstrated, or disapprove the same in the event of noncompliance; and (8) Coordinate with and provide comments to the Building Official to assure that applications, plan reviews, and inspections for buildings and structures in flood hazard areas comply with the applicable provisions of this article. D. Substantial imorovement and substantial damage determinations. For applications for building permits to improve buildings and structures, including alterations, movement, enlargement, replacement, repair, change of occupancy, additions, rehabilitations, renovations, substantial improvements, repairs of substantial damage, and any other improvement of or work on such buildings and structures, the Building Official, shall: (1) Estimate the market value, or require the applicant to obtain an appraisal of the market value prepared by a qualified independent appraiser, of the building or structure before the start of construction of the proposed work-, in the case of repair, the market value of the building or structure shall be the market value before the damage occurred and before any repairs are made: (2) Compare the cost to perform the improvement, the cost to repair a damaged building to its pre -damaged condition, or the combined costs of improvements and repairs, if applicable, to the market value of the building or structure; (3) Determine and document whether the proposed work constitutes substantial improvement or repair of substantial damage; and (4) Notify the applicant if it is determined that the work constitutes substantial improvement or repair of substantial damage and that compliance with the flood resistant construction requirements of the Florida Building Code and this article is required. E. Modifications of the strict application of the requirements of the Florida Building Code. The Floodplain Administrator shall review requests submitted to the Building Official that seek approval to modify the strict application of the flood load and flood resistant construction requirements of the Florida Buildinq Code to determine whether such requests require the granting of a variance pursuant to Section 7-7A. of this article. F. Notices and orders. The Floodplain Administrator shall coordinate with appropriate local agencies for the issuance of all necessary notices or orders to ensure compliance with this article. G. Inspections. The Floodplain Administrator shall make the required inspections as specified in Section 7-6A. of this article for development that is not subject to the Florida Building Code, including buildings, structures and facilities exempt from the Florida Building Code. The Floodplain Administrator shall inspect flood hazard areas to determine if development is undertaken without issuance of a permit. H. Other duties of the Floodplain Administrator. The Floodplain Administrator shall have other duties, including but not limited to: (1) Establish, in coordination with the Building Official, Procedures for administering and documenting determinations of substantial improvement and substantial damage made pursuant to Section 7-3A. (D) of this article: (2) Require that applicants proposing alteration of a watercourse notify adjacent communities and the Florida Division of Emergency Management, State Floodplain Management Office, and submit copies of such notifications to the Federal Emergency Management Agency (FEMA): (3) Require applicants who submit hydrologic and hydraulic engineering analyses to support permit applications to submit to FEMA the data and information necessary to maintain the Flood Insurance Rate Maps if the analyses propose to change base flood elevations, flood hazard area boundaries, or floodway designations-, such submissions shall be made within 6 months of such data becoming available; (4) Review required design certifications and documentation of elevations specified by this article and the Florida Building Code to determine that such certifications and documentations are complete: and (5) Notify the Federal Emergency Management Agency when the corporate boundaries of the City are modified. Floodplain manaaement records. Regardless of anv limitation on the period required for retention of public records, the Floodplain Administrator shall maintain and permanently keep and make available for public inspection all records that are necessary for the administration of this article and the flood resistant construction requirements of the Florida Building Code, including Flood Insurance Rate Maps: Letters of Map Change: records of issuance of permits and denial of permits, determinations of whether proposed work constitutes substantial improvement or repair of substantial damage: required design certifications and documentation of elevations specified by the Florida Building Code and this article: notifications to adiacent communities, FEMA, and the state related to alterations of watercourses: assurances that the flood carrying capacity of altered watercourses will be maintained, documentation related to appeals and variances, including justification for issuance or denial: and records of enforcement actions taken pursuant to this article and the flood resistant construction requirements of the Florida Buildina Code. These records shall be available for public inspection at Ocoee Buildinq Division, 150 N. Lakeshore Drive, Ocoee. 4 74A. Permits. A. Permits required. Any owner or owner's authorized agent (hereinafter "applicant") who intends to undertake any development activity within the scope of this article, including buildings, structures and facilities exempt from the Florida Building Code, which is wholly within or Partially within any flood hazard area, shall first make application to the Floodplain Administrator and the Building Official if applicable, and shall obtain the required permit(s) and agproval(s). No such permit or approval shall be issued until compliance with the requirements of this article and all other applicable codes and regulations has been satisfied. B. Floodplain development permits or approvals. Floodplain development permits or approvals shall be issued pursuant to this article for any development activities not subject to the requirements of the Florida Building Code, including buildings, structures, and facilities exempt from the Florida Building Code. Depending on the nature and extent of proposed development that includes a building or structure, the Floodplain Administrator may determine that a floodplain development permit or approval is required in addition to a building permit. C. Buildings, structures, and facilities exempt from the Florida Building Code. Pursuant to the requirements of federal regulation for participation in the National Flood Insurance Pro -gram (44 C.F.R. Sections 59 and 60), floodplain development permits or approvals shall be required for the following buildings, structures and facilities that are exempt from the Florida Building Code and any further exemptions provided by law, which are subject to the requirements of this article: (1) Railroads and ancilla[y, facilities associated with the railroad. (2) Nonresidential farm buildings on farms, as provided in section 604.50, F.S. (3) Temporary buildings or sheds used exclusively for construction purposes. (4) Mobile or modular structures used as temporary offices. (5) Those structures or facilities of electric utilities, as defined in section 366.02, F.S., which are directly involved in the generation, transmission, or distribution of electricity. (6) Chickees constructed by the Miccosukee Tribe of Indians of Florida or the Seminole Tribe of Florida. As used in this paragraph, the term "chickee" means an open -sided wooden but that has a thatched roof of palm or palmetto or other traditional materials, and that does not incorporate any electrical, plumbing, or other non -wood features. (7) Family mausoleums not exceeding 250 square feet in area which are prefabricated and assembled on site or preassembled and delivered on site and have walls, roofs, and a floor constructed of granite, marble, or reinforced concrete. (8) Temporary housing provided by the Department of Corrections to any prisoner in the state correctional system. (9) Structures identified in section 553.73(10)(k), F.S., are not exempt from the Florida Building Code if such structures are located in flood hazard areas established on Flood Insurance Rate Maps D. Application for a permit or approval. To obtain a floodplain development permit or approval the applicant shall first file an application in writing on a form furnished by the City. The information provided shall: (1) Identify and describe the development to be covered by the permit or approval. (2) Describe the land on which the proposed development is to be conducted by legal description, street address, or similar description that will readily identify and definitively locate the site. (3) Indicate the use and occupancy for which the proposed development is intended. (4) Be accompanied by a site plan or construction documents as specified in Section 7-5A. of this article. (5) State the valuation of the proposed work, (6) Be signed by the applicant or the applicant's authorized agent. (if signed by the applicant's authorized agent, an agent authorization form shall accompany the application.) (7) Give such other data and information as required by the Floodplain Administrator. E. Validity of permit or approval. The issuance of a floodplain development permit or approval pursuant to this article shall not be construed to be a permit for, or approval of, any violation of this article, the Florida Building Codes, or any other ordinance of this City. The issuance of permits based on submitted applications, construction documents, and information shall not prevent the Floodplain Administrator from requiring the correction of errors and omissions. F. Expiration. A floodplain development permit or approval shall become invalid unless the work authorized by such permit is commenced within one -hundred and eighty (180) days after its issuance, or if the work authorized is suspended or abandoned for a period of one -hundred and eighty (180) days after the work commences. Extensions for periods of not more than one - hundred and eighty (180) days each shall be requested in writing and justifiable cause shall be demonstrated for such request. G. Suspension or revocation. The Floodplain Administrator is authorized to suspend or revoke a floodplain development permit or approval if the permit was issued in error, on the basis of incorrect, inaccurate, or incomplete information, or in violation of this article or any other ordinance, regulation, or requirement of the city, county, state, or federal government. H. Other permits required. Floodplain development permits and building permits shall include a condition that all other applicable state or federal permits be obtained before commencement of the permitted development, including but not limited to the following: (1) The St. Johns River Water Management District: section 373.036, F.S. (2) Florida Department of Health for onsite sewage treatment and disposal systems: section 381.0065, F.S. and Chapter 64E-6, F.A.C. (3) Florida Department of Environmental Protection for activities subject to the Joint Coastal Permit: section 161.055, F.S. (4) Florida Department of Environmental Protection for activities that affect wetlands and alter surface water flows, in coniunction with the U.S. Army Corps of Engineers: Section 404 of the Clean Water Act. (5) Federal permits and approvals. 7-5A. Site Plans and Construction Documents. A. Information for development in flood hazard areas. The site plan or construction documents for any development subject to the requirements of this article shall be drawn to scale and shall include, as applicable to the proposed development: (1) Delineation of flood hazard areas, floodway boundaries and flood zone(s), base flood elevation(s), and ground elevations if necessary for review of the proposed development. (2) Where base flood elevations or floodway data are not included on the FIRM or in the Flood Insurance Study, these shall be established in accordance with Section 7- 5A.(B)(2) or (3) of this article. (3) Where the parcel on which the proposed development will take place will have more than fifty (50) lots or is larger than five (5) acres and the base flood elevations are not included on the FIRM or in the Flood Insurance Study, such elevations shall be established in accordance with Section 7-5A.B.0) of this article. (4) Location of the proposed activity and proposed structures, and locations of existing buildings and structures. (5) Location, extent, amount, and proposed final grades of any filling, grading, o excavation. (6) Where the placement of fill is proposed, the amount, type, and source of fill material: compaction specifications; a description of the intended purpose of the fill areas; and evidence that the proposed fill areas are the minimum necessary to achieve the intended purpose. (7) Existing and proposed alignment of any proposed alteration of a watercourse. The Floodplain Administrator is authorized to waive the submission of site plans, construction documents, and other data that are required by this article but that are not required to be prepared by a registered design professional if it is found that the nature of the proposed development is such that the review of such submissions is not necessary to ascertain compliance with this article. B. Information in flood hazard areas without base flood elevations (approximate Zone A). Where flood hazard areas are delineated on the FIRM and base flood elevation data have not been provided, the Floodplain Administrator shall: (1) Require the applicant to include base flood elevation data prepared in accordance with currently accepted engineering practices. (2) Obtain, review, and provide to applicants base flood elevation and floodway data available from a federal or state agency or other source or require the applicant to obtain and use base flood elevation and floodway data available from a federal or state agency or other source. (3) Where base flood elevation and floodway data are not available from another source, where the available data are deemed by the Floodplain Administrator to not reasonably reflect flooding conditions, or where the available data are known to be scientifically or technically incorrect or otherwise inadequate: (a) Require the applicant to include base flood elevation data prepared in accordance with currently accepted engineering Practices: o (b) Specify that the base flood elevation is two (2) feet above the highest adjacent grade at the location of the development, provided there is no evidence indicating flood depths have been or may be greater than two (2) feet. (4) Where the base flood elevation data are to be used to support a Letter of Map Change from FEMA, advise the applicant that the analyses shall be prepared by a Florida licensed engineer in a format required by FEMA, and that it shall be the responsibility o the applicant to satisfy the submittal requirements and pay the Processing fees. C. Additional analyses and certifications. As applicable to the location and nature of the proposed development activily, and in addition to the requirements of this section, the applicant shall have the following analyses signed and sealed by a Florida licensed engineer for submission with the site plan and construction documents: (1) For development activities proposed to be located in a regulatory floodway, a floodway encroachment analysis that demonstrates that the encroachment of the proposed development will not cause any increase in base flood elevations: where the applicant proposes to undertake development activities that do increase base flood elevations, the applicant shall submit such analysis to FEMA as specified in Section 7-5A.(D) of this article and shall submit the Conditional Letter of Map Revision, if issued by FEMA, with the site plan and construction documents. (2) For development activities proposed to be located in a riverine flood hazard area for which base flood elevations are included in the Flood Insurance Study or on the FIRM and floodways have not been designated, hydrologic and hydraulic analyses that demonstrate that the cumulative effect of the proposed development, when combined with all other existing and anticipated flood hazard area encroachments, will not increase the base flood elevation more than one (1) foot at any point within the City. This requirement does not apply in isolated flood hazard areas not connected to a riverine flood hazard area or in flood hazard areas identified as Zone AO or Zone AH. (3) For alteration of a watercourse, an engineering analysis prepared in accordance with standard engineering practices which demonstrates that the flood -carrying capacity of the altered or relocated portion of the watercourse will not be decreased, and certification that the altered watercourse shall be maintained in a manner which preserves the channel's flood -carrying capacity: the applicant shall submit the analysis to FEMA as specified in Section 7-5A.(D) of this article. D. Submission of additional data. When additional hydrologic, hydraulic or other engineeri data, studies, and additional analyses are submitted to support an application, the applicant has the right to seek a Letter of Map Change from FEMA to change the base flood elevations, change floodway boundaries, or change boundaries of flood hazard areas shown on FIRMs, and to submit such data to FEMA for such purposes. The analyses shall be prepared by a Florida licensed enaineer in a format required by FEMA. Submittal requirements and processing fees shall be the responsibility of the applicant 4 7-6A. Inspections. A. General. Development for which a floodplain development Permit or approval is required shall be subject to inspection. B. Development other than buildings and structures. The Floodplain Administrator shall inspect 10 all development to determine compliance with the requirements of this article and the conditions of issued floodplain development permits or approvals. C. Buildings, structures, and facilities exempt from the Florida Building Code. The Floodplain Administrator shall inspect buildings, structures and facilities exempt from the Florida Building Code to determine compliance with the requirements of this article and the conditions of issued floodplain development permits or approvals. D. Buildings, structures, and facilities exempt from the Florida Building Code, lowest floor inspection. Upon placement of -the lowest floor, including basement, and prior to further vertical construction, the owner of a building, structure or facility exempt from the Florida Building Code, or the owner's authorized agent, shall submit to the Floodplain Administrator: (1) If a design flood elevation was used to determine the required elevation of the lowest floor, the certification of elevation of the lowest floor prepared and sealed by a Florida licensed professional surveyor: o (2) If the elevation used to determine the required elevation of the lowest floor was determined in accordance with Section 7-5A.(B)(3)(b) of this article, the documentation of height of the lowest floor above highest adiacent grade, prepared by the owner or the owner's authorized agent. E. Buildings, structures and facilities exempt from the Florida Building Code, final inspection. As part of the final inspection, the owner or owner's authorized agent shall submit to the Floodplain Administrator a final certification of elevation of the lowest floor or final documentation of the height of the lowest floor above the highest adiacent grade, such certifications and documentations shall be prepared as specified in Section 7-6A.(D) of this article. F. Manufactured homes. The Floodplain Administrator shall inspect manufactured homes that are installed or replaced in flood hazard areas to determine compliance with the requirements of this article and the conditions of the issued permit. Upon placement of a manufactured home, certification of the elevation of the lowest floor shall be submitted to the Floodplain Administrator. 4 7-7A. Variances and Appeals. A. General. The City Commission shall hear and decide on requests for appeals and requests for variances from the strict application of this article. Pursuant to section 553.73(5), F.S., the City Commission shall hear and decide on requests for appeals and requests for variances from the strict application of the flood resistant construction requirements of the Florida Building Code. B. Appeals. The City Commission shall hear and decide appeals when it is alleged there is an error in any requirement, decision, or determination made by the Floodplain Administrator in the administration and enforcement of this article. Any person aggrieved by the decision may appeal such decision to the Circuit Court, as provided by Florida Statutes. C. Limitations on authority to grant variances. The City Commission shall base its decisions on variances on technical justifications submitted by applicants, the considerations for issuance in Section 7-7A.G of this article, the conditions of issuance set forth in Section 7-7A.H of this article, and the comments and recommendations of the Floodplain Administrator and the 11 Building Official. The City Commission has the right to impose such conditions as it deems necessary to further the purposes and objectives of this article. D. Restrictions in floodways. A variance shall not be issued for any proposed development in a floodway if any increase in base flood elevations would result, as evidenced by the applicable analyses and certifications required in Section 7-5A.0 of this article. E. Historic buildings. A variance is authorized to be issued for the repair, improvement, o rehabilitation of a historic building that is determined eligible for the exception to the flood resistant construction requirements of the Florida Building Code, Existing Building, Chapter 12 Historic Buildings, upon a determination that the proposed repair, improvement, or rehabilitation will not preclude the building's continued designation as a historic building and the variance is the minimum necessary to preserve the historic character and design of the building. If the proposed work precludes the building's continued designation as a historic building, a variance shall not be granted and the building and any repair, improvement, and rehabilitation shall be subiect to the requirements of the Florida Building Code. F. Functionally dependent uses. A variance is authorized to be issued for the construction or substantial improvement necessary for the conduct of a functionally dependent use, as defined in this article, provided the variance meets the requirements of Section 7-7A.D, is the minimum necessary considering the flood hazard, and all due consideration has been given to use of methods and materials that minimize flood damage during occurrence of the base flood. G. Considerations for issuance of variances. In reviewing requests for variances, the City Commission shall consider all technical evaluations, all relevant factors, all other applicable provisions of the Florida Building Code, this article, and the following: (1) The danger that materials and debris may be swept onto other lands resulting in further injury or damage: (2) The danger to life and property due to flooding or erosion damage: (3) The susceptibility of the proposed development, including contents, to flood damage and the effect of such damage on current and future owners: (4) The importance of the services provided by the proposed development to the community; (5) The availability of alternate locations for the proposed development that are subject to lower risk of flooding or erosion-, (6) The compatibility of the proposed development with existing and anticipated development: (7) The relationship of the proposed development to the comprehensive plan and floodplain management program for the area: (8) The safety of access to the property in times of flooding for ordinary and emergency vehicles: (9) The expected heights, velocity, duration, rate of rise and debris and sediment transport of the floodwaters and the effects of wave action, if applicable, expected at the site, and (10) The costs of providing governmental services during and after flood conditions including maintenance and repair of public utilities and facilities such as sewer, -gas, electrical and water systems, streets, and bridges. 12 H. Conditions for issuance of variances. Variances shall be issued only upon: (1) Submission by the applicant, of a showing of -good and sufficient cause that the unique characteristics of the size, configuration, or topography of the site limit compliance with any provision of this article or the required elevation standards: (2) Determination by the City Commission that: (a) Failure to grant the variance would result in exceptional hardship due to the physical characteristics of the land that render the lot undevelopable: increased costs to satisfy the requirements or inconvenience do not constitute hardship: (b) The granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, nor create nuisances, cause fraud on or victimization of the public or conflict with existing local laws and ordinances; and (c) The variance is the minimum necessary, considering the flood hazard, to afford relief; (3) Receipt of a signed statement by the applicant that the variance, if granted, shall be recorded in the Office of the County Comptroller in such a manner that it appears in the chain of title of the affected parcel of land: and (4) If the request is for a variance to allow construction of the lowest floor of a new building, or substantial improvement of a building, below the required elevation, a copy in the record of a written notice from the Floodplain Administrator to the applicant for the variance, specifying the difference between the base flood elevation and the Proposed elevation of the lowest floor, stating that the cost of federal flood insurance will be commensurate with the increased risk resulting from the reduced floor elevation (up to amounts as high as $25 for $100 of insurance coverage), and stating that construction below the base flood elevation increases risks to life and property. 7-8A. Violations. A. Violations. Any development that is not within the scope of the Florida Building Code but that is regulated by this article that is performed without an issued permit, that is in conflict with an issued permit, or that does not fully comply with this article, shall be deemed a violation of this article, A building or structure without the documentation of elevation of the lowest floor, other required design certifications, or other evidence of compliance required by this article or the Florida Building Code is presumed to be a violation until such time as that documentation is provided. B. Authority. For development that is not within the scope of the Florida Building Code but that is regulated by this article and that is determined to be a violation, the Floodplain Administrator is authorized to serve notices of violation or stop work orders to owners of the property involved to the owner's agent, or to the person or persons Performing the work. C. Unlawful continuance. Any person who shall continue any work after having been served with a notice of violation or a stop work order, except such work as that person is directed to perform to remove or remedy a violation or unsafe condition, shall be subject to penalties. Violation of the provisions of this Section or failure to comply with any of its requirements, including violation of conditions and safeguards established in connection with grants of variance or special 13 exceptions, shall constitute a misdemeanor. Any person who violates this Code or fails to comply with any of its requirements shall, upon conviction thereof, be fined not more than five hundred dollars ($500) or imprisoned for not more than thirty (30) days, or both, and in addition, shall pay all costs and expenses involved in the case. Each day such violation continues shall be considered a separate offense. Nothing herein contained shall prevent the City of Ocoee from taking such other lawful action as is necessary to prevent or remedy any violation. 7-9A. Definitions. A. Unless otherwise expressly stated the following words and terms shall, for the purposes of this ordinance, have the meanings shown in this section. Where terms are not defined in this article and are defined in the Florida Building Code, such terms shall have the meanings ascribed to them in the Florida Building Code. Where terms are not defined in this article or the Florida Building Code, such terms shall have ordinarily accepted meanings such as the context implies. (1) Alteration of a watercourse. A dam, impoundment, channel relocation, change in channel alignment, channelization, or change in cross -sectional area of the channel or the channel capacity, or any other form of modification which may alter, impede, retard or change the direction and/or velocity of the riverine flow of water during conditions of the base flood. (2) Appeal. A request for a review of the Floodplain Administrator's interpretation of any provision of this article. (3) ASCE 24. A standard titled Flood Resistant Design and Construction that is referenced by the Florida Building Code. ASCE 24 is developed and published by the American Society of Civil Engineers, Reston, VA. (4) Base flood. A flood having a 1-percent chance of being equaled or exceeded in any given year. [Also defined in FBC, B, Section 202.1 The base flood is commonly referred to as the "100-year flood" or the I -percent -annual chance flood." (5) Base flood elevation. The elevation of the base flood, including wave height, relative to the National Geodetic Vertical Datum (NGVD), North American Vertical Datum (NAVD) or other datum specified on the FIRM. (Also defined in FBC, B, Section 202.1 (6) Basement. The portion of a building having its floor subgrade (below ground level) on all sides. Also defined in FBC, B, Section 202: see "Basement (for flood loads)".1 (7) Design flood. The flood associated with the greater of the following two areas: [Also defined in FBC, B, Section 202.1 a. Area with a floodplain subject to a 1-percent or greater chance of flooding in any year; or b. Area designated as a flood hazard area on the City's flood hazard map, or otherwise legally desig-nated. (8) Design flood elevation. The elevation of the "design flood," including wave height, 14 relative to the datum specified on the City's legally designated flood hazard map. In areas designated as Zone AO, the design flood elevation shall be the elevation of the highest existing grade of the building's perimeter plus the depth number (in feet) specified on the flood hazard map. In areas designated as Zone AO where the depth number is not specified on the map, the depth number shall be taken as being equal to 2 feet. [Also defined in FBC, B, Section 202.1 (9) Development. Any man-made change to improved or unimproved real estate, including but not limited to, buildings or other structures, tanks, temporary structures, temporary o permanent storage of equipment or materials, mining, dredging, filling, grading, paying, excavations, drilling operations or any other land disturbing activities. (10) Encroachment. The placement of fill, excavation, buildings, permanent structures or other development into a flood hazard area which may impede or alter the flow capacity of riverine flood hazard areas. (11) Existing building and existing structure. Any buildings and structures for which the "start of construction" commenced before November 1, 1978. [Also defined in FBC, B, Section 202.1 (12) Existing manufactured home park or subdivision. A manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before November 1, 1978. (13) Expansion to an existing manufactured home park or subdivision. The preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads). (14) Federal Emergency Management Agency (FEMA). The federal agency that, in addition to carrying out other functions, administers the National Flood Insurance Program. (15) Flood or flooding. A general and temporary condition of partial or complete inundation of normally dry land from: Also defined in FBC, B, Section 202.1 a. The overflow of inland or tidal waters. b. The unusual and rapid accumulation or runoff of surface waters from any source. (16) Flood damage -resistant materials. Any construction material capable o withstanding direct and prolonged contact with floodwaters without sustaining any damage that requires more than cosmetic repair. [Also defined in FBC, B, Section 202.1 (17) Flood hazard area. The greater of the following two areas: [Also defined in FBC, B, Section 202.1 a. The area within a floodplain subject to a 1 -percent or greater chance of flooding in awn b. The area designated as a flood hazard area on the City's flood hazard map, or 15 otherwise legally designated. (18) Flood Insurance Rate Map (FIRM). The official map of the City on which the Federal Emergency Management Agency has delineated both special flood hazard areas and the risk premium zones applicable to the City. [Also defined in FBC, B, Section 202.1 (19) Flood Insurance Study (FIS). The official report provided by the Federal Emergency Management Agency that contains the Flood Insurance Rate Map, the Flood Boundary and Floodway Map (if applicable), the water surface elevations of the base flood, and supporting technical data. [Also defined in FBC, B, Section 202.1 (20) Floodplain Administrator. The office or position designated and charged with the administration and enforcement of this article (may be referred to as the Floodplain Manager). (21) Floodplain development permit or approval. An official document or certificate issued by the City, or other evidence of approval or concurrence, which authorizes performance of specific development activities that are located in flood hazard areas and that are determined to be compliant with this article. (22) Floodway. The channel of a river or other riverine watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than one (1) foot. [Also defined in FBC, B. Section 202.1 (23) Floodway encroachment analysis. An engineering analysis of the impact that a proposed encroachment into a floodway is expected to have on the floodway boundaries and base flood elevations: the evaluation shall be Prepared by a qualified Florida licensed engineer using standard engineering methods and models. (24) Florida Building Code or FBC. The family of codes adopted by the Florida Building Commission, including: Florida Bu#aft Code, Building: Florida Building Code, Residential; Florida Building Code, Existing Building; Florida Building Code, Mechanical; Florida Building Code, Plumbing; Florida Building Code, Fuel Gas. (25) Functionally dependent use. A use which cannot perform its intended purpose unless it is located or carried out in close proximity to water, including only docking facilities, port facilities that are necessary for the loading and unloading of canto or passengers, and ship building and ship repair facilities; the term does not include long-term storage or related manufacturing facilities. (26) Highest adjacent grade. The highest natural elevation of the ground surface prior to construction next to the proposed walls or foundation of a structure. (27) Historic structure. Any structure that is determined eligible for the exception to the flood hazard area requirements of the Florida Building Code, Existing Building, Chapter 12 Historic Buildings. (28) Letter of Map Change (LOMC). An official determination issued by FEMA that amends or revises an effective Flood Insurance Rate Map or Flood Insurance Study. 16 Letters of Map change include: a. Letter of Map Amendment (LOMA): An amendment based on technical data showing that a property was incorrectly included in a designated special flood hazard area. A LOMA amends the current effective Flood Insurance Rate Map and establishes that a specific property, portion of a property, or structure is not located in a special flood hazard area. b. Letter of Map Revision (LOMR): A revision based on technical data that may show changes to flood zones, flood elevations, special flood hazard area boundaries and floodway delineations, and other planimetric features. c. Letter of Map Revision Based on Fill (LOMR-F): A determination that a structure or parcel of land has been elevated by fill above the base flood elevation and is, therefore, no longer located within the special flood hazard area. In order to qualify for this determination, the fill must have been permitted and placed in accordance with the City's floodplain management regulations. d. Conditional Letter of Map Revision (CLOMR): A formal review and comment as to whether a proposed flood protection Project or other project complies with the minimum NFIP requirements for such projects with respect to delineation of special flood hazard areas. A CLOMR does not revise the effective Flood Insurance Rate Map or Flood Insurance Study: upon submission and approval of certified as -built documentation, a Letter of Map Revision may be issued by FEMA to revise the effective FIRM. (29) Light -duty truck. As defined in 40 C.F.R. 86,082-2, any motor vehicle rated at 8,500 pounds Gross Vehicular Weight Rating or less which has a vehicular curb weight of 6,000 pounds or less and which has a basic vehicle frontal area of 45 square feet or less, which is: a. Designed primarily for purposes of transportation of property or is a derivation of such a vehicle, o b. Designed Primarily for transportation of persons and has a capacity of more than twelve (12) persons: or c. Available with special features enabling off-street or off -highway operation and use. (30) Lowest floor. The lowest floor of the lowest enclosed area of a building or structure, including basement, but excluding any unfinished or flood -resistant enclosure, other than a basement, usable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structure in violation of the non -elevation requirements of the Florida Building Code or ASCE 24. [Also defined in FBC, B, Section 202.1 (31) Manufactured home, A structure, transportable in one or more sections, which is eight (8) feet or more in width and greater than four hundred (400) square feet, and which is built on a permanent, integral chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term "manufactured 17 home" does not include a "recreational vehicle" or "park trailer." Also defined in 15C- 1.0101, F.A. C.1 (32) Manufactured home park or subdivision. A parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale. (33) Market value The price at which a Property will change hands between a willing buyer and a willing seller, neither party -being under compulsion to buy or sell and both having reasonable knowledge of relevant facts. As used in this article, the term refers to the market value of buildings and structures excluding the land and other improvements on the parcel Market value may be established by a qualified independent appraiser, Actual Cash Value (replacement cost depreciated for age and quality of construction), or tax assessment value adjusted to approximate market value by a factor provided by the Property Appraiser. (34) New construction. For the purposes of administration of this article and the flood resistant construction requirements of the Florida Building Code, structures for which the "start of construction" commenced on or after November 1, 1978 and includes any subsequent improvements to such structures. (35) New manufactured home park or subdivision. A manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including at a minimum, the installation of utilities the construction of streets and either final site grading or the pouring of concrete pads) is completed on or after November 1, 1978. (36) Park trailer. A transportable unit which has a body width not exceeding fourteen (14) feet and which is built on a single chassis and is designed to provide seasonal or temporary living quarters when connected to utilities necessary for operation of installed fixtures and appliances [Defined in section 320.01 F.S.1 (37) Recreational vehicle. A vehicle including a park trailer, which is: [see in section 320.01, F.S.) a. Built on a single chassis; b. Four hundred (400) square feet or less when measured at the largest horizontal protection; c. Designed to be self-propelled or permanently towable by a light -duty truck; and d. Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use. (38) Special flood hazard area. An area in the floodplain subject to a 1 percent or greater chance of flooding in any given year. Special flood hazard areas are shown on FIRMs as Zone A AC) MAX AE A99 AH V1430, VE or V. [Also defined in FBC, B 18 Section 202.1 (39) Start of construction. The date of issuance of permits for new construction and substantial improvements, provided the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement is within one - hundred and eighty (180) days of the date of the issuance. The actual start of construction means either the first placement of permanent construction of a building (including a manufactured home) on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns. Permanent construction does not include land preparation (such as clearing, grading, or filling), the installation of streets or walkways, excavation for a basement, footings, Piers, or foundations, the erection of temporary forms or the installation of accessory buildings such as garages or sheds not occupied as dwelling units or not part of the main buildings. For a substantial improvement, the actual "start of construction" means the first alteration of any wall, ceiling, floor or other structural part of a building, whether or not that alteration affects the external dimensions of the building. [Also defined in FBC, B Section 202.1 (40) Substantial damage. Damage of any origin sustained by a building or structure whereby the cost of restoring the building or structure to its before -damaged condition would equal or exceed 50 percent of the market value of the building or structure before the damage occurred. [Also defined in FBC, B Section 202.1 (41) Substantial improvement. Any repair, reconstruction, rehabilitation, addition, or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the building or structure before the improvement or repair is started. If the structure has incurred "substantial damage," any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either: [Also defined in FBC, B, Section 202.1 a. Any project for improvement of a building required to correct existing health, sanitary, or safety code violations identified by the building official. and that are the minimum necessary to assure safe living conditions. b. Any alteration of a historic structure provided the alteration will not Preclude the structure's continued designation as a historic structure. [See Instructions and Notes (42) Variance. A grant of relief from the requirements of this article, or the flood resistant construction requirements of the Florida Building Code, which permits construction in a manner that would not otherwise be permitted by this article or the Florida Building Code. (43) Watercourse. A river, creek, stream, channel or other topographic feature in, on, through, or over which water flows at least periodically. & 7-10A. Buildings and Structures. A. Design and construction of buildings, structures and facilities exempt from the Florida Building Code. Pursuant to Section 7-4A.(C) of this article, buildings, structures, and facilities that are exempt from the Florida Building Code, including substantial improvement or repair of 19 substantial damage of such buildings, structures and facilfties, shall be designed and constructed in accordance with the flood load and flood resistant construction requirements of ASCE 24. Structures exempt from the Florida Building Code that are not walled and roofed buildings shall comply with the requirements of Section 7-16A. of this article. & 7-1 IA. Subdivisions. A. Minimum requirements. Subdivision proposals, including proposals for manufactured home parks and subdivisions, shall be reviewed to determine that: (1) Such proposals are consistent with the need to minimize flood damage and will be reasonably safe from flooding: (2) All public utilities and facilities such as sewer, -gas, electric, communications, and water systems are located and constructed to minimize or eliminate flood damage: and (3) Adequate drainage is provided to reduce exposure to flood hazards; in Zones AH and AO, adequate drainage paths shall be provided to guide floodwaters around and away from proposed structures. B. Subdivision plats. Where any portion of proposed subdivisions, including manufactured home parks and subdivisions, lies within a flood hazard area, the following shall be required: (1) Delineation of flood hazard areas,-- floodway boundaries and flood zones, and design flood elevations, as appropriate, shall be shown on Preliminary Plats; (2) Where the subdivision has more than fifty (50) lots or is larger than five (5) acres and base flood elevations are not included on the FIRM, the base flood elevations determined in accordance with Section 7-5A.B(1) of this article: and (3) Compliance with the site improvement and utilities requirements of Section 7-12A. of this article. 4 7-12A. Site Improvements, Utilities, and Limitations. A. Minimum requirements. All Proposed new development shall be reviewed to determine that: (1) Such proposals are consistent with the need to minimize flood damage and will be reasonably safe from flooding; (2) All public utilities and facilities such as sewer, gas, electric, communications, and water systems are located and constructed to minimize or eliminate flood damage: and (3) Adequate drainage is provided to reduce exposure to flood hazards: in Zones AH and AO, adequate drainage paths shall be provided to guide floodwaters around and away from proposed structures. B. Sanitary sewage facilities. All new and replacement sanitary sewage facilities, private sewage treatment plants Oncluding all Pumping stations and collector systems), and on -site waste disposal systems shall be designed in accordance with the standards for onsite sewage treatment and disposal systems in Chapter 64E-6, F.A.C. and ASCE 24 Chapter 7 to minimize or eliminate infiltration of floodwaters into the facilities and discharge from the facilities into flood waters, and impairment of the facilities and systems. 20 C. Water supply facilities All new and replacement water supply facilities shall be designed in accordance with the water well construction standards in Chapter 62-532.500 F.A.C. and ASCE 24 Chapter 7 to minimize or eliminate infiltration of floodwaters into the systems. D. Limitations on sites in regulatory floodways. No development including but not limited to site improvements and land disturbing activity involving fill or regrading, shall be authorized in the regulatory floodway unless the floodway encroachment analysis required in Section 7-5A.(C)(1) of this article demonstrates that the proposed development or land disturbing activity will not result in any increase in the base flood elevation. E. Limitations on placement of fill Subject to the limitations of this article fill shall be designed to be stable under conditions of flooding including rapid rise and rapid drawdown of floodwaters, prolonged inundation and protection against flood -related erosion and scour. In addition to these requirements if intended to support buildings and structures (Zone A only). fill shall comply with the requirements of the Florida Building Code. A General All manufactured homes installed in flood hazard areas shall be installed by an installer that is licensed pursuant to section 320.8249 F.S. and shall comply with the requirements of Chapter 15C-1 F.A.C. and the requirements of this article. B. Foundations All new manufactured homes and replacement manufactured homes installed in flood hazard areas shall be installed on permanent reinforced foundations that are designed in accordance with the foundation requirements of the Florida Buildinq Code Residential Section R322 2 and this article. Foundations for manufactured homes subject to Section 7-13A.F of this article are permitted to be reinforced piers or other foundation elements of at least equivalent strength. C. Anchoring All new manufactured homes and replacement manufactured homes shall be installed using methods and practices which minimize flood damage and shall be securely anchored to an adequately anchored foundation system to resist flotation collapse or lateral movement Methods of anchoring include but are not limited to use of over -the -top or frame ties to ground anchors This anchoring requirement is in addition to applicable state and local anchoring requirements for wind resistance. D. Elevation Manufactured homes that are placed replaced or substantially improved shall comply with Section 7-13A E or 7-13A.F of this article. as applicable. E. General elevation requirement Unless subject to the requirements of Section 7-13A.(F) of this article all manufactured homes that are placed replaced or substantially improved on sites located (a) outside of a manufactured home park or subdivision (b) in a new manufactured home park or subdivision (c) in an expansion to an existing manufactured home park or subdivision: or (d) in an existing manufactured home park or subdivision upon which a manufactured home has incurred "substantial damage" as the result of a flood shall be elevated such that the bottom of the frame is at or above the elevation required as applicable to the flood hazard area in the Florida Building Code Residential Section R322.2 (Zone A). F. Elevation requirement for certain existing manufactured home parks and subdivisions. Manufactured homes that are not subject to Section 7-13A.(E) of this article. including manufactured homes that are placed replaced or substantially improved on sites located in an 21 existing manufactured home park or subdivision, unless on a site where substantial damage as result of flooding has occurred, shall be elevated such that either the: (1) Bottom of the frame of the manufactured home is at or above the elevation required in the Florida Building Code, Residential Section R322.2 (Zone A): or (2) Bottom of the frame is supported by reinforced piers or other foundation elements of at least equivalent strength that are not less than 36 inches in height above grade. G. Enclosures. Enclosed areas below elevated manufactured homes shall comply with the requirements of the Florida Building Code, Residential Section R322.2 for such enclosed areas. H. Utility equipment. Utility equipment that serves manufactured homes, including electric heating, ventilation, plumbing, and air conditioning equipment and other service facilities, shall comply with the requirements of the Florida Building Code, Residential Section R322. 4 7-14A. Recreational Vehicles and Park Trailers. A. Temporary placement. Recreational vehicles and park trailers placed temporarily in flood hazard areas shall: (1) Be on the site for fewer than one -hundred and eighty 0 80) consecutive daw o (2) Be fully licensed and ready for highway use, which means the recreational vehicle or park model is on wheels or Jacking system, is attached to the site only by quick - disconnect type utilities and security devices, and has no permanent attachments such as additions, rooms, stairs, decks and porches. B. Permanent placement. Recreational vehicles and park trailers that do not meet the limitations in Section 7-14A.A of this article for temporary placement shall meet the requirements of Section 7-13A, of this article for manufactured homes. 7-15A. Tanks. A. Underground tanks. Underground tanks in flood hazard areas shall be anchored to prevent flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads during conditions of the design flood, including the effects of buoyancy assuming the tank is empty. lateral movement resulting from hydrodynamic and hydrostatic loads during conditions of the design flood, including the effects of buoyancy assuming the tank is empty and the effects of flood -borne debris, C. Above -around tanks. elevated. Above -ground tanks in flood hazard areas shall be attached to and elevated to or above the design flood elevation on a supporting structure that is designed to prevent flotation, collapse or lateral movement during conditions of the design flood. Tank- suDDortina structures shall meet the foundation requirements of the applicable flood hazard area. D. Tank inlets and vents. Tank inlets, fill openings, outlets and vents shall be: (1) At or above the design flood elevation or fitted with covers designed to prevent the inflow 22 of floodwater or outflow of the contents of the tanks during conditions of the design flood: and (2) Anchored to prevent lateral movement resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy, during conditions of the design flood. 4 7-16A. Other Development. A. General requirements for other development. All development, including man-made changes to improved or unimproved real estate for which specific provisions are not specified in this article or the Florida Building Code, shall: (1) Be located and constructed to minimize flood damage: (2) Meet the limitations of Section 7-12A.D of this article if located in a regulated floodways (3) Be anchored to prevent flotation, collapse or lateral movement resulting from hydrostatic loads, including the effects of buoyancy, during conditions of the design flood: (4) Be constructed of flood damage -resistant materials: and (5) Have mechanical, plumbing design flood , and electrical systems above the desig elevation or meet the requirements of ASCE 24, except that minimum electric service required to address life safety and electric code requirements is permitted below the design flood elevation provided it conforms to the provisions of the electrical part of building code for wet locations. B. Fences in regulated floodways. Fences in regulated floodways that have the Potential to block the passage of floodwaters, such as stockade fences and wire mesh fences, shall meet the limitations of Section 7-12A.D of this article. C. Retaining walls, sidewalks and driveways in regulated floodways. Retaining walls and sidewalks and driveways that involve the placement of fill in regulated floodways shall meet the limitations of Section 7-12A.D of this article. D. Roads and watercourse crossings in regulated floodways. Roads and watercourse crossings, including roads, bridges, culverts, low-water crossings and similar means for vehicles or pedestrians to travel from one side of a watercourse to the other side, that encroach into regulated floodways shall meet the limitations of Section 7-12A.D of this article. Alteration of a watercourse that is part of a road or watercourse crossing shall meet the requirements of Section 7-5A.C(3) of this article. PART A ENVIRONMENTAL PROTECTION §71A. STATUTORY AUTHORIZATION, FINDINGS QP FACT, PURPOSE AND OBjF=r-T-'VF=R A. StatuteFy Autherintion. The legislatwFe qf the State of FleFida has in Florida Statutes delegated the Fesponsibility te leGal gevemmental wRits to adopt FegulabaRs designed to pr-oFnote the pub4G health, safety, and geReFal WelfaFe Of itS Gitizenry. TheFefbre, the City COFAMOSSOOR Of QGeee, Florida, doeS eFdain as fallows� & Findings of F=aGt. (1) The flood hazaFd aFeas of the City of Owee aFe subjeGt tG peFiodiG inundatiOR whiGh Fesults iR less of life and propeFty, health and safety hazaFds, disruptieR Of GOrnFneFGe and governMeRtal seFViGes, e)(tFaerdinapy publiG expendituFes for flood pmteGfion and Felief, and impaiFMeRt of the tax base, all Gf whiGh adversely affeGt the publiG health, safety and geReFal welfar,--. (2) These flood iosses aFe Gaused by the GUR:K lative e#eGt of c)bStFUGtiGAS in fleedpi 23 Section 4. Applicability. For the purposes of jurisdictional applicability, this ordinance shall apply in the City of Ocoee. This ordinance shall apply to all applications for development, including building permit applications and subdivision proposals, submitted on or after the effective date of this ordinance. Section 5. Codification. It is the intent of the City Commission that the provisions of this ordinance shall become and be made a part of the City of Ocoee Code of Ordinances, and that the sections of this ordinance may be renumbered or relettered and the word "ordinance" may be changed to "section," "article," "regulation," or such other appropriate word or phrase in order to accomplish such intentions. Section 6. Severability. If any section, subsection, sentence, clause or phrase of this ordinance is, for any reason, declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity of the ordinance as a whole, or any part thereof, other than the part so declared. Section 7. Effective Date. This ordinance shall take effect on PASSED AND ADOPTED this ATTEST: Melanie Sibbitt, City Clerk (SEAL) day of , 2018. APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor ADVERTISED , 2018 READ FIRST TIME , 2018 31 READ SECOND TIME AND ADOPTED 2018 UNDER AGENDA ITEM NO. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2018. SHUFFIELD, LOWMAN & WILSON, P.A. City Attorney 32 ITEM NUMBER IV. B. PUBLIC HEARING TOP GUN CHEER 1. LARGE SCALE PRELIMINARY/FINAL SITE PLAN M"or Rusty Johnson City Manager Robert Frank V WE IN 0 C 0 (? florldo STAFF REPORT Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 DATE: October 9, 2018 TO: Planning & Zoning Commissiop (Local Planning Agency) FROM: Michael Rumer, City Planner SUBJECT: Top Gun Cheer— 651 S. Bluford Avenue Preliminary/Final Site Plan Project No(s): LS-2018-012 ISSUE: Should the Planning & Zoning Commission recommend approval of the Large Scale Preliminary/Final Site Plan for Top Gun Cheer? BACKGROUND: The subject property is located the west side of S. Bluford Ave. and on the south side of W Columbus Street. The overall parcel is 4.51 acres in size. The Parcel Identification Number is 17-22-28-6144-04-210. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North City of Ocoee/Low Density Residential City of Ocoee/ "R-1 AK East City of Ocoee/General Industrial City of Ocoee/ 1-1 South City of Ocoee/General Industrial City of Ocoee / 1-1 West City of Ocoee /General Industrial City of Ocoee/ "I-1 DISCUSSION: The subject property was historically used as a truck yard for Florida Rock Industries. The parcel is currently zoned "I-1" which allows for C-3 Commercial uses. The proposed use is for a commercial recreational facility known as Top Gun Cheer. Top Gun Orlando will build a state of the art 36,000 sq. ft. training center that will serve as a destination for hundreds of families that want to have an amazing cheerleading experience or just want to participate in one of our other fun activities. The new facility will be one of the best of its kind in the country. The new facility will allow Top Gun to provide a full range of cheerleading training options for its athletes as well as athletes from local schools. In addition, Top Gun will also offer a variety of other activities for children age 3-13 including after school training, kid-ninja program, mini -gymnastics, P&Z Meeting Date: October 9, 2018 Project: Top Gun Cheer Project Number(s): LS-2018-012 mommy and me program, summer programs, and several other programs and activities. Top Gun Orlando attracts visitors from around the world as well as attracting many families from all over central Florida. Access to the site will be from both Cumberland Avenue and Bluford Avenue. On site retention is provided. The Building DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: The Development Review Committee (DRC) Preliminary/Final Site Plan. After deliberations, approval of the Prelim inary/Final Site Plan. STAFF RECOMMENDATION: met on October 3, 2018, and reviewed the the DRC voted unanimously to recommend Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the Large Scale Prelim inary/Final Site Plan for Top Gun Gym property located at 651 S. Bluford Avenue, Attachments: Location Map Zoning Map Land Use Map Aerial Map Large Scale Preliminary/Final Site Plan Elevation Top Gun Cheer Location Map .N N Y, Orla Oo Col 0-1 J � c� e e a e ich 14k\ A %./W� Ocoee florido Ocoee Community Developme Department 1 inch = 333.333333 feet 110 55 0 110 220 330 Feet Created: July 2018 aSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) _ Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Top Gun Cheer Preliminary/Final Site Plan Surrounding Zoning Map Top Gun Cheer Current Future Land Use Map t Ocoee florldo Ocoee Community Development Department 1 inch = 384.300595 feet 12060 0 120 240 360 Feet Created: July 2018 QSubject Property Unincorporated Territory ® and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies '� ' �e ��'v, � mA a ..: � r 4a � ,� ��� � z � _ `� . �,� �- f *� �. m ,. .� ,�,, A .. �F. M ` e. '� � ,. V • � •1� F�, � <; _� � .. � a' • 1 '""s=° �s d," ,.� ,� � �� �...� III' �. • 1 F �°`. �� �. �, �� ,� . � � - ,, � � � M , ;r �_ ,� ._. s ,„ .� � � � �.. . �W� �. � �� � w� ����, `e ��„ =. 1� �� l� � 1 t N �3 , �� n� �: T ,tlP 'k �y^... ..�. :� � do ..� t FINAL SITE PLAN REVIEW TOP CCC LC STAR ° TRAENENG CCENTIER CONSULTANTS OWNER FLORIDA ROCK$ TANK LIKES, INC. 200 WEST FORSYTH STREET, 7TH FLOOR JACKSONVILLE, FL 32202 PHONE(%4) 396-5733 APPLICANT: ROGER MACCLELLAN TOP GUN CHEER %89 W. COLONIAL DR, OCOEE, FL 34761 PHONE(407)9513749 EMAIL ROGERMACFL@GMAIL.COM CIVIL ENGINEER CARLOS A. BARRIOS, P.E 605 DELANEY AVENUE, SUITE ORLANDO, FLORMA 32NI PHONE (07)281 EMAIL CBAMOS@STEPMNSBAMOS.COM SURVEYOR LEADING EDGE LAND SERVICES INC SW EXCHANGE DR ORLANDO, FL 328N PHONE (407)351LT30 MOFIUS@LEADINGEDGELS.COM LANDSCAPE CADD SCAPES, INC ARCHITECT: C/O JASON BRIDGEWATER, RLA, ASLA 2741 S. EESTEE DRIVE, DELTONA, FL 32739 PHONE (407) 31.5567 EMAIL JASONBRINGEWATER@GMAIL.COM GEOTECHMCAL BLUE MARLIN ENGINEERING 102 DRENNEN RD ENGINEER- ORLANDO, FL 32806 PHONE (4 21]-0464 EMAIL INFO@BLUEMARLINENGINEERING.COM UTILITY CONTACTS WATER: 1 CITY OF OCOEE UTILITIES MILEN WOMACK PHONE(4" %5-31M x1506 EMAIL MWOMACK@OCOEE.ORG SEWER: CITYOF OCOEE UTILITIES MILEN WOMACK PHONE (407) %5-3100 x1506 EMAIL MWOMACK@OCOEE.ORG ELECTRIC DUKE ENERGY STEPHAME OLMO PHONE (07) % -3376 STEPHAME.OLMO@DUKE-ENERGY.COM GAS UTILITY: LAKE APOPKA NATURAL GAS ANTONIOGIBSON PHONE(407) 656-2734 EMAIL AGIBSON@LANGD.ORG TELEPHONE CENTURYLINK WINTER TY LESLIE PHONE(407) 814-5293 EMAIL I. ICHEL.T.LESLM@CENTURYLWK.COM STORM: ST. JOHNS RIVER WATER MANAGEAIENT DISTRICT KEN LEWIS (863) 3294500 I- 40 HWRS BB'ORE 1tlU aC 11's the Lawl 1-M-432E47M� A. LARGE SCALE SITE PLAN 651 S. BLUFORD AVE. OCOEE, FL 34761 PARCEL No. 17-22-28-6144-04-210 AERIAL MAP NTS w Colurnhus St Codi 1 Inaystments 4 i_r. LLC M dRs_ 4 H Flb da LL_ Lrne, Fl 'd R H &T kL Brit- _ _ F nd. R k nd IF — IF e Tank Unae lnc. afi.Prnperrfies Dl I ' --F lodda LLC - - 21 ,. Ciq Of n 17 fler�iulRs � Occee G�. � - LLC ' (a Ci Of j iS Rimp"s Cg Of n 10.... 1Bj LLC Ocoee N. w GenevR 51 aaar 'oo r6• ql LOCATION MAP NTS �G NrEERrnrG, [Le. PLAN SHEET INDEX NO. TITLE CS COVERSHEET CO.0 GENERAL NOTES CO.1 EXISTING CONDITIONS / DEMOLITION PLAN C 1.0 SITE GEOMETRY PLAN C2.0 SITE UTILITY PLAN C2.1 LIFT STATION DETAILS - upo C3.0 GRADING, PAVING AND DRAINGE PLAN C3.1 SWPPP / EROSION CONTROL PLAN C3.2 PLAN AND PROFILES c C3.3 PLAN AND PROFILES C3.4 PLAN AND PROFILES o C4.0 SITE DETAILS SHEET C4.1 SITE DETAILS SHEET p�o......�'H C5.0 UTILITY DETAILS SHEET O W- 05.1 UTILITY DETAILS SHEET Q -'<w maazc C6.0 DRAINAGE DETAILS SHEET C6.1 DRAINAGE DETAILS SHEET ' SL1.0 SITE LIGHTING PLAN LS1.0 LANDSCAPE PLAN LS1.1 LANDSCAPE PLAN LS1.2 LANDSCAPE DETAILS LS2.0 IRRIGATION PLAN LS2.1 IRRIGATION DETAILS ; BOUNDARYSURVEY M LEGAL DESCRIPTION C w OF LV n E wvrw.o aCD Bourn aE co = naEEr eE ee MaaE U (O.reic Rw �ti O ,woa(ij co cZ Ewoor ap"(sso -F �� co ,. r„wcE wr„ sco sour EurP ar wnv coxr"xxc .sea nta¢ or uuo more THE c inin` �y (PER TITLE COMMITMENT #6768751) CTLU. E. µ2? o COVER „safer"a A:`Po 0 0 T a"''- Oe rEo e`oao ono. �s oa�os o� aEoao eooro SHEET I , IHI CONFRAOTOR S RES—ABLE FOR AFNB ...... ..... R) _ LF 8, "� oT,R,0oIREH,SHANT TO T11 RIO-1—F 11.1T. �Z WILEa (ewE L AS 11 STNG SOL—L' E-- BY — —WIFFR OF RF — — — OTY OF — —T ALL — B11. WIT 2, A ­LFIlD T— LABORATORY SHALL PIRFOR4 ALL T— "C"S"y TO ASSURE "C' OF THE S R R OF R—N, Rlft— Ll T%THRE,�"%l OF ANY TE— TO .11T Tll R-I—TS 11 —TA— — SIM AL O'LS , SA T 1111'111TIIH lITE Rl —. ,IHF,ff I F IL .HlT— 11— WALL .1 IFE-- al A —TH-All—F, —1— I I'll 11,Tlllllll 11111 IHILL 11 11111-11 11 11 11 11 OEITIIH IIAL 'IFIET 15 1 FE%�, �NT�,,I� E"TH -'L "R"THE —THNO PIAR I RI F FLE TE,�,F�E�17,IL�LLIFH T, OF — A, Ly A, TE-,-TF 1-,T� �TFFE ILL l�IETIEIILII'.ETL.EITI.NE�E'�l'F�'I=D� E Tlll� E i F Fl L111, FILE F —FE, 11 -,E,,I-E' )F � , — I F"I"TIL %1ITHH-L 11. IIALL BE RE11— �l 11 I.N.Al—, Ll" 11-1 1 H '� ' I" E' I' El IL - LL, IILL — �E —111111LE 11 ICIE—Rl 1— HE HE-ESS— ---- -EITLI ALL FLE IF TE ILL L11, 1, E TE HLI IF FI,l THE 'T, __H, ;ILLL ILTIFI TIE ILHLIEI 11E�,IFNSTEI I _ BE FAO FELT ,,T T —Y SHAI I BE 1, lHH-1 F.1 ILF —H CELTILIA1111 F-H�LTS KID TO .1 S-11D T. 11 _CT,,— — SlA. N A—AKI .1 �l T ,� , OF FILE ETXEzV:1"1T�ADllT ARMIz,C C . 0 0. C=.— 1. STAFF P-1 COORD.ATFS A� LEGEND AND ABBREVIATIONS PROPOSED (SYNMOLSI PROPOSED(SYMBOLS MOROSED CONT111 —1— � ELBOW H. .EEL EASIK R—E uEG AR. 11 — tL — ELE—N STE FOHING 'REOFOR OF FLOW All IERIIT SLORE TRA.S—WER ETI ST.FET . SE.. A R '0" "N 'I 'A] NPARIF �. —E — — 11AINI ElIH NUMBER S. TARI SE.ER A -- — — — — — — — - IFEET 111— .ANHOLE F.ROE AIIN 20R-G OI—T RANI 11— Eli] WATER S—OE FIRE F— A— ETER RRE—T- _,E it U GENERAL NOTES Co. �� alp FNALI EEc P 15 SCALE 1­30Y F z „ z W� DEMOLITION NOTES NTRACo IS TO w Arvo LOF JNEEIGMORDINATE INI Tore UTILTIEE R TO Co USTRUCTION x II O ' "' R T T O COMPLETELY S THATTAROMOO ENAOND DISPOSE LTY T LOGTION OF H S RV NG S GO 0 I LL COMPACTON ANO ORTSIL. SHOULD BE 0 TONSNTHE AREAS OF THE ( (j tj �1 II aN. OF D A MPACTOR W TH A M N U. STATIC DRUM WE GHT OF 0 TONS - P ,,, II E THAT WILL SUPPORT PROPOSED CONSTRUCTION SHOULD BE PROOFROLLED WITH I I F+ " - NBC ME BRUSH; (EXCEPT AS VERAL OVERLAPPING COVERAGES OF A HEAVY COMPACTOR RECOMMEND A MINIMUM U N U o N ��� ' j� _ A PA LAPPNG PASSESIN EACH OFTWOPESEEN'CU R ORECTIONS. VIBRATORY HE IS NOT RECOMMENDED NEAR EXISTIND STRUCTURES. �» J � ^ m �� y,I .TUBES 5 SHOWN OR REASONABLY IMPLIED PAVEMENT; T L , - /�S "I t; EXISTING MENT {, g8 ,.•„ q J ^(�/ r E STUMPS NO reOATs Ex N J t w n o /yI S L Sy„ VJ FEW To D _ o / P REMOVAL HALLTHEETWO H(2) FALL EET ETP BELOW PRESERVED, o La " NO TO AL SOIHS WAY REAS / �o a� , �• ✓ ^. / r S CONTRACTOR AS RgARESPONS BLGEN FOR PROPER a ATE RµgNILDING E WHICH + W' PADS TO BE BE / TO BEfl F OR RE A PART 000NNECTEDEFAC LBT ES (MOAT ARE / WEp "I RUCIUR NG TR I Coll, n ➢" F OMFF -SITE), R STAR NT BAMAGE THAT MCHT RESULT - - //�� TNG BO D 'IIII FRO 0 CONGLEN EOUAL TO i J N' n EDRYI) POLE III O¢ 9 SS S C GALLY EXEMPTED BY THE / EXISTINGTRE BE REMO - - - R 0 SHALL BE NCDEMAL vED F' — '� TO BEflEMoveD llli LLowED oMPENSAT ON wLL BE L o ° s _ qo orE Gn T B lAT p0 flE IN m a EXED MAM TREESF SHOWNOON THE PlA H E .EE LTE EfE ED FROM AND '��'� OUH-ON5xo MOVED AVALABLE N A THE ylj , CONTreacTOre FOREAawrvEre / o A.D`E UTRTV IDLE / _ X REsaoxsB LTr FOR Accu AND ELECIfl ULPANEIS ) SM.O.I.DEMOLT ON THE CONTRACT N „] �y.y� THE EXISTENCE AND LOCATIO OF LL 'TUT ES TILITIES RANDF O Q'•Q� s EXISH-CflOOMKDETE TO BE REMTREESOVED III PP TREES SHOWN OR NOT O HE PLANS WH CH WOULD NEED TO B fy ✓ TO BE 1 III 0 0 REMOVED OR PRESE R VE D N NETUC ON �Np IA i yEfy` R G THE CONTRACTOR 11 TO COORDNATE THE RELDUATION OR��db'j' •"pck�AA� REMOVAL OF ALL OVERHEAD/UNDERGROUNp N THEL„S` / <a POLES LIGHTS. PND LNES N THE RGHT 0 PROPERTY WITH THE APPROPRIATE SERVICE PRC/DER. sUTILITY POLETO i " TT BE REMOVED W \ O c.G�NER LA MARKET,'I:T. E T CTION 0 \ m UNDER DIRECTION OF AFLORIDAREGISTERED HAND mrn � surevErore) O LE ALL ODSTOEO MEAN INCLUDING RGHWMUST BE ooePRTA FINAL AwEPTANCE,EXISTING 0.1HINKwo J BE RE. I a I' EXISTNICHOULAR �\ " EX CHAIN LINK �VED TO BE REMOVED LT !! ESISTNGASPHALTTO BE REMOVED F%K"O., HA NLN fM " FOICETO BEflExgvEn E%ISnNG CONCRETE TO BE REMOVED W M F a 1N.� E •�-/' GLOVED PANELS ^j �L REMOVED IXI E%ISTNG TREE TO BE REMOVED ^ �XTX W " EXIT INCIES EXEDINGUTILI ELECTRICAL PANELS TOBEREMOVED ) v{ O ISTIf7G CONOiFTE -m m T ' TREES • ' n o Mwm . 4 m „ SOOa38-49 5. �.WELDEDTUBESTEEL PARKING .T•'• x<E o ITITLE DITDazREMovgD ...._. ' EE TO BE flEMwE — c� e i , am' ING S. BLUF UE o VARIABLE WIDTH RIGHT OF WAY cEMERA�°NHEET Coo FOR CONDITIONS/ 1 _ PER P.B. A, PG. 100 �"?� �o� DEMOLITION T AND O R 4401, PG. 316E sTF SEC C NOTES AND El RI vN. rvk. v rv: ,��+. wM MENTS, PLAN T5 m J6F L WM ` MM M ^IM r t "� PVn rvM • i :' c+. v �. z MAN m DA11 1H HWRS eaoT o201ft a8m \ BFfORE YW ED DR.AwNe .rrv,: \ It': t 43L wl �/� . 1 -� 1 eaorecrNc j -49$^ ssxsx xe n,>E ae cu\a-Rwlw xe� ]5-016 n z J (D 0 A r- �cza 'S II �- 77'I O z PARCEL IDT' 1722 28 6144 04 042� OWNER CTY OF OGOEE 0 II II xW+IIED o NII USE VACANT R WARECTED MANUFACTURNG TONS 1) DDU MRRSTER - m NAK' W � RE / A �! � VFMFNT To FENUHN TYPED CURB MP)) a y ¢¢T NGTxE¢ro REMAIN ITYN o FIL zsoa SITE INFORMATION ALL PROP N STE PREA' 19871444 IF (4,11 Al, eY niE ODTYOEo DERo o Ex sr Nc zON rvc c 1 NEcxxoRHOOD COMMERCIAL DISTRICT ALL TRAFFIC CONTROL AREA SUMMARY' RAANUAL ON ON FORM TRONFRMAFFC E- IT SITETALNG SOREA NG 98,714 IF 359 SF 56 AC 1000% CONTROL DEICES^ eY THE PROPOSED BUILDING }6.1119 SF S. NT TO REMAIN 5011 IF 012 AC TRANSPORTATION, OF PROPOSED APAVEMENT 5949} IF 1.3V Al 10-1 ADMINISTRATION . TOTAL MPERVOUS.1 1G4869 SF 2.41 AC 53.0% TOTAL PERVOUS AREA 93825 IF 215 AC 4Z0% F FRONT �S(EAST) CeCK R SAS 1 120,50 p�p SN�gj REAR (WEST) 20 FT 2396 F SIDE (NORTH) 25 F 152,44 F -IRAxtmbx6^cull SIDE (SOUTH) 20 F 205,50 F TO FLU sx LANossc�� PE BUFFERSBUFFERS ROE REREO PO�e RE.FRON(EAST) so F R,HR F 6w WAL MN4R FS n I VAM¢GUIIEA SDE (NORTH) 25 F 1525 F `F m1DDYP� W DE (SOUTH) 20 F 25,81 F m,HE 53,75 BLDG THE q _ .�RIC 6 DOUBLESOL DYELLOW MAX MUM BU LO NG HE GHT 35 F PROPOSED X% F PARKNC RFOU RFO Y ' y _ STOP SIG D R) � STOP SIGN ITIP) PER CITY OF OCOEE LOC fi 4 OFF STREET PARKING STANDARDS G(e) PRO DED NSTbNfi 1 11 O 696 B 136KREGULAftVS m a'SY a PAVEME MAE. w To CURE 6 HANDICAP SPACES S = TPA RUSH 36,711 SF BUILDING ; _ F.F.E. = 122.50 I HANDICAP STRIPING MP) ` x HA.U.1 SON DIPI NG T �, m 1 O ;:,.. 20550 BLOG. WHEEL naPITYPI TIE D g e K 6' zoe.eamG. nE 152.44' BLDG. TIE I p ^c $� y I ttPE'o< jry 1 Q PROPOSED BIKE BACNQ _— _—_11 Rfo' _ T _► \�Nen E a5' �o LIGHT POLED 4 WHITE ttP) E'D' aB naN k ttv LO y i1 1Qo to m 1 �FILL ° o u _ I MD xa RE p1E —' SOLDYELLO 6 E I y NG MP) S. y as 24' STOP BAR (TYN Oj GNITYP);` - to Oi f0 ful nil IROPOSEOSNAMAL% R F25 NNFFH E 9T LF 5 Ex HIGH wnu 9T LF 25%xE — U VT .2 RIB xGORe 64 S. BLUFORD AVENUE BE FE HIGH WALL PROPOSFDSIDFWALN IRAxt0px6^Cuae TO FLUSH VARIABLE -WIDTH RIGHT OF WAY PER P.B. A, PG. 100 Lr THE FILL .,F ...,.,EE AND O.R. 4401, PG. 3168 HE 11, "F-I `A TRIP GENERATION CALCULATION SUMMARY TE OBE LAND USE SIZE RATE RIPS 435 MULTIPU TIONAL ST TI NSF .i.58 135 C DUMPSTER ENCLOSURES ARE TO BE 6'IN HEIGHT AND CONSIST OF �+ MASONRY CONSTRUCTION P n U, ` + LIGHT DUTY ASPHALT PAVEMEN w 11A asweuP A m� (si/P o.o.AS iY AUIE n� oRq (es/RB "E o n Cp MwxT o y o � � cxax0 Orel T 6ET Ix.RE O I y RACK rnE S (4 NPACESI 5[fKIH vnmTMAxMOR E LE H eAHST ( °'Wi CLASS A E I'I slGxlo RPoru xND xcxoR NauxT ESD m M 5 SPACES, L. Tx -I I I. ER-) BIKE RACK RITS I� m GHGHW�LL G Ctl goo F NOTE: ALL SITE FURNISHINGS ARE TO BE PAINTED BLACK INCLUDING BOLLARDS REFER TO aHEF COOC I FOR CATON ITO S, SITE ANDLEGERAL NDS. INSAGGT STE SPEGFC NOTES AND GEOMETRY FOHEFEI TOESIE S Ga0 G4.1 RF DETAILS. F PLAN CALL 48 HWRS BEFOREE G�raAvn DIG It's thLaw It'sllxs 1-BOo-seTa3 xs70mUa No.: .02-4C1 Ax N6DsxFer O 18 BRICK DR PRECIST EE COUCRETE RI - �COV - • D rPAVING/500 (SEE _ /// f W CONTROL METAL ('MIEN ((m A FOOD BY CODE) (TmICAL)4- NLET .LLAR AR THICK H1 BEEF 1111OLE STEPS (TYP) s �O rvT 6c vccry rnc�n� SECT 0u5 SOLD EARTH BE NG - - WALLS AND TOP SHALL BE FABRICATED OR"BACKFILGA/ylI TO STOI LOAD NO COMPLY STANDARD. 2O" HEAVY TRAFFIC x9E 45 RERD y _ 1 COMP II II II It i0 6xs io o _E RESH�E"FORCED vnrH CLEANOUT co N74 _ `' L GREASE TRAP DETAIL NTS �— ��" �ry 5 f r i RLY 0 36,7115F BUILDING C F.F.E. = 122.50 SAN CLEANDER R Are kR CECONNECTION pa y NMO 11BEO6Ei Dn EMB �u DPf m� 11 HE R, FIR / ISBE Pw V°PE � O A NV Our ,1A4, Is N� s DIP FIRE LNE Nv jD rw na - " , SI ECTION O SA11 MB _ F SAN CL U y AIN' 11111 z� file — \ Jtu \ J —Our LEE - a _ NP / R, — 7 SER ED FM e 6NI 110'=16 �1 : 1,6a'a,s`NxU" o15YLE�E `� - ®m RORE'° %6^�A Ll M OL�M� E NDSM, " DIKE 1�FINCLFF WATER BE �_ T" my -OUT „z,316 NW) ECOnxVI On. BnC apw° 54(6 5) 11 "C 6 DIPFIRE��ND LINE 2'Ow PREDBINTER AND 6 6A.e�ve « OR EXISTING FIRE HYDRA g� B ® S00`i8 .411 12C IE o 6 6 3 MIER MAIN WITH 2' FX CONNECT TO NECTg SADDLE N NG12' 'I. 5. BLUFORD AVEN ALVE No.R2' ? ANo.R2' aT N n = VARIABLE —WIDTH RIGHT OF WAY eEOxoi"oA^®c:;iarffr Save S Q rmgcnaa Owr 3 1 V PER P.B. A, PG. 100 - ANDER R. 4401, PG. 3168 As „ M IL„A S I A REQUIRED FIRE FLOW NFPA TABLE 18.4.5.1.2 FIRE FLOW AREA 1B.111 IF OF (NFPEA TABOE 4�1)TI0N TYPE II (111) REQUIRED FLOW z6O0 GP DURATION 2 HOURS EEPJNG, [[C. 0 15' 30 60' SCALE � FDEP NOTES 4 BETWEEN POTABLE WATER 11I11 62 604 400(2)(G) - (1). ( .. NEW OR RELOCATED, Y ENESTNGOR THE E IF WASTEWATER REGULATED C A E P I.'T E ET EE TE IT TYPE SANITARY RELF-TNc OR DSO 12 INCHES, ABOVE OR AT LEAST 12 NIFFER BELOW THE OUTSIDE OF LYLE OLIFTE1 PIPELINE AELE TO LAY THE WATER MAIN ABOV LYLE'TH HOWEANY EX BEINGNEW E OR EEER°SO PRESS UNDERGROUND E-TYPE SAN TAWATER z .AL UTILITY NOTES 1 ILL I'll ITELI IE ITH A IT A LE IT :`EE _ I .;F TO TL.� Q ; ova:` ma'az SEPARATION B lW Uj Ol> y�'�S: E I -T1 Ell L' r ,F GLLc 0 OEE E11, LL TIE ELE T L TELE FLI TE LE E ENT SHALL ` T T HALL —IT f I f F ',[I I f I F II TILITIE'. EW ERUST CATION All&PONT ES (� oR SHALL c R E 1 E IZE WITH TELE H "ETEE, I E E ,;.,1 T T:... A"11DN. FFFWF�rIIF 11 W M O a w 0 I`IaB RE'LFFE ED BY ELE T I` TILIT, , n ,H E,. (FL U '" 1 D NNIN GG v E :s SAN SEWE Op PIPE CONFLICT CALL 40 HWRS REFER TO SHEET 11.1 FORGENERAL NOTES' "EMCNATTCl"' BEFORE YOU DIG ..yy�� AND LEGENDS, IN ABU s1TE-sPEOHc NOTES AND It's tha Law! 1�V REQUIREMENTS. REFER TO SHEETS5.p-05.1 1-800-432-4770 , DETAILS. ixE s.n.E axE I—ff awno ixc . SITE UTILITY PLAN Ta.swN ev rtn5 9NERr"O.: C/` LFOR R o3w: 18-016mcr NOTE: COMPLETE SYSTEM TO BE SUPPLIED BY: "LEY& COMPANY, INC. SANFORD, FL 32773 (407)265-9963 NO SUBSTITUTIONS - NO ALTERNATES LIFT STATION WILL BE PRIVATELY OWNED AND MAINTAINED. The H2O Load Rated Fiberglass Wetwall Musf Be Manufactured By L.F. Manufacturing, GbtlinAs, Texas, Which Imludes A Wons, 20 Yr. Warranty. Certification o/the wefwell H-201oad refine must be suoolied Mthsubmittals. H-20 certification must be signed and sealed by an engineer registered in the Stale .'-- A., the H,20 load rated wetwel1 has been installed,, the ASTM Certification Number and Sedal Trecklne Number must be statute. PUMPS: (3YR. WARRANTY) Submersible grioderpumps shall be RILEY Model RC20056. The pumps shall be installed in Has H-20 GP FRP wefwell uhlizing a dual slide rail system. The griller unit shall be capable ofmaosatirg materials nomaslly found in domestic and commmcial sewage into a fine slung whloh will pass through the pump and gas Sch.80 PVC discharge piping. Stab, winding shall be open type with Class F insulation and shall he hast- shrink fitted into the states housing. The use o/pins, bolls, orother /asfenirg devices is notaooepteble. A heat sensor thermostat shall be attached to the fop end o/the motor winding and shall be connected in series with the magnetic ron.,, but in the 140 C control anal to sto motor if windin tam erefure exceeds id0 C. b shall automatically reset when Me wintl9g tempeature returns to normal, iwo heat sensor thermostats shall be used on three phase motors. The pump motor g,indershaftehall be AISI 43OF SS threaded to take the pump impelle, and the gdnderimpelleI Upper & bwer mechanical seal. shall be Siliwn Carbide vs Silicon Carbide. DUPLEX CONTROL PANEL: (3 YR. WARRANTY) To Insure compete unit and wananty,asponaibilify Ma W-Woelc 1 panel must be menufe,turM antl WIN by the pump supplier. The pump ,,Mile, must be a TUV(UL508A CERTIFIED) menuf ct,,ing facility, Will on, of 5 years Idenmy In the mssunfe furing &W,,frical control panels. The End.- shall be NEW 4X, minimum 30" high x 20"wide x 10" deep fiberglass will 3 point latching system. The er Josue shall have -met mounting feet b allow for wall mounting. The folf.mW components shall be mounted through the endosure: 1-are. Red Alarm Beacon (Light) LED i-ea. Alarm Hom (min um 95 DCB) 1- ea. Genestor Recepiede w/ weatherproof oo-0CM460 -UL 1686) The back panel shall be /abdosted from 125 5052-H32 marine alloy aluminum. All omponents shall be mountetl by machined sb�nless steel Tha following components shall be mounted to back panel: 2-as. Motor Contactors i-ea. Volt Monitor (1 Ph) Phase Monitor (3 Ph) w12 N/O & 1 N/C Contacts i-ea. Control Tho'd'omer (480 Volt Only) (Min. 500VA) 1-ae. Duplex Alternator w/ Pump Selector Switch 1-se. Made) RCBB5AH Battery BackUpw/Smart Charger 20- ea. Terminals For Field Connections 6- ea. Terminals For Motor Connections (Single Phase Only) ]-es. Grounding Lugs i-ea. Seal Failure Relay The toner door shall be fabricated from .080, 5052-H32 marina alloy aluminum. The inner doorshall have a continuous aluminom piano hinge. The following omponents shall be mounted through the inner door: Main Circuit Bmaker 1-M. Emergency Cimuit breaker 1-aa. Mechanical Inhanock For Emergency And Main Breakers (UL Listed) 2_ se Short Circuil Protectors w/ Auxiliary Contacts 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights i- ea. Hand-Off-Aub SaIe SMtchw 2- sa. Pump Run Pilot Lights 1- ea. Pourer On Pilot Light 2-ass Elapse Time Meters(Non-Reseteble) i-ea. GFI Duplex Convenience OuNet RILEY & Company, Inc. (H-20 GP) w/BATTERYBACK--UP FOR AUDIOAND VISUAL ALARMS COMPONENT SPECIFICATIONS: All circuit breakers shall be molded du ­I I magnetic. The mechanical interlock shall presanf fhe normal and m. ,.noy main breakers being energized of the same time. An emergency generator .captacle shall be supplied in roordance Mfh DEP sM,dwtls. The generator receptacle shall be adequately s ,d fo ,at Me equipment operating o_dfflons. NEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OR 230V SINGLE PHASE POWER All motor shwf circuit protection devices ,at Wovlde for .n soMaga release antl class 10 ow,l,,dpmM,dw on all three ph as s. Visible trip mdcation, test, and reset capability ua, be prosio'ed Mthout opening Inner Coop. Open frame, aaoss fhe line, contecto,a shall be ratetl per IEC standards antl properly slzM per the motor requirements. Contactors shall provide ro, sale touch power and control terminals. Lightning Arrestor shall mall UL 1448 3fd Edition oo exceed the requirements of ANSWEEE Std. C62.21.1884 section 8.6. 1. and 8. ].3 shall be supplied by.1--Ikon and mounted on fhe bothum side of the a h disconnect a head of the pump onholpanal. A voltage moMtooshall be supplied /oo single phase a.-ce. A phase monitor shall be supplied for (3) phase service. Agown pilot light shall be supplied for each motor. The pilot light shall an Ellaapp Each pump hall la llu llll hhave e each fhe motor is called fo run. ase Tlme Meter f.record Me mulatetl run time. The ETM shell beeadiahit. resehable, six diglb totally .daps-1,W p. It R, shalt light shall be suhe c for contrbl power. The plot lightshalll anal. to when he controlpower is available inside the rontrbl panel. Relays shall ha ice -cube plug in type. Relay contacts shall be rated f0 amp hromis sno, ah be Twenty (20)terminals shall be supplied Poofieltl connections. The termbals shall an rated 25 amps minimum. Each motorsoip ad hall p confacfshall be..a.,gtetlto the terminal strip antl shall open a confacf to thi' the the appropriate motor upon a high ao tempest.. MthM fhe motor. A 15 Amp GFI tluplex recepacle shall be supplied antl unfd logo, on Me ll bersupp ..., Andfshall be supplied and appropriMaly slzatl for each moron ana /or servire enhance. MISCELLANEOUS: All Mdog on the back panel shall be conteined wifhinthe Mringduct. AllwiringbM atheinnerdoor andthebeck panel shall be cmfalnetl MM Ina plastic spiral wrap. Exh Mre shall have a wire number of each and fo correspond fo Me as built Crewing in, field troubleshooting. The rontrW panel must be manufactured imhouse bylifl.l.ion suppler and be a TUV (UL508A CeMfiarl) laclllfy. FASTENERS & APPURTANCES: All fasteners, lifting cables, /loaf cable bracket, hinges, antl appurtenances shall be made of AISI 304SS. A 304SS slide4abh assembly shall be povided.,holding the own, open on the wetwell and value box. SIltle .it. shall be mad. of SCHAO AIS1304SS pipe. Pump liking cables shall ba marls of AIS1304 SS. Pump lifting bales shall be made o/AISI 3" SS. H-20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass vrefwell must be H-20load rated will inteoal Mind loos, fibaraWas since In bottom of wetwell and valve box. CedBlostioo of the H-20 load rating must be suoolied at the time of submittals to Enoineer. The weNrell shall be manufactured of "hands. reinforced polyester (FRPI of depth and diameters. shown on the lift station ale-hon detail. The wall thickness shall be adequate for the depth of the --It to maintain Me H-20 LOAD RATING. EXECUTION: Installation shall be in stout accordance MM the anurach, , recommendations in the locations shown on the dewing INSPECTION & TESTING: Afactoryrephse-tows shall be provide fora one (1) time start-up and shall have complete knowledge of the proper opa.d h and aintenanro of complete system. Mcgger Me motors. The pump motors shall be meggnd out prior to the sort -up to ensure Mat the insulation of the pump hotodoable is toted The pump controls and pump.shall be checked for mechanical reliability and proper opeation. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY B4GPM TOPOFWETWELL Inn PRIMARY TDH W'TDH INLETINVERT 113.80 PUMPMANUFACTURER HOMA HIGH LEVEL ALARM LA 113.10 PUMP MODEL GRP 41/3 2hd PUMPON (LAG) 112.80 R.P.M. 3450 let PUMP ON (LEADI 112.10 HORSEPOWER 4.1 PUMPS OFF (CFF) 110.10 ELECTRICAL/ VOLTS/PHASE 230V/3 SOTTOMOFWETWELL 108.50 PUMPDISCHARGE SIZE 2" WETWELL DIAMETER I.. ` ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE • 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES • & ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS ' 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT • 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT 6. NEUTRAL TO BE SUPPLIED FOR MOVS PHASE OR 2MVSINGLE PHASE POWER. RILEY 8 CO. / H-20 GP 11-i6-1] S.S. HINGES wl (LOCKABLE( FIBERGLASS VALVE BOX (LOCKABLE( ACCESS HATCH EMERGENCY PUMP -OUT -FIBERGLASSWETWELL w/BALL VALVE H-20 LOAD RATED 2.5" SS (U-100 PSI( PRESSURE w/20 YR. WARRANTY / GAUGE MSHUT-0FF VALVE NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" ALUMINUM HATCH (LOCKABLE) ALUMINUM HATCH (LOCKABLE) RILEY S COMPANY 3" ACTIVATED CHARCOAL FILTER VENT F32".3 "1 VALVE BOX (32" x 30"x 24" DEEP) 3-(2")FIELD INSTALLED KNOCKOUT FOR ELECTRICAL 1 FIN GRADE CONDUITS INTEGRAL LIFTING LUG f x 2" REDUCER COMPOSITE WATERTIGHT INV2" pYC DRAIN " F.M. INLET SLEEVE MSS NUTS ("P-TRAP"1 S BOLTS w 8" INTEGRAL FIBERGLASS SLOPE 46° MIN. 2'� INLET (� INV 113.80 (FIELD INSTALLED) (2")CAST4RON FLANGED PLUG VALVE (2') CAST-IRON FLANGED CHECK VALVE JAD 2 SCH.80 PVC .11 SLIDE RAILS�CHAOAMI304SS PIPE 72"x72"x38" CONCRETE SQUARE BASE SLAB AS PER SPECIFICATIONS wl #4 REBAR 18" O.C. NOTE "'V• ayl L;{ _U.D \ � e uRE Aiii 1+i pro urea `Iveaiw xuvovra wla ce unsi<Tiou rE.co wArm'pAEI ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY - CONCRETE GROUT TO PREVENT FLOTATION 5 CU.YDS.MAKE MONOLITHIC POUR WITH BOTTOM SLAB & POUR _ BALANCE OF CONCRETE REQUIRED AROUND WETWELL -(3") BASIN ANTI -FLOTATION FLANGE WETWELL BOTTOM BOLT & SUPPORT DETAIL -- M PUMP DISCHARGE F"•�/•I �] O I.^ BASEBDI A.ED //••{{�� (2"'2 w ""' TOA ,, \ V TE EMBEDDEDANCHOR N FAIBE RGLASS '� O off, LIFT STATION DETAILS CNL 15 HWRS or Maun en Dnie: aTrnE rau plc It'B the Law! �� �u�v: sxer�eo" 1-eon-aa2 Eano � xc.. r �. ® MIN ALL SCALE � ANTE A ,SE+I E NLTE:AND CONTOURS ARE TO EDGE OF PAVEMENT CONTRACTOR 3 HALL A -IT FAR OF RE IT LEAST 11 RVE , 1T TITUN,F t El,,INEEIIINI ITIELTILINS. N AC C El BL E IT E E L T.- T LL `ITE K NS B T ::T HALL T E IE F THE .RE J... ... :E -.ALL G II ALL K SHALL BE RESFORED NCE Vl TH A"LlCABLE .y P e1 COUNTY FDOT E'. ALL DISTURBED AREAS MUST BE SODDED a EASTING GRA-.• LOPE. r SOIL BORING LOCATION HE CONTRACTOR S TO PERFORM ALL EARTHWORK ACTIVITIES N ei � ��s °r THE w THE SPECIFICATIONS AND RECOMMENDATIONS Y 0 j bra _ _ - -' CONFINED N THE GEOTECHN L INVESTIGATION REPORT EPa ED TE CONSULTANTS ALL INC TCEA NG je°� III .'.. cco �EcoiecnOouvESEcnTONAREPORTE"NCOPESROFTHE REPOROF T ARE RRAG II II II oO/ AVA UBLE THE THE OWNER/OEv OPER o F RRa CON'D TANTs. INC, DIRECTLY, _ •DUDJW LJNa Ak r EI � 5 S •� PP- � MESl e x � 1 36,711 SF BUILDING n '• o �. e ( R F.F.E. = 122.5E i � r a v \ Ef QD - 7ss ate. b� j ro a p-( ry I% 0L\F' / \ y h ��� /P 4•A \ +.6i .v r r� ik �=/rt-w v �-„v 1 v �v l f/ o\ r � � �;�• �',es a '� ,sue �� -'-,zo ,N,�� - � F•'q "�� SOO 3R'39^Y595:6�'-_ eL. h,'e'- �•e d 5� STORM STRUCTURE TABLE STRUCTURE NAME TYPE STRUCTURE DETAILS CY1 CONTROL STRUCTURE ..'RED TYPE 'C IN GRATE /RIM = 120.2E W/ Y WEIR 11- (24- RCP E) DYt TYPE'E' INLET ORATE / RIM = 121.1J INV. = 11 . (1 S' HDPE SE) DY2 TYPE F INLET GRATE / RIM = 122.33 INV. = 119.00 (15- HDPE E) GRATE / RIM - 121.19 DY3 TYPE F INLET INV. - 118.]] (15' HDPE INV. - 11B.]8 (18' HDPE S) GRATE /RIM 120.86 DY4 TYPE 'E' INLET INV. 11 J.fi2 (IB' HOPE Z. 11 J..2 (18' HDPE E) GRATE / RIM 121 ]0 DY5 TYPE 'E' INLET INV. 117.41 CrHDPE N) INV. = 11 ].41 (24'2e HDPE S) OYB TYPE T INLET GRATE / RIM - 120.43 INV. - 11].18 (18' HDPE S) GRATE / RIM 121.70 DYJ TYPE E' INLET INV. = 11J.14 (24' HDPE N) INV. = 11 J.14 (30' HDPE S) GRATE / RIM 1208J DYB TYPE 'E'INLEf INV. = 118.88 (18' HDPE N) INV. 118.88 (18' HDPE S) QUIE / RIM - 1EE94 DS-9 TYPE F INLET INV. - 118.J3 (18' HDPE N) INV. - 118.]3 (2e HDPE S) CRATE /RIM 121 JO OS-10 TYPE 'E INLET INV. 11 J.2B (24' HDPE N) INV. 11 J.28 (2e HDPE S) CRATE / RIM 11843 INV. 111.]3 (2e RCP W)EX EX ME STORM MANHOLE INV. - 111.43 (24' RCP ) IX. INV. = 111.83 (24. RCP NEEX 111.53 (2Y RCP S) GRATE / RIM - 121.52 MH-1 STORM MANHOLE INV. - 11% (1HOPE N. INV.- 111. (IB' HOPE E) CRATE / RIM = 121.28 MH-2 STORM MANHOLE INV 11&fi4 (18' HDPE N) INV 111. 8' HDPE W) 117.54 OW HDPE S) MES TABLE STHUCTURE NAME TYPE STRUCTURE DETAILS I.NES-1 MITERED END SECTOR INV. - 120.00 (18' ROP E) MES-2 MITERED END SECTOR INV = 120.0E (18' RCP W) MES-3 MITERED END SECTOR W/ 8' SUMP INV. = 116.5E (30' HDPE N) MES-4 MITERED END SECTION W/ 6- S MP INV. = 118.5E (24- HDPE N) TITLE AND DRAINAGE S. BLLJFORD AVENUE / Q A�: CNL40 HWRS REFER TO C0.0 FOR YtW,> COPE DRILL ANDCONNE E££m = TO Fx ST xG UAxxO,c� VARIABLE -WIDTH RIGHT OF WAY PER P.B. A. PG. 100 AND O.R. 4401. PG. 3168 �O�Fx B6aRE You D. It's the LflWI w �z 47>o "SHEET GErvERAL NOTES SPEC FLAT ONs NE saE REEDIREMOENHE" T RM sAorecrO s,E �� " I� Da"°6, wD PR1R-016.: C3.0 - - RNCIPLE PST OPTIONAL POST POS TONS (CAry LED 2D TOWARD F cx) C NE—ATIG. MITI FErvclrvc FILTER - T FLOW FABRIC DNG DP9TREAM FACE OF SOCKS �\ SHDREL SECTION ( 2 I / AM EDGEOF IGIKI M A D' / - TEN /I0 NM•IN-) SlE XX FILTER FABRIC FL WN SILT FLOW e. ELEyATION ELEVATION - PLAN O SILT PENCE O SOCKS BACKED BY FENCE O3 BARRIERS FOR SLOPES D RUFF To ,°E1° «OSON CONFFR"o�S' 3. THE ARCULAR ORFAE CONTROL XTRUCHDRE 1HALL ME KEPT FREE OF TRASH ANN INIS. NE— THE .1ATE ATE SED 'ENT D "HARRE To -RA I THE STATE .1 NEYETA— UNUSED FOR ENCRON C.—L SHALL IN ANY 1E.NR SHED EVERY THREE e9. ALL Eco PUS P—Uca FETE SHOT BE CEPECTED FAR A TERNAAS ouvnxY oxcE PEN rEARTMAND/OR NANUALLY, sY A 9IDOBTAKEB KB 2 - �cuRB I COTTER ffiS.%1XC - PRFFILLFD OMPOST FILTER ICII PREFLED COMPOST FILTER SOCK Oq COMPLETED INLET N9-5 RRETS AIR 1 STRUC O PARTIAL MLMT RATES OR , LTATOR x:)°o —2L 1EINSNTARDN 111R%E5I THIND -Y N o�AN CONTRACTONSNTES OF I5 To REMOVE SNN EXAFT To TxE SAns<ACRDx MF TxEExCINEF ADD"J o ANTxoRInES. THE OFF STE. ON STE/IFF-STE 11 E THAN 1AVANR AFTECTMIILEEN AREA uSNcIsPR ux xc, yRPc ou ON OTHER DTn�EeR LACCEPSABLE ul mD BID�vALUIsS)nBIABEc�TIE O DITCH BOTTOM INLET INLET STRUCTURE Oj EROSION CONTROL SOCK INS ARE U juB Ic .AD 6 ul FF IIA G. NOTE: NA FC (2R Y"0' urvDERLINER Os CRUSHED STONE CONSTRUCTION ENTRANCE/EXIT EROSION/POLLUTION CONTROL NOTES ALL EROS QN CONTROL MEASURES SHALL REMAIN IN PLACE UNTL COMPLETOR OF CONSTRUCTON. I EROSON AND SEGMENT CONTROL WORK SHALL CONFORM WITH LOCA ALCTO/ ...N' ANG WATER MANAGEMENT DISTRICTSPECIFICATIONS CONDITIONS OF UTHORIZE TSAND APPROVED VARANCES, WAVERS AND/OR 2, EROSION AND SEGMENT CONTROL MEASURES SHALL BE PLACED PR OR TO OR As THE FIRST STEP IN, CONSTRUCTION. SEGMENT CONTROL PRACTCES WILL BE APPLIED AS A PERIMETER DEFENSE AGANST ANY TRANSPORTATION OF BILL OFF THE SITE. C ALL AREAS AFFECTED BY THIS WORK SHALL E RESTOREDTO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION UNLESS 9. ALL CLEARED AREAS FOR IMPROVEMENT AND/OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMANTION AND DETAILS, SEE CURREAL FC.OT INDEX. 11 UNLESS SPECIFIED. SILT FENCES MAY BE USED IN LIEU OF HAY BARB UNL 12, ADDITIONAL POSTS AND RAILS MAY BE NEGESSAT' TO SECURE ABC SUPPORT BARRIERS, BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. MESIL� NRI TSMA" NOT NP'ETECLEDNBYR SL T FONCE OR HAY BALES AT ALL UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED, TO REDUIREDHAVEOF THHE E IN NOTICE OF LATENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. reeomreeD BY SOIL ENOSION NNL]B SEDIMENT coNTBILEBMFTAOSUNES INDICATEON INTT OPLLAIJ. E LOG SHALLN CONTAIN PATESVFOR. INSTALLATION OF CONTROL MEASURES. STRUCTION MAZO INSPECTION ON AT LEAST A WEEKL BASIS AN D sPECTIIN AFTER ANY RAINFALL EVENT THAT IS 1/2" OR AR —ER" 1. THE CONTRACTOR ' SUBM TCE N TO T HE COMPLETION AF CONSTRUCTION. ONSTUCTIOUREO ENVIRONMENTAL OPROTECTIONRMINFTIOTHE HREE COMPLETION OF CONSTME TIO OF UPON BEARS NTRRLOWNO AGTON SHE NOTRETAIN OF ATERMRECORDS FOR A PERIOD 0 z a 5 sloE a oRMOI PENWATER DIsENISTINI ceARGEs sNIERIFoUCH S u RE DRANTTEFaLuswrvcFACILIry ac SRscADe-r— 20ILL BE LIMITED AND KE T IN ORIGINAL CONTAINER WITH MSDs LABEL. -OTEITIALL` HAZARDOUS CHEMICALS BROUGHT ONTO THE JOB SITE A N POSTED ON PUBLIC 'HLL ROADWAYS _HALLNTo PUBLICO ROADWAYS.BY THENO oAl f SILTWORK DAY. CALL IB HWRS B60RE YW DIC ,a. It's the Lawl �, 1-800-432-4770 �/ ' mm®' m® .NE1/ADTHD1I= o aE E_ �.I� o SWPP/ EROSION CONTROL .11 os 1 osT O ❑ LL cos> o - / -� o� { PROFILE 1 SAN. CLEANOUT C.O.—T TiPE i INIET T_ & RIM = 120.00 STA: 0+6&00 (&07 1 CRATE 121. INV. IN = 116.53 (6' S) NV N 117.41 (16' N) INV. IN = 116.63 (6' W) AN. —AN UT T 1INV. OUT 11].N (24' S) SC.O.-3 INV. OU= 18.43 (6' N) JO INV. RIM = t2t.95 IN = 11 ).81 (8' W) INV. OUT- 117.41 (8' N) gg 8m o � m ��eb vmx + vax �^ LF. OF 24' PE O 0.20$ a S LF. OF 16' NOPE O 0. - _-69 STORM MAINOX #MH-2 T1PE 'E' NET - --- STA- 1246&]6 (&20• R) CRAZE 121.26 NV. IN 11&84 (1S' N) NV CRAZE .NV. N 11&]3 (1N) 34 LF. OF 6' PVC S S. O 1.00% N NV. OUT - I1].54 (le S) INV. WT 11&]] (24' S) 93 Y. OF 8' PVC S.S O 1.00R SAN. CLEANOUT C.O.-5 RIM - 120.88 SAN. CLEANOUT C.O. 8 SAN. CLEA I = 12 1 RIM = 1500 GALLON CREASE 1RA4 INV. IN - 116.96 (8' S) RIM - 121.06 INV. IN (6' S) INV. WT = 11&16 (8• N) ($'N) RIM = 11].94 INV. IN = 11].35 (6' S) INV. O — 11].09 (6' INV. OUT — 118.66 (8' SE) N) INV. OUT — 115.0) (8' N) T 115. INV. OUT = 11 ].02 (B* N) I TW'E'E' NIET] 10 STA 2.1&66 (0.00'p5-) CRAZE - 121.70 INV. IN 11].14 (24' N) NV. WT 11].14 (]7 S) \osl�ly3�Z��' `��• N W �Wi Q�g6' 0:2 �� b� ti •PPpF�`•�`` � PLAN AND PROFILES CALL � HWRS BEFOi Y(IU OIG It's the LAVA t-eoo-a321-ano 7i MAN eR wwe "" xxT"o- 0+00 I+W 2+ St00 _00 & 00 6+00 SAS NOTE. C 3 02 a18-016 1�' IF I I 36,711 SF BUILDING I C F.F.E. = 122.50 I I� D -21 ' II rWww �O Vl o y �10 0 l (1 ^ ^a mil I Fly I PROFILE 2 wqx) r=sM S S a. m 120 113 LF OF 14' R FE O 0.201[ J\� 188 LF OF 18' IroPE O 0.901i TYPE F NLET p5- — _— — TYPE F N.13 INL TYPE F 7- STA: 9+3].R9 (121.19 9W VA: F VA: 10+30.00 W. ( W' (0.00' ) -_— _ (0.00') TYPE F NIET p5-8 aVD 5TA ]+39.13 (0.00') GRATE � 190.a3 ORATE NV IN 118.]I (14' 121.19 W) atATE 19R.33 CRATE 119.9a NV. N 11C73 (14' N) Wk. B fflm (aw W. OUT - 117.18 (18' 4) NV WT - 11418 (IB' 4) NV OUT 119.W (18' E) NV O0T . IIB.)3 (24' 4) GRATE � 1Z0.83 IRV. N 118.88 (18' N) 89 LF. aF le ROBE O INV WT 118.88 (18' 4) 110 _ — ammmi P:' z ry b� .. • pF •``` .......... b M W � O w O,\ V � O PLAN AND PROFILES C.LLL � HOVRS pao mauncpx nnip, BEFOIi YW OIG It'e the LavA �� 800-432-4770 �..wvev: RM SAS sxsrrxo.: xixE ..� E u r i . ix NOTED C3 3 5+00 8+00 7+00 8+00 9+00 10+00 „+00 12,W 2x]R-016 o 0' 10' 20' 40' SCALE: 1-9 W I 11 i ITY OF C 3865, P i. 6 5 . 4341, P '. -79 \ I I R. 4341, P ....333,,,4b 0—BLE "TE1 .l. . 4341: PG 3¢ \ OT v e r 0 F r r PROFILE 3 c (x) ,-=ern ,ao P:' z ry b� .. • pF •``` .......... ,t1Y t W � M ' � w O,\ V 0 I PLAN AND PROFILES C.LLL H—' aao mauncea BEFgi YW OIG nnie. It'e the Lawl �..n sxsrrxo.: t-eoo-a�-ano ,2+00 10+00 1C+00 15+00 18+00 1]+00 2xom�.° C3 .4 8-016 e� 8 - 12I.28 �31SfAl2+R(ateR)CRATE WT�1- 11].B2 (15" Sq.84(18• 120 120 LF. OF 1BHOPEO0.2FCRATE121.1INV NV WT Y)-- � II]A4 (18" B) . OF 18" ryOPE O 0.20f[ 11 LF. ,Y NOPE O 0.2111i TYPE E INIET p5-4 srA: swzoz (o.00•) GRATE - 120.88 INV. IN - 11 ].82 (18• •) INV. art - 1n.B2 Ue' q SIORN NAHNOIE 'IN-1 srA: u+zzxT (o.00� ) CRATE � 121.32 NV IN - it).88 (151 pV. WT- 1n.ee (1E' N11) q I no I OTES uERE.iOR ]EDIS P )ARID (. fixl[ x0. xOr OF DENIER OF FARx xG NEIIE� v1HINAl2 .I.OGDOMETE milli RI 1, 9D STEEL METAL BOTTED TO IT MAG—D /• (FpOIxDIX IIlkI EL POST \/. H \ o 1/Y BIT. EMP. AOIT CONCRETE IBBE HANDICAP SIGN STOP SIGN NTS NTS preABLE) g. PORTLAND CEMENT CONC. PAVEMENT (BASE) -. I. GEIERAL I. Y - 400u PSI Fm(PRDDTOR/uRKE a Rv Ex Irc COMPACTED APPROv T DRAaxcs Anu sPEUFlCAn[x. Ix THETO m P _ENT TOPA 411i/ BPucEO N ACIARD-E 1m11N1EI . JiplMgxc A51u DIT51 2 TO ITIE o TIT R ECT xEMENsr EDITION l OETED IKED1- OF A. AGI LAT CTIODO CONCRETE PAVEMENT NTS >� BOLLARD NTS s'-ems a' OSE BIBS IETE AT N'E FDRE USPLAN VIEW DUMPSTER ENCLOSURE NTS s (Slgnalized s Nay+mean—) �01m III/ 10. 1 FFDFFM CON 8........... .... ...a a.. DP ....... NAEaFD,N.FRSF „DN FOR w/ BEA aD ED EBB B,B .%a e w wJ A. nL REP T; BA F ®s 0 m01E0 EOCEs olNq ¢ING, G[e .Tl PAVFUENTE LED OF . .. ( PLOT PLAN) P �M.4 rn vuu..I.�mMd w.m® GANT CGNCREIE F OnNG � � No SNSN AT ALL ODOR OPEN NGs AND AT ��\ \ \�\\ \\/\ T NM(1/c" PREMOLDED ASPHALT STRP) SHALL \mil SIT , /B BE TOP 01 SCORE MAR% (1LOxE:PIH) SHAWALK, CONCRETE APRON 12" RIBBON CURB CONCRETE SIDEWALK P,1G. III (MIN_) GDNGRETE NTS NITS (P"F PBI (MIN)) Nrs In/OI/15III I — Y IOIJ-18 I1J346 115ofIJ I FDOl� DESIGN STANDANDS PAVEMENT MAREINDS (z)µnaRz pl a 160t. -I B JI/0 1"GAP I� .I 3 6'- SlL P P PAN IF El A ANGLE FRAME ANGLE AND BI CED A III 'I .FIT CONCAfIE CONC FILL \ / III (27 p4 HaRlz. (MDwnr uP wnul i 10 wFLO 3O/4s SSTL)PIPE o sw I.IT Tu uFnCE BLDC% o # i \ i/ \ n / % \ \ n TO ANGLE % S FlO B ITO�P�SE(STAILEI C FINISH cRAO CCNT. _ ^^^' # 101 f1DlD-IBjI PAR TO 6- STL PIPE LAL a °aB m CAAAT HEOFVFD vnu" aLTsQ IAY�%5'�ONGSTAMG DUT ..L._ uuR *I._B. cane sue w/par-0' O.C. E.w. oII IrNr�� _ I. 12 1, d oQiw maw �zc DUMPSTER WALL SECTION DUMPSTER GATE DETAIL NITS NTS ��•� DESIGN STANDANOS DBTECTABLE W.B. AND 3QDEWALH CURB RAMPS 304 ]of8 SITE DETAILS SHEET L lid PLANOVIEW 11- CURE ... .. ..... SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB1 nlo,116 'U'A'Z,AAD5 � DETECTABLE WARNINGS AND SIDEWALK CURB RRNE'S 1 30, ofE TYPE E TYPE I as.^L oaUP °R�� ° —ULDER NEIER IAL.Y UllER z- TIFE A TYP 8 I -F 101, CONCRETE CURB CONCRETE CURB AND GUTTER I1I GUTTERA I I '20� DESIGNY l'oT'-X'AAGS I CURB & CURB AND G . . . . . . . . . . . orT A E-lEl A U-1-1 ll.—Ell "Dw =44, e. A H I TYAN 'AN SIDEWALK CURB ­5 EN-U, CR E, CR F & E— '.­T ' Dll-IR ;'- I �, IAIIARII DETECTABLE WARNINGS AND SIDEWALK CURB RA,— O US PLAN P— PLAN ILAN IL="-D ITRER.�H'TLEEID 1=11D lTR".Z"TL`E.D EURE TYPE A CURB AND GUTTER TYPES E & I INEUTEER -TIES IF F TYPE F CONTRACTION JOfNi„iN CURB AND GUTTER TYPE A 111E TYPE D CONTRACTIONJOINT IN CURB CURB AND GUTTER ENDINGS .............. CURB AND GUTTER AND TYPE A CURB ADJACENT TO FLEXIBLE PAVEMENT wwe CONCRETE BUMPER GUARD ..... oescFl 8 ;�� �DEITAN�DASDG BB SIGN EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT U -RAI MUTES TITIC SITE DETAILS SHEET ASPHALTIC CONCRETE CURB RA�— Z27/2018 IT CURB & CURB GUTTER URA�7: N — S T C4.1 ®S e e,we( 6amu EN GINEErsING, LCC r EmM Wmren rvam. ,i.,,i,oi ... ..t „iez riwigwn f uwmim S. } m aryl } $ - Isw aw .re wei.wem u� Y �ryMn.wmrwaa�w. s. ammrw.m„reun..a.s mmm"m m<.em .c .wmw+"i�m�ireiwurea°moao�w p cpamwe.m, uraos wiins.n4 c"mmi"" °ew,nceem OTYOF OCOEE�MI ( CITY OF OCOEE COxSiftuCi ft CITY OF OCOEE �.f N osl�`1a33,�4� ,:� Q• co TTla JZ e toh f �� I IWu PVC/HDPE Restraint Table mmmweom 'r1iY M em IFI)bl>a fteatranee Fff r,ss w"slv)e...reve.ew ri".um cm �oeivnorfaaala NTe. .xnem�erw.ea f--I o ftTa � TITLE UTITILY DETAILS SHEET oEiNL CITY OF OCOEE OTYOPOCOEE h=t_� of maun ea H CITYOISTIU�OCOEE� f—TI f ea nIONDETAIll a V9aM RM 1R oT VeNe � oa ft ba eO FILeT bM UliN la. mu ���Illlum ea 18-016 ®S � _ A(� �..I EN GINEEKING, LCC w.al nu..e�Ma� mrnneier eve �NL v e a°' euu.levcMl wre. ev o sl m ^ n.0 uamuwev werron T. -M. ca a 1*vv� m� vas ceaan aq .a .urea: ® aroll.e.�m, n�an.ea,..�ul.e carom..�.ldu De el...w..lro1Z. I., man �el�a ro, oaae,a.are,a� wmla�o��l n„«la�n,ae f E f=�a .,; CITY OF OCOEE ,�( �� (� CITY OF OCOEE _ 11i H D.smuci a _ CITY OF OCOEE vas xva33zi wlynvna, eM)5 z.. Lulo-ETALS 9 _ i I�alm „oullll N FF m Oid;> Im., i / M ���oma,mree a.Po.e seMn. " ay.1 .�con�m. o ft IS' TITLE UTITILY DETAILS SHEET rs9 CITY OF OCOEEei N. CITY OF _DETAILS _ N CITY OF OCOEEr' r✓ °v ^s^� DETAILS a reNMrem�p C 1 Fi .-_%R I 'hid 10 '.'�,"mill, �i e.-- C✓.1 DATE TO 2016 —SzM,,LlE mu :'� .III � I VMIu 3 ea 18-016 KEY TO TYPICAL PAVEMENT SECTIONS Mrv. M„F. LL sT.nuTI IF -11 - T.on.r. secnon �51 OF LF v .E Tr , HT i SE). F'DOT IEITIII III 0 50 PSI AID 0 TO 98% F.P.. ECT,. PIE TIE B A, 0RA55 MEA QS BRE-1 AVTILE L' coke PARKING DRII RAY PARKING LIGHT DUTY PAVEMENT SECTION NTS 0 BET ANHOLE 111E e PAVEo AkEAs. IN �•SANUMN MENIIINNTMEO� SEE NOTE ] /IN OTE tO IN WDRHAR EICRY COAL TAR COATINGS PRE -I REINFORCED PRE CAST RE""CED T RARE 9 4IN. I EONCPAVED RADE)AREAS TOP OF FRAME SHALL BE 2 ABOVE IN I.2 ALL INPAVEMENT STRUCTURES MUST CONFORM TO H2O LOAD ING STANDARDS MANHOLE NTS SECTION A —A — • H) 1--S(V) RAISED 1 Rusx vnTx .w DO SEVEN STORM FRAME RANG COVERE E. HOLES WACHINED RATING PLAN SONFACES F-�F4.1/4EMNVATION MANHOLECOVER N7S SKINNER ASS STEEL OR- KIMMER �� 2 en¢eroz EN GINq RING, (.[C L ALUMIN5 110. L 4 ANCNSN(HER) �) 4o50,AkoEPIPE / BOTTLY ELEV. 115.00 o- STEELo- Y WEIR INV = 119.25 TOP = 120.30 o- 24" OIBOHAROE PIPE INV = 115.00 o- BOTFgA120118.]5 ER Jo- BOTTOM OF STRUCTURE = 115.00 *SK..ER N CONTROL STRUCTURE (MODIFIED TYPE'C' INLET) NM I DRAINAGE I DETAILS SHEET C6.0 LI.�,,,r✓.,, I(all I I I r III I�III „xrax, w,°,,,.,wx, �� NALf T SECTION EAT — 1r w.....�TYPE •„re. RE E � .�.,,3: RATE IN ET, . ao«w aa�E INLET) -117 1.,R�MIN CAST IRON GRATES ° w k mr xM F n� bum x ,.r " i T. J ��m = L. F e m � TYPE � TYPED TYPE E ORATE ,NLET, I'— L Aar HORIZONTAL NA' REFNFDHEFND .ORI20NTAL WALL REINFDREIND NORI2flNTAt wA REIN,oa�­ ....flutes ITABIe N s.....I s IT_...foot.. lTAetF )/ GENERAL NOT S °a .e a.P.nw.w...,e.// .,w�.o�.,w,,..ly",�. , e..�... e o,.o aoe..° r,"„ea,• TYPE C TYPE D es TYPE E . R051#Ia33 J]Aix �Q?pyy�, sdOy� z a. ra gym. W 1104 rN`sn (FY °es.xlm°. s��•� FY 10]]-18s.o J16 Fmo DITCH BOTTOM IlNLET TYPES C, D, E AND H DESIGN STANDAflOS 232 ]Of) ""a/w" 2oIJ-18nr„"/• ,x^°tlsx sxxo - D➢TCH BOTTOM INLET TYPES C, D, E AND H 232 Jo�T DESIGN STANDARDS �w�� ��r - q,�/:�w,.. .w ,.•�,r�. ,w e:nMrw,.mr•w •ww. .. .. .. .. ... ... .e� � � ti �, e., a • n "r r° woo M , :r ss PLAN SLOPE AND DITCH TRANSITIONS NOTES �ti O y— =—_a��Cx a,Ii -�- /� n$ •. ewr u°u arr . xr _�\ __ __sp`_�__ ZK Orx we, .iw TOPVIEW 51 dr/rs:. mer a.e e"n r nr. xi.. _ `� 1.1 ry re•: x.aw.w°v. �mm TOPV, HOLTIPLE PIPE DRAINAGE DETAILS ,e/ r ..r w°• ANCHOR DEFAIL M°^ICONCRETEe PIPE CONNECTOR SPECIAL DETAILS AND NOTES nw..n.,r v,iw se r SINGLE AND MULTIPLE HOUND CONCRETE PIPE SHEET " 7/2018 SECTION FY 201J-18 ,xoex sxen FR v DESIGN STANDARDS CRO33 DRAIN MITERED 8ND SECTION 272 6 of 6 oescxrn/wr: . FY 301J-IB n°e. sxen s DES IGN STANDARDS CROSS DRAIN MITERED END SECTION 272 l of 6 SA Y_ rnnxs. C6.1 s NT.3- a 18-016 D-S ..S I r-07, man* .z A== =. GENERAL LUMINAIRE SCHEDULE PHOTOMETRIC SCHEDULE 0-0 (1) L11, IS11 sEl P14,OK ra. ­1 .11 1­­ 1— L Illnl.L,,,II,n,,. _1 K 1'— 11 ­ —El ­ I T2 (1) un TH_ I, IDLED -HT 11 IMIloc -LT 1 1— 1 LED ­­ 1. =%­T�1111 .1 I T11L - 1.11 Ll 11 LEI T_ 'r I I ­E H111 '1� 'I ILLI �H -­ . sez-1.1 NOTE: ALL LIGHTING FIXTURES TO BE PAINTED BLACK PER LDC 6-14.C.(2).(I),I � �T 0 '1 G.o1. 1. .1 .1 o, I.. A 3bs oX 1 7 36,711 SF BUILDING - ., F.F.E. 122.50 11 T. 11 11 12 ­ ­ 21 ",t ­ t., _­ t, ss as z11 1 7 �ry -1 J. U) o 1 2 1 1 1 1 1 11 5 11 1� 11 1 ­ I I ­ ­ ­ 1� t., ­ 2.. t.rz t,l ­ "tt 10 21 I s 21 2 1 12 .1 ­ ­ -1 ­ -1 .4 1.0 .�o 11 .1 zA, 21 ­ 12 ­ .�l �s A�� o I 1)�2, 2.2 22 ­ 11 11 ­ ­ 11 a.lP o& 1. 1. 21 1� M ­ 2� 1 11 of 1. I "I 1� 1 ­ 1 1 1 _Blo S. BLUFORD AVENUE VARIABLE -WIDTH RIGHT OF WAY PER P.B. A. PG. 100 AND O.R. 4401, PG. 3168 - i .I X=%= cr U SITE LIGHTING I PLAN I SLI.01 0-1----, Oaf/ IttP) 711 361F.F F.F.E. 122BUILDING .50-0 S. BEUFORD AVENi VARIABLE -WIDTH RIGHT OF WAY PER P.B. A, PG. 100 AND O.R. 4401. PG. 3168 SAZRroS EV GINEERINC. LLC. 0' IS� SME: 1-30' oe�z&me �p �ANpSp9 4 F t,E. n c .7 whe Ya � �DNIDA Oy Rq�.atreEl.enWwepeA m� 1'FL AO �A D =1 O O O Q �o u v iA w rn m Z"m` o W uN LL LANDSCAPE PLAN QS HGUBS BEFGBE YGU dG ❑ > m CAA O S4M NINE 0 �0 ITS INE lAWIN FL11 O U ma. are vxo10B00627OM S i LLO� r T c LS 1 •O lmol6 III W ii� sm 36,711 SF BUILDING F.F.E. = 122.50 -6 +f S. BEUFORD AVENUE VARIABLE —WIDTH RIGHT OF WAY oax PER P.B. A, PG. 700 vnarnwm� AND O.R. 4401, PG. 3768 Loy°�eysu.E to mg cucaExr. wG r �IIIIIIIII a v�ao w rn m Z�m` `O$ LL Lu uN LL 0 40 HOU" "'O"'OU "0 CALL SUNSHINE I-0OOA41F ar 811 ITS IHE M. FLOXIOA � m w y U CO v $ LANDSCAPE PLAN 18-016 La1.1 Ealn �Ec omEc aEo wWiEvuxi'usi� SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE PALM PLANTING DETAIL NOTTOSCALE xaacrxcwczvmrvx�Tx�cEm�E Ni � II� 1� �? SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE 101 MULTI -TRUNK TREE PLANTING DETAIL NOT To SCALE LANDSCAPE PLANTING NOTES= 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES, 2. ALL PLANTS SHALL BE FLORIDA NO.I OR BETTER, AS GRADED IN FLORIDAGRADES AND STANDARDS FOR NURSERY PLANTS. 3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVEA FULL, DENSE CROWN. 5. ALLTREESSHALL BESTAKEDANDGWEDASSHOWNINPLWTINGDETAILS. 8. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2"IN DEPTH, T. ALL PLANTING AREAS SHALL HAVE A MINI MUM OF 3"TOPSOIL. 9. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA 9. ANY SYNTHETIC BURLAP ANDIOR HARE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN TO OF THE -ALL. LANDSCAPE CONTRACTOR NOTES: 1. THELANDSCAPECONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTNG AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTIUMNG AND RESETTING TREES THAT ARE OUT OF PLUMB. 2, THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FORA PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 1W COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTI.Y AND AT NO ADDITIONAL COSTTO THE OWNER, 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4. THELANDSCPPECONTRACTORSHALLBERESPONSIBLE FORVERIFICATIONOFALLWARITTENPLANT QUANITES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE, 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR MATH AND ACCEPT THE -STING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. S. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTIIRES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. T. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DPMAGE CAUSED BY HIS WORKAT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE, OF HIS WORK 9. THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO PURCHASING MATERIALS TO DETERMINE THAT THE SITE IS SUITABLE FOR THE MATERIALS SPECIFIED TO GROW IN A PROPER MANNER. IF NOT THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR AN APPROPRIATE SUBSTITUTION. SpzRroS ENGINEERING. LLC. Q �o WN_ FU ° $ 9. Uj LU LLR 0- LANDSCAPE U o DETAILS 48 HOURS BEFORE YOU LNG CALL Sj� MINE ITS TIE IAWIN FLOBIDA ❑ > m 0 �0 W c) 0�Gs ma. Ea nre vxo1 CB nc - o06/2T2018 cN,E N.TS O �1"16 LTS1.2 b�00 aaaa� � i I m u o a g— r / �IIIIIIIII' 36,7115F BUILDING F.F.E. = 122.50 I Rmakreer�enmce�FL ae o i A O C I aI �a 0 ,n aP IS I, W I • z i � atrF e n e 1 u s . . a v w U I � o , �• I I �� � O a >�a ,a > •L __ _____ � __ sue__. ,__ —__ _ — .. �'- _..t� S./3LUF0 )AVENUE" LI.I — Q vry IRRIGATION Ury°y ry PLAN U) a 48 HOURS BEFORE YOU DIG ❑ > m Q�20CAOA7ibMNE oBA0l -0Oi/B ITS INE lAW IN FLOBIOA U 11 SS T- M s LS2.0 18-016 IRRIGATION DETAILS `FxTEa �vmP MLMaEORoxa fatoCGRq[xxG ® MD[Eticxroonl xo"R. imE DmE F ImroN•EREwarcoxoux JUkNxECCTKR 6aL�WDE 1es<oT�lEowrE uMTErEaacrca+acTasm REMOTE CONTROL UNVE R.E. Ul(EDE EH EOM'. s]IEOl1E� TlFl. 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BLUFORD AVENUE LOCATED IN SECTION 19, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA LEGAL DESCRIPTION (AS S—EYED) D 11 11 ATE I'E "I OF QrOE.COU- C� . 'TC7LHyE'.E==TA`OO­L:'F ,V7­E 1­ _R_ OF O_OE o HT OF LNE So-- o' OF .1 2­­ 111T TO "E WftO 1"A) IOEI A' FoLL=Nl lloll�.'A IM N .TC O-E .1 1EIT TO A TT'.yE.,74 OF .1 1EIT TO TIE ­T1 I LT- I E '400_L OTHO THE I— OF ­000 OF OR IT— LEGAL DESCRIPTION �LEI TITLE )"MITMENT �,E E oF llll,I'� TIIII� F I F lIll I L' 'El). E' l T T­n�E� ­1 Tll —EllE 11 ­11 EII I� 11-1 1— THE s�cwnc E_ R TES E 1111 llEl III TIE :.IEI Clll.ET"ATT:`_LllIll EIIE III IE-111* 1 `1, 2 THE 0. T­ THE TIE LOT-- WEIE -E. I TIE 11EIA—ION OF T11. ­Y 10 A, I -El o-­.E�E�AAI"­—­�:�'E_IT I'REl-E:F-THFEL�'IU�AL"DERIEA'�'TR.DE'�T.F'T�AN E.,AT 0 N. ­EO AllIL. 7�A ­E.W TOF 0 _EU T NECEOT.E _F D ­ ­%E oRA..CA _-T_ W .. E .A. W. T.T�H%A. I . QT- Z-TTLEr , 74 x ELF —I E I TElEAlEo CAL LRET.UEl.lHllRT.11jO-HoEs Nl ITHN —El on ­-T.E ­11.Ps LEGEND =IE `7 I'T EITE OFFIIAL o "T .. 'El LIE O TES I )IE E E',TL OHT F "E HE F EL EL—O. ­ IEE CERTIFICATION ­FFELO. LO..AN 1,A, 6� u NN VICINITY MAP LEGEND a wEa �E P E _ .o.E >EOEn.c o ur��r wukEa A:w FFE Fw� ooa E��A,�or 0 w .ac �c Poc..�ti ,�ti� Acarre PIPE ® uN Howes mec �e �,cExsEo e�s�.Ess oa x SPCA W. COLUMBUS STREET e �$ -,. ' L s-Oz N894659"E 413b4 �. ,e. r'z.o 4394 4 ac zzz .. g • ....... RADHIB =283J.93' ..:e.. •"", �, �> CENTRAL ANGLE 11"147;F "�.. .az =e• •�o,o ,,, `"" 1 1i1°' . •" CHORD BRA-G = Nl7 153"W m CHORD = 55 70 m e� -. ..xi.+ •'^ • ARC=S5H.60' ., •. _ . „o.. .,o., .gym.• �.an .�.�,o, ... 0 �'. A; ��, .—°�k�a _�'Nar4z s4^W z4e.n• . ,e ..,,, - 11 o� 11 10 f9� Y Y Y Dl EXTERIOR ELEVATION - WEST V.1-1, ZT""ZE B Q e:ao m�,a�°°°x i auz�rvasYs«n Cl EXTERIOR ELEVATION- SOUTH«.°wnE.�o«x ia. - r-0- Lu oo °. — 77t �F.e.m�xx. Bl EXTERIOR ELEVATION -NORTH V 0 3) 4) 5 V C7 j LF F, sroxeraoxr �-� scoxeraorvc cuzwc naeexe�xecweo G scox[vaorvc cunxc srox[vxaxrcunxc sysr[n sroxerxorvceuzwc [xmv sysrem AI EXTERIOR ELEVATION - EAST Baker Barrios TOP GUN GYMNASTICS AND TRAINING CENTER Ocoee, F°nGa 3a 61ea e EXTERIOR ELEVATIONS „,, A201 ITEM NUMBER IV. C. PUBLIC HEARING VERMEER TRINTIY 1. LARGE SCALE PRELIMINARY/FINAL SITE PLAN Mayor Rusty Johnson City Manager Robert Frank 14WER �'�/ 0 C 0 (>- (>- florldo STAFF REPORT TO: The Planning and Zoning Coion FROM: Michael Rumer, City Planne DATE: October 9, 2018 Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver 111, District 4 SUBJECT: Vermeer Trinity Large Scale Preliminary/ Final Site Plan - Project# LS-2018-01 0 ISSUE: Should the Planning & Zoning Commission recommend approval of the Prelim inary/Final Site Plan for Vermeer Trinity? BACKGROUND: The subject property is zoned C-2 (Community Commercial) and is located east of west side of Ocoee Apopka Road and the north side of Palm Drive on the northwest corner of Ocoee Apopka Road and Palm Drive. The subject site consists of two parcels approximately 8.69 acres in size. The subject site is currently undeveloped. The subject site parcel ID numbers is 18-22- 28-0000-00-012 (5.79 acres) and 18-22-28-0000-00-097 (2.90 acres). The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use — Zoning Classification Exis--ting Land Use North Commercial and Low Density Residential C-3 and R-1A City Drainage Pond, Park and Vacant Land East Light Industrial 1-1 Vacant South Commercial C-2 Retail West I Low Density Residential R-1A I City Park and Pond 77---J DISCUSSION: The proposed Vermeer Trinity Prelim inary/Final Large Scale Final Site Plan consists of three building totaling 89,350 SF. The site will be the location of Vermeer Southeast which will be the regional headquarters for southeast U.S. and Caribbean. The Vermeer Building will provide 8,000 SF of office space with 10,880 SF of warehouse equipment storage. The second building will house the corporate site of Trinity Tile. Trinity Tile will have a combined show room and The Planning and Zoning Commission Meeting Date: October 9, 2018 Page 2 of 2 warehouse of 45,416 SF, The third building will be a joint multi -use building consisting of 17,054 SF between the two users. The site will use City potable water and sewer. A public minor lift station will be constructed. The project will provide on -site stormwater and attenuation in the City pond located on the west side of the parcel. There is a City owned and maintained stormwater pipe running on the north side of the parcel with an agreement to utilize the existing City Pond for stormwater. Access will be from Ocoee Apopka Road and will need to be permitted through Orange County. A secondary access will be located on Palm Drive. A realignment of Palm Drive is being provided. Staff will discuss I greater detail at the P&Z meeting. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on Wednesday, October 3, 2018 and reviewed the Vermeer Trinity Site plan. After discussions on road alignment and utilities, the DRC voted to recommend approval subject to final comments being answered. 0 if-ml a a *!I-#] T, I T, 1:4 11, 1 Staff recommends that the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Vermeer Trinity. Attachments: Location Map Zoning Map Aerial Preliminary/Final Site Plan for Vermeer Trinity Location Map Vermeer Preliminary/Final Site Plan f �f L� J - r rl -L 4 Coral KeY tM Vermeer Preliminary/Final Site Plan Surrounding Zoning Map 1 inch = 487.785688 feet 160 80 0 160 320 480 Feet Printed: October 2018 QSubject Property Unincorporated Territory ® and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies ar cn AWW Ne r� v Q - 0 c - _. • v JIF �hel ck Key F • Ced`- Key �. Pine Kow, — !Ir, Iow, San Key - Silver Star -ouroe: E � gr. o Eye, E ohs ap E/ it s D U roGRID, I and t ti s r Commu,n t OWNER: WESTORANGEPARKPROPERTIESLLC 110TAYLORSTREEP OCO 34761 EE%FL ONE: (407)4-9015 EMAIL: PRES30N@PRESTONPG.COM APPLICANT: WEST ORANGE PARK PROPERTIES LLC EE,J FL STREET' OCOI10 34161 TELEPHONE' 434-9015 —EP EMAIL: PRESWNTON@PRESTONPG.COM CIVIL ENOMEER: CAR S A. BARRIOS, P.E. 605 ANEYAVENUE, SURE C ORLANDO, —A 32803 TELEPHONE: (407) 286-2610 EMAIL: CBARRIBS@STEPHENSBARRIOS.CO SURVEYOR: L& S DNERSIFIED, LLC 405 —E HOWELL ROAD STE 1001 MAITLAND, FL32751 —PHONE: (402) 681-3R36 EMAIL: SHERRY.MANOE@LSSURVEYORCOI LANDSCAPE JASON P. BRIDGEWATER ARCHITECT: 3162 —A DRIVE DELTONA, FLORIOA 32739 TELEPHONE: (402) 310-5562 MAIL: JA ESONBRIDGEWATER@GMAR,.COM GEOTECHNICAL -EAMAN@ASSOCIATESMC 81108 S—GE AVENUE ORLANDO, FL 32809 ENGINEEIL TELEPHONE:(40))855-3860 Ilk EMAIL: JPARKER@ARDAMAN.COM UTILITY CONTACTS PRELIMINARY / FINAL LARGE SCALE FINAL SITE PLAN FOR: VERMIRTERR\- TRHN7Y 441 PALM DR OCOEE, FLORIDA 34761 PARCEL # 18.22-28-0000-00-012 / 18-22-28-0000-00-097 LAIC] SCALE FINAL SITE PLAN M A WATER: 1 CITY OF OCOEEUFILrHESDEPARTMENT CHARLLS SMITH. P.E. TELEPHONF_ (407) 901 3159 EMAIL: CIIARI.CS.8MITII@000EE.ORG SEWER: CITYOF 000EEUr1L1T1EEDEPARTMENT MILEN WOMAC14E.1. TELEPHONE: (402)554-l- EMAIL: MWOMACK@OCOEE.ORG ELECTRIC: DUKE ENERGY S—ON DEAR TELEPHONE: (402) 8M- 2162 EM B. SHARONDEAR@PGNMAILCOM TELEPHONE: CENTURYLMKWINTERGARDEN TY LESLIE TELEPHONE (402) 814 -5293 EMAIL. MICH-T,LESLIE@CENTURYLINK.COM lk aFFok�.a°o� 0 the 1-� R 1-800-432-472-47 70 FYI®a"''Q lll„VJJIII AERIAL MAP NTS 0437 u t U P 1 ¢auRua4 - SITE � °uek Llr<I¢ F1�44;9 rc1� valmq,� r.� n • Stec Raad FL 43A �;- ', '? FL429 Tul Ffdnklin.SU 14365IYLT ee- JI4;8 LOCATION MAP NTs PLAN SHEET INDEX NO. 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GE PARK PRWERTIES LLC AFLR342G37 EET TELEPHONE: (407) 434-ems IIIIECT CONTACT. ,ARNORS ENGINEERING LLC. Al Ill C ORIANCO.NEi 328Gl (—) 286-2G,o FLOOD INEORMRTIDN: FANELF2o 12wsc021cE FLOOD ZDNE:I 'wp Apo.......• DEMOLITION NOTES IF III A N °ITH ALL THT �FULLY IIIR . TO AGNo DnLmEG oay. w w a «a a=, E STNC OF THE PUNS.WHICH WouLO UTILITIES, To DE ' �..... •�i�� /,IIII,IT3T IF ILL L ou THE L a PERTY wiHTSL ESNRE ONSTRUII 4 l R)REGONTRIC UND GNOE RE soo G M I I I II III III III IIII III iII I,� I�fl �ir IIII II �I IIIIIIIII..................... M "IIII I' Q Q Q 14 �ItlI1611uiIIW NI ccc��F��S ill 0 In Fly O 6) EXISTING CONDITION (11T TO SCALE) 0 EXISTING CONDITIONS 0 EXISTING CONDITION ao,�rx .. (NO TO SCALE) PERMITW a Co.l� 1 L52NIs DID 18-009 -- EXISTING FENCE TO REMAN UNDISTURBED \ EXISTING STORMWATER PIPE TO BE MODIFIED - EXISTING STORM MITERED END EXISTING STORMWATER MANHOLE N�,. ,SECTION RCP TO BEREMOVED REMAIN UNDISTURBED EXISTING STORMWATER PIPE TOD REMAIN UNDISTURBED EXISTING POLES TO REMAIN 9UNDISRIRBED EXISTING POLE TO BE REMOVED S� EXISTING TREE TO BE REMOVED I_ EXISTING TREE TO BE REMOV—D EXISTING IRON PIPE TO REMAIN UNDISTURBED EXISTING BROKEN PVC PIPE TO BE REMOVED - EXISTING PO ES TO REMAIN L UNDISTURBED I I EXISTING POI£ TO BE RELOCATED p ' _ EXISTING STORMWATER PIPE EXISTING STORM MITERED END SECTION 15" RCP TO BE REMOVED EXISTING POLE TO BE RELOCATED EXISTING POLE TO BE 1 V DEMOLITION NOTES 1. ATTER OWRD NAgE H SERVING THIS UUN_TILITIES ,7110IXCAVATON. LOCATION OF UNDCRf,RO 1NU F Al � UREST ANDSBUILD NGSP THALYB C Rf AS OWN SHNOOR TREASONABLv . PLEDIN G, HERM V-TING SIN 0 C7) FEET BELOW OAGTR"T AREAS AND TO CRIGNAT SOIDS S RESPONC BLE FOR PROPER DISP1111 I' ALL WASTE ATERIAL. (THAT CO O T ER EN CONSTROCTON ANC NO E ON WILL BE TAL ALLOWTD. C nrvo TIRES SHOWN "o _ RTATIONNE11FRG Illlll EXISTING I.E. TO REMAIN I UNDIST1RBfD�® 8 } VST TER 0 DEMOLITION THE CO .ALL STR.�t URIECAU THE E%STENCE AN Ero*GOO AOR pp ``�L"4� ua uy' i S C[D To BE TREES SIT WINIS OR NOT ON TII1 WHICH WCULU NL REMOVED B G, IX6TING POLLS i0 REMAIN I�I LLUNDISTURBED—I-" P CONm RD NALE T RELOCATION EMOv OF / EaGROONDHE UT i�'db�k•FF_`'p``` _ 1_ I PROPEARLF LIGHTS,ND LOT IN THE RIN— AD 0 ON THE i ATE 11-CE PROVIDER. F - - ON I'DNAIE NCB ADD RESTOROE`SD U - _ —_ - - -- - - — �D � EXISTING TREE TO BE REM° I EGRO xL�T.IN OF A ELOR OA REG STE IANO OR). m�m.r ) RCNT CE WAv MUST BE k.. IE SODDED PR OR TO FINAL ACCEPTANCE. LEGEND � TO EIISBENNNERMDQCVE µ° SIDEWALK 04 M POI EXISNNG POLES TO REMAIN u A ' gEIOCATEO q T n EXISTING POLE TO BE RELOCATED —~ EXISTING GABLE OUIIIOOR PEOESTPL TO BE RELOCATED H Kp]1 111---------••FMFF 111111 Ol P \UXISTIN. - SPEED SIGN TO BE RELOCATEDO EXISTING UTILRv BOX TO BE RELOCATED O EXSTING POLE TO BE RELOCATED f` EXISTING OPTICAL FIBER CABLE TO BE RELOCATED EXISTING SPEED SIGN i0 BE RELOCATED EXISTING T1Y BO% TO EXISTING POLE TO BE REL. TED BE RELOCATED �-� EXISTING STORM MITERED END B_ EXISTINGN POLE TO REMAIN UNDISRBED-------­ ' 15" RCP TO BE REMOVED � ' BECKREMOVED SITE EXISTING SPEED SIGN TO BE RELOCATED DEMOLITION IXISRNG POLE TO BE RELOCATED EXISTING STORMWATER PIPE TO BE PLAN t•-,- MowFIED ATc tl ON/NI82018 j IP T� RAT DN rvoELE [c Dcs NOT Don o"TT0 S BALL 18 HOURS fPORE roU DIG O It's the Law! BIT or.NINL1-BDD 4324770®gyiN PERMRq IS3018-0LO ^/ CO.` Al,C quo a RIB-009 I I` i _ PARCEL 13 106,867 SF j — 2.45 AC S 8 .I PARCEL C ' o 63,816 8C x 1.47 AC b 19,422 Su ` 0.45 AC \\ —_— \ PARCEL D 25,256 SF \ 0.58 AC] \ \ \ i l Am.�m� �. SITE INFORMATION MARY OWRALLM 76 ;.,m7 SF 2.45 AC ;6 x PARCEL D: PALM DR: 19,422 SF — Ac 5 % PFRIOOS' PROPERTY AREAS CALL 4B HOURS �MAxn ea wie BEFORE YOU OIC ®0, �® OpEs " Qxiog�wlg It's the I,® RRo�,�DD-43�-�7>oe� x xe s��rz ox� o c PERMR N xo LS2018-010 ealB-009 C /L. ' SPEED LIMIT Aiv ..—T 35 CP lo I" I.C.-ICIT c � aE SITE INFORMATION RL D ,6 22 a oDDD OD D„ _ DD DD 0,2 , BDOO DD O5, ' 26 DDDD DD O 2 '� - USETREE EA,RM - -- P0. 19 23 2P 00 az 9 2T uY BARN STING ZO NG. T COMMERC aL 9 9.. "-I2-- s---- _g ,� O EnsTNG HI. C AL ` ,a Fr PRErwsr wAu 9 ;. m m o O ovmA PARCEL 369 eTss E c ROD x S. corvcreETE 9 _ LcxT POLE (rw7 - PA ass A z cox PavulENr MARKwcs D EN BARGEE A ,19 asz IF aoo AD ras x eD ARoor:'u "`R vEwcLE cAres� f' +- m anRcei , e6T s` U' nc is x coR IPE LON c ?U E PA. DR 86 SP 0.. AC 5 x ENCLOSUFE N� 0 PRE-DE—DPMENT FIRE HTORANT II ,aT POP.) CONCRETE sID ] iMPERtnOus I20.ax6 sr 2 n Ac 32 z C Ie z LIGHT PaE (m.) PE@114V5: 25T O pAgGEI A (TOTAL BULLING AREA 25.850 5r) waj RYt IRACKj t RN LANE (,3 EMPLO EES, GIKE EG (,, DD RE) RF• R P SHOP 1 0,880 SF S6 I OFFICE/RETAIL 6 OFFCE AREA '8, oo IF -TOTAL — w PARKING SPACES o/25G IF) TOTAL PRONDEO 85 PARKING SPACESNG SPACES 6 0 F.F.E=125.0 I 8,000 SE Ra., ] D a 26-DDDD-DO-D6RB (,DIAL EDLDNG AREA 45.416 SE) PARCEL A I F. F. E=1 25.0WNI I � a LIC R ARE�GSE A EA 3a a,6 SF , PARKING =PAGES o EMPLOYEES) RETAL AREA 5000 SF 25 PARKNG SPACES (1/200 5F) r uu,AAA y P3 OFFICE AREA D SE 6 PARKING IPACES 1 1/250 EF) B BOO D'3rAL PRONGED GB PARKNG SPACESNG PaL S� d reAMP WALL UM NARI .' CO.. P L,. (TIP 2,66 PAL I aOPA i - ES (nP) 18 R VENICLE G4TB-, B m 1 6 OUR. (TIP.) cEL c zD W a:0 6 * a g y J (TOTAL GU LONG AREA sa sF) :o•:A bra+; KING SPACES vavEMENr MARKINcs l'oP ~ wEOLN ssGD RESTAIRANAREaEA a DOO DD sF - n PARSPAc9s a + BLO ''%'•� •�..:A•`; a Ip5 IF (SHARED PARK O e) A��I p0.0AAA (y) I �/ OFFICE AREA - T2Dsa IF = BS PARKNG n/2DD SF) - to WALL 6 4 g 8 TOTAL PROADEO 33 PARKNG SPACES -\\ 13 TOTAL PARKING REOURED 203 I —IS POLEPARKINGlEGIlAl SPACES PRONGED SEACES BETE SDEWALN ,8 ICAPPARNNGSPACES PRONGED - 65 PACES cONC TOTAL PARKING PROVIDED - T8< SPACES N cuED NJI ADEWA t v M PARCEL A F.F. TI E.= 125.5 Ca A OUtt J PARCEL P 1�w MENT ALL LUMIwm J P uaa (Tm) I r ruRN LANE lYl Es (,ro.) I Two Y — a �I MATCH LINE A.Fl. FT rcN CLE CAIE = �s M CH'2 LINE W 6 LOFCRE (Ba ro au —] 6I ITE IRMIcPNN» O DI O 1011R7 ED LGSDRE PROPOSED PA EM NT M RK NGS MG o w IL CONCRETE SD W I. AND S LIGHT POLE (T.P.) 36 C EA BUILDING P, LIGHTNn Pv eN AR LS) C'R6 45,41 6 SF e wAn�'D WALL LUMNMIEs STADON : E. SITE ( SPEED FT PRECAST -ALL -- UKIAN90�N JON ICORE MARKS (PER DOTF. F. E 1 25 5 ROP ET 25 3i0) PARCEL R DEK SOLD WNEIE LNES (PN) C. LORE (P.) [E RI . GEOMETRY 6 C p n v MERr t (P IALLS, R n ro p26-Dodo D�D56 PLAN ( R,D STP G N�FIYLE N- MEN 63 , SOLID 'O LI.ow LINE a 6 9 u RB (nP) 9 9 8 , E NrM : CALL CB HOURS BEFORE YOU UIG It's the Lawl �� 8P D09118/2018 RA er firxD.. I Sa •� 9�M PSHFwvr ov, en aXt-e000aa2—ano®L` c1 1.O O _ _ • WHR \SN� — CURB (TmJ mg4PHALT f I.AllPERMITM ' LP2018-010 P IB-009 `PA�ENfM —NON Res PC16 FT VEHICLE GALES 5 a '- K CONCRETE eoLLOARDS Ri 83.6 a`D - AivENCLOSUR 6N CINFERINS, tKt. v,u co RAG AND UG ENT N PROPOSED ...NONHC " P°� n P' e ERVIC AREA DNLR E gOw BUILDING 45,41 6 SF 0RB"050WA Rs HTHPARN 'NO PAETAURS� ii D 9 P.> EKPA MARKS3(PERDIROT F. F E=1 25.5 WALL LNMN REE (P) - PROPOSED LION 25 D�T WALLD, ORE PARCEL R SOLD WRITE UNCE (Purr) 6 CURB (P, DtkD 10 ` NLNS DP SITE INFORMATION Rjz ED MHL (Pat u rc) EN KING Sf j 2 12 N) 52.9 CURB AND SDEWA Do 00 Ot2 CID I HTju,EaP GO N F Tr COMMERCIAL Bi NR,HG RPGR yN $PEED _ TW COMMERCIAL 9 9 9 b• CURB (TmJ 8 '& — 5 Ae A, rEuow�rv50uD LIMIT ° �a`9611 - 55 a95;5 HFA VIULirc C.NE�oRTMENT CURB I—) �p=N o — — � y� .11TF STAR-- —_ �E"- MARK Nc _. � � � � — — 400 AL CEO9 10686] BE anacEL c1. � CH''LI1�I 6 CURB ( P) R1 Mpxw v RIPING mP> R,a RR (nP) a"' 11JATCH LINE p 5 x R3 9 NG o 3 9 PE -GREASE ERKCU� GE 1(29 ED WHITE TEST ON CENTER E �imNOE%�Wpd�Yt va . NT po 6 M x5.fi80 WATER METERS AD ALKFLOW PAL NiORS eIKE RA I' ING '10 WHEEL STOPS (T TOTAL) ETE SOEWNH PAPLE69 (IOIAL BUILDING uc. AREA SE) GONLRE AU N HmoITAP SON (6 PLACES) PROPOSED cRa 't, - ES (13 PLOPEES) F caNcreETE wauc _ SHOP AREA ,° EM —ANsw GDNrs AND � p ' . ; reETAL AREA = (/ DD SF) DNLd�T O ES(. TOTo. N SCDRE MARKS (PER POOR �".- HANDICAP RAMP MULTI —USE BUILDING �W o OPPCE AREA SD SR) 6 a )) D nCrne WARNING 7,054 SF 15 PARKING `ES RDNDEO LISP DEwALK HANDICAP SIGN IN P_,N) F.F E 124.5 PARCEL C y — TOTAL (TOTAL . - ) 1 (I EMPL DES) 20D BE) R _. _• oPEw AREA Nr, spaces �r.......v RETAIL AREA s -.. 50 s) TOTAL PRG�IOED G S L5 a = ea. ,. 2,9, W�d'w ergo:E" A vnacEL (TOTAL BUILDING AREA 1T 05p SF) iA i y EA RES AN - O (SHARED SPACESA e) ''a�'b� j1.TN MED DrTCE AREA ES (1/20D°SP) G1 PARKING CONCRETE SIDEWALK PALM DR TOTAL PRONDEO 33 pARKING SPACES SPACES TOTAL PARKING REQUIRED = 203 SPACES EXISINI PROPERE IACES aNDLGAPPPMKINCSSPALESPPreCNDED PACES TOTAL PARKING PRONGED tea SPACES PROPOSED PROPERttLINE � � M STORM Q WATER I-1 N POND_gi�ROE IN— 1­111. CENTER USE D 4 R+ a41 \ .( 5 e. SITE GEOMETRY PLAN n"i CALL 48 HOURS EN ^TR % ffFOfQ YOU OR G M09/OI B/3018 — 34 x _ r It's the Law! >:r an a I eoo ass ano aj®q I 3n 1 1 r xE STI. ox L c ILINRA. we PE UMR7A 1 1 L5201K-oI0 P I8-009 e n6e�xu x L .,EE......PLy� PROPOSED TIx I 1 BUILDING 45,416 SF F.F. E=125.5 s a \ P 9 \ a STORM STNUCNP£ TABLE STRUCNRE DETAILS ORA E /RIM C.O.-13 SAN. CLEANOUT INV. 12120 (612PVC N) DRATE /2R1 123.95 CO.— SAN. CLEANOUT N 31 (6- PVC Nj INV. = 120�21 (6' — SE) lE / RIM = 123.30 -'-IS SM. cLFANOUT INV05 INV. = 116.94 (6" PVC E)) C.O._I6 SAN, CIEANOUT GRATE / RIM = 114.90 - 120.50 (6" PVC S) RI C.O._I] W CLEANO T INV. = 116.]0 (6"2PVC N) INV,= 50 (6" PVC E) TF C.—IS SAN. clEaxa i2R.10 1612Pvc E) 1E / RIM 2-11 C 0-19 SAN. LlEANOUT INV. = 114.J2 (6i' PVC N) INV. - 1I462 (6" PVC 5) INV. _ (6" GRATE /RIM= C.O.— SAN. cLEANO i INV= 11830 (612PVC SE) - BO (6' VC S) INV 118.SO (6" VC N) C.0.-21 SAN. CLEMIOUT INV, = 120.00 (C PVC N) S.1 C o._22 SAN. CLEPNOUT INV. 11 6 (6°2PVC S) = SAO (fi PVL NW) 'RATE/ RIM = t2a.96 C.0.-23 N. CLEANO T INV. = 121 (1 PVC S) INV.= 32 (6, PVL N) TE / RIM = 1-7 C.0.-24 SAN. ClEANOUT -11 C.O.- 5 SAN, CLEANOUT ORVATE 12RI00 (6124.2 E) FO-1 BOON DRAIN a 120.94 RATE /20 ( = 6 6° VC S) lE GT-I SEPARATORIN,_ 12D II.((121.22 31 (6" PVC S) / 1 M. = 12o.a] S12 Rc— REASELIRAP INV. = 119.J0 (6" PVL S) IN,= 46 (6" Pvc x) GRATE / RIM = 113.35 LE-1 LFT STATION IN - 112.J9 (e' PVL W) GRATE / RIM = 123.65 SS-i N. MANHOLE INV. = 116.10 (e° VC W) INV. = fI6.DO (e' PVC S) IRITE 11415 = 123.69 65-2 SAN. MANHOLE INV. INV. INV.=113.41 (6• PVL G1 ENGtNFERlNG, 11e. It ApS�f �N3 ov W w a`mkw Oi�m SITE UTILITY eoo-.2-4no PLAN NRO ezAce a9i�at c. ��7� C�P�C�O� ��0�AA,� AND 11SEuol� C2.0 PROPOSED BUILDING 45,416 SF Gf IPA @lbbry ` _ F, F. E-1 25. 5 e T f- rnDNAL ox« wT r CH L1NE mNNEROMIFN, x� P`� 3 �rv� MATCH LINE Jl— IEE 0 6 NxIEANNNGA,6 \,.` l0mNlrv6v x 0x 4l.f Ofe wcss Pta05a � KEEP urvsl Ern O EOf ���� A PROPOSED i1G6. o P> MULTI —USE BUILDING 7,054 SF o F. F. E=124.5 .N-1E6 . A. — 9 g - !Tryry I� Y S TR CNRE TABLE SRNCNRE NAME —E I—TMNE ATE c.0.-13 SAN. CLEANOUT 120 (612PVC N) VC S) s N. CLEANOUT INV, 120.3, (6° PVcN) 120.21 (6' PVC SE) SHATE RIM c.0.-15 A N. CLEANOUi 11 (6°2PVc NW) NV 1,894 (6' PVC E) C.O.-16 SAN CIEANOUT NR TE 1 RIM (612PVC S) / RIM =,23.65 O0.-1) SAN. C.— INV = 11560 (6° PW W) - Nj ,iB.o (': Pw E) O ,6 N CLEANOUi GRATE / RIN - 12483 INV. = 12050 (6' PVC E) lE/RIM 12356 C.S.— SAN. -ANOUT )2 (6° PVC N) INV 114.72 (6. PMG n INV 62 (6, P 6) GRATE R ,23. 9 co. zo SAN. CLEANOUT 1 INV. 1e, (6 PVC SE) INS ,;e 68 (s• P N) Q.-1 SAN CLEANOUT;RATE MOM 1243] NV - 0 (A- PVC N) ATE / RIM C.O.-22 SAN CIEANO T GR NV - „916 (6"2PVc NW) GRATE / R,M I -SS C.O.— SAN, CLEANOUT INV 119.42 (e' PVC 6) INV.1,932 (e PVc N) 'E RIM 123 AN —OUT NV 1 96 (6Vc W) INV. = "S.66 (S' PVc N) (O 5 SAN, —OUT NRV­ 1200a (6124.28 E) .-I GGR GRAIN CRATE 94 126] 12 NV. a (6 PVC S) ORATE 121.22 .11 OIL SEPARATOR 120.64 (6PVC N) NV.-,2031W VO S) M6= 120.3] G 2 EASE TRAP NRi 9 6 P �> VV. IN LS-I STATION TE 1 2 9 (e PVC V✓) ATE t23.65 SS-1 SAN. MANHOLE OR o 116.10 INV , (0' PVC W) INV 11600 (6' PVC S) II SS-2 SAN. MANHOLE ENV, 1,451 (S°2PVC S) INV. -3 l (A' PVc E) It's the Laws a �� t-eoo-aaz ano ®yoa SITE UTILITY PLAN C2.11 FDEP NOTES a remlTne� 4. MINIMUM VERTICAL AND H �����mw-.���•� Oft AIER FAO ANO 64-604.auoN(J)SF A.G n� Noi�D EEL.; nFW OR 2 EF( UNDER v SEWERS "II'TEDFLE HIFNIRT- 11 ^1M�AT exM 1111 FIT IF FEE RI"" LAD E. 11 PHONE IFR�IcE I', mTH TELEPHONE SERVICE PRO D� R PRED TO D.NITRUCTON. 11TRA FN CIIYOF OOOEE cONTRACiW SHALL OR NA E CON TRANSrORMER LDLAi ON 0 CONSTR DETNL PROIIIR PRDR TO CONSTRUCT ON L NO CQx6+min ax DETNIe ASsoc ATED COST N ORiO NAL cOxsT F T h PR MARY AND SECONDARY EMPTY CON ti AND v.REs s REIURED O ut+m WNNIm�Rpe 3 _ EL£CTRC Ui LTT PRDNDER wTE. .dnms^eCALE-M O] UTILITY PIPE MINIMUM SEPARATION TABLE UTILITY NOTES " B ED -�`5=a0.i=�3 "I OR DEIIER AS RI IIRFD HY .ILREFAIRON. 0 MATCH 1.ETIxG GRASS T WATERMNN ANO 6ANITARY 'E EAi ONS SHALL FOLLOW CITY OF O—E —I Res+rem+Teel. ETNEERINO I- ILL 1111 ILICTRICAN. M'A mavRNipoAOlnJs{"j ED WITH LANDSCAPINGTFINE(LOG ARRCINO SEPM. SECTIDN E6 tEo CM CA. AID "). (6). L RaLaa �B� +—E eE)RIF UNTED ON &nNINGS THEN THE I -I COLOR OF THE OVILOINO ILL SP CONTRACTOR AT ALL C—EI SHALL VERIFY EIOLTOELEVATION OF MMENLEIMENT RELATED ACTNATIES NORIrY ENGINEER IMMEDIATELY / M OF ANIAN, o� reFvArvcIENs.AND xrcT POINTS PRIOR To lHEED a SE uogsTsu &TrcD NN FqA Sam OF RO waEEEST &wI PSMUBLIC MUST n°nv°°°`T STANDARDS D ETRUt65 ND APECIFICATICNS FOLATION AT pNTEOF TER cDNNEcnoN, rvauowc BUILDINGRA s.s O REQUIRED FIRE FLOW PER ISO '" ""'°""'"°"°""""'a"n° b IFEE k��--I FINE FLOW AREA z6.66O 6F A t.w,.a ��b-��•�^���� 0 �.�. REQUIRED a0W t.SDD CAM QURARON 0IND E6 BUILDING D REQUIRED FIRE FLOW PER 150 �6UTILITY DTNANDN C-0R NOTES BUILDING C REQUIRED FIRE FLOW PER ISO UP. RawunatlP parade „5 CUL 4B NMIRS S 111— 9/og/2O16 IRE Flow AREA TE '"^ m1B N° It'e tha LA REW RED FLOW O2 RESTRAINED JOINT E - 1800 432 4770 �PP�a� a Q.. C2"2 NNNN II , S PERMIT % LIENN I. �18-009 NOTE. COMPLETE SYSTEM TO BE SUPPLIED BY: "LEI'& COMPANY, INC. SANFORD, FL 32773 (407)265-9963 NO SUBSTITUTIONS -NO ALTERNATES LIFT STATION WILL BE PRIVATELY OWNED AND MAINTAINED. The MIOLoed Rmetl Fibergbss Wehvdl Must Ba Menu/acMred By L.F. Manufecruring, Giddings, Texas, Which /ncfudas A W D o 20 W. w_ ly. Certificago.of MewelwellK oMAtlrollrg mullbesuppliedwithsubmittals. H-20 eedTrcel'on must be signed ontl sealetl by an engineer registered in the Shfe of Flodtla. arcerMe H-zo toed read wenvennea bean mseaned, Me asTM cenmro6on Numberend Serlel Tracking Numbamustbe visihle. PUMPS:(3YR. WARRANTY) Submersldegrinderpumps sha06e RILEY Model RC20,58. Thepu ehallbe stgedin Me M-20 GP FRP wehvell un'lizing a dual slide mil system. I hike gdnderunlf stall be capable o(maaeratfng mabdals rormally found In d.memicantl S mmemhl ohn into i fine blurry which will pass (though the pump and Ibe Sch.6o PVC tltcharge piping, winding snail be open type with Class F b.hnoon and sheu be beat- shnnk 0tted Info Ina sWlor lmusing. The sse o/pl.s, belt, oloUmrlsebnlng tlevices is not eccep.abb. A heal sensor Inermosbf shall be attached to the top end oflhe mph, wbding and snail be conrocledfn series with the magnetic or coil in eM1e wnbg�paanel to slop motor ff wlntling femperefure exceedseA 140140 C., but shag soli Ovally reset when the wiM(ng temperelure remms to rormal. T. Waal ae.agr Mermosht shoo be ,see pn Mmepnaae moron. Thepumpm grindereheashallbeAISI430FSSft.,iledblake the pump inl e i let and to gdrbm Impelbr. Upper& lower mechanical seals shall be Sigcon Carbide vs Sgicon DUPLEX CONTROL PANEL (3 YF. WARRANTY) To Insure completeunftendwerentyrespons/blley In. eleIX i,enrol panelmuafbe neellbeel redendbuillbylhepumpsupp/tor. Thepump e,ppllermuat be aTUV;L'60DA CERTIFIED) msnu/econ ft facility, Min a minulmum of 5 years MMory he the rmnofam ohoi, o/ ebcMrol control panels. The Enclosure shallbe NEMA 4X mnimum 30"high x 20" wide x 10"tleep fiberglass whh 3 pmfnl lelcbing system. The enclosure snail be,. external -e-nog /eel to allow for wall moolan, The foUowlng comporont shall be mounlW Mmvgh the enclosure: M­e 1-ea. Red Hbn Beaconn,9S)LED f-ea. Gale Hpm (minimum 95DCB) f-ea. Genemfor Remplarle w/wealneNraal Anver(SCM480-UL 1686) The heck panel ehogbe hbdo led bom.125, 5052-H32 marine alloy ehminum. All component shag be mounted by mXhil.d stainless steel The /Wowing mmponen. shall be mounted to back Pneb 2- ea Motor Coniedors Volt Monitor (f Ph) Phase Monitor (3 Ph) wa W0 & 1 N/C Con act Con Id Tnelve mer(460 Vol Only) (Min. 5WVA) 1-ea. OuplexAlbmahu w/Pomp Selector Switch 1-ea. Model RCB8 5AH Bellow Back -UP wY' Smolt Ch.Mw 20-ea. Terminals For Field Connectons 6- ee. T n en re For Motor Connections (Single Phase ONy) I be Grounding Lugs i- on Seal Failure Raley The inner doer shall be Modelled born .090, iM2-H32 marine allay eluMmrm. The in-neor shall hone n eenonvovs aluminum piano hinge. The following component shall be mounted through the innerde- 1- on. Main Cimuft Breaker 1-ea. Emergency Circuit Breaker 1-ea. Mechanical Intedock For To,,c Arb Mel. Breakers (UL Lille) 2- ea. Short _t Prpbcbrs w/Auxiliary Ccntds Con. Chcve Breaker 2-ea. Seal Failure Indicant Lights 1-ea. Han0.0H-Auto Selector Swikhes 2- ea. Pump Run Pilot Ughls 1-ea. Power On Pilo, Light Elapse Time Metro (Non-Resefade) 1- ea. GFI Duplex Convenience lnee oxE%o"uio� a R'a the Lawl 1-800-f2 E47 0 y� ®a RILEY & Company, Inc. (H-20 GP) w/BATTERYBACK--UP FOR AUDIO AND VISUALALARMS COMPONENT SPECIFICATIONS: All dreuh bmeners shell be molded fhelmal magnetic. Tne maehan/eel Inbrbck shellprevenf Me normal ontl m17one, mein Meakeb being energized et the same time. An ameMeney generator receptacle shall be supplied in ttordancewlth DEP,bnderea. Thegeneronrrecepmcle sM1all be edequalelysizedfo meth the equlpmenl opereling rondhlons. NEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OR 230V SINGLE PHASE POWER All. -snort e-ftP-.19on deW-moat1ro Iw under volfaDe reto-end class f0.-ed pnefeefmn on ell 1Mee phases. Vis16/e Hip o e ning i nest, ontl reset capehlllty ,,je "vldaewnhe tin., xing lunar Boor. Open/ram a, acrossthe line, pel in.-, n ora¢hellosfieneenrlEC Co... ds Ih.DpnoWdafzeeperoomotor requlremenb. Contactors sM1eUprevlee /orlle rouchpowerend control Lghtning Llghml. ..1Ar shell meet UL 62.214 Etleion or exceed the 8.7.l 0be o/ANSI/IEy bAlt w,en1994lfldba.be one B. T.3 shell be supplied by electrician oneed If the on Me boham s/tle of lM1e swich dlaconnat heolthe pump fro/pane(. A phMA .1/fOoeshalleesupplied forsinhephaseservice. A phase monlforsM1ell be supplietl /or (3) phase service. A green pilot llgM shell besupplied Mr each mIXor. The pilot .c shsllllluminare eachtimethe motorIscalled(orun. Eecn pump anal)M1ave ann EM T/ma Meter fo bcoro' Me umulabdrun time. The ETM shell be 2"dlameler, ttable, six dlgn, Totally encapsvlaladun/f. Dg_llo-11" hell be supplied /or confrolpower. Thepllpf I1gMsnell illuminate when the cantrolpower is avelleble Insue Me Rye eh,panel. fel belce-cubeplug In type. Relay canbfacsM1ell be rated jo 10 ainmp oilliounnkli, a ,11 be Twenty . 1..0 b shell be fiu.Pe velar one. connectlona. The,onleis shell be ratedoe empa minimum. EaM motors over-bmp ,11 ebi l I too shell be connected to In. terminalnoteled shellopenap.. tonhhe In. the Appropriatemoronloon aptI eemperefu wRhin the moor. A 16 Amp GF/ duplex recepfac/e shall be supplied ontl Meaonme bnmdow. mIXorantl foraeMce Grountllug„hell be entroneels sup ontl apProprierely s/zetllor each e. MISCELLANEOUS: All wiring on Me beckpene/ahellbe contained wnh/n b. w111ng duct All wlrfng between fha fnnerr/be and Me back panel shall be conbfned with in a Pin bl spiral wrap. Each wfreshaU have a wire hum wch entlto coneapontl to the ea bu/h drawing for gale fro lesnoeningMfng. The ronfrol peal mum he hea menulaebredln-house by Ilrc abtlon aulNxllerandbee TUV(UL60aACaHilied) laoi&y. FASTENERS & APPURTANCES: All laalen ne, liking cables,.1 lonin racket, hinges, eAdo,pud....... shall be made of AISI 306SS. A 304SS slide/lefch assembly shell be pneWdad All holdbg Me doors open on the welwell and valve box. Sneer ailsshellbemetleof SGH.b AIS130 SSpipe. Pump lircfng c.bl,, shell be merle of A1S13o4 SS. Pump b1bing bales shell be metle of AISI 3W SS. II-20 LOAD RATED WET WELL WITH LIFTING LUG6: No fiberglass wefwell muss be H-201patl rabtl wgh Inleorel gh/ng lugs 5berolass dg "Lei-o( wahvell and valve b-Cedffcation of the H- Ae,I m0 usi De supPlietl of (ne lima.tsubmlthla to Engineer. The wefwell mall be manuhefwed of fibe glass reinhrc er lFRi'1 o/tle0ln and diameterf shown hell st nelevaflon detail. slid The wallgrfeke, shell the H-20L in, MedaOM of the welwell to maimain the H-20 LOAD RATING. EXECUTION: Insblhgon shall be In eoXI.im iece w/M the 3.12") EIEL INSTALLEL neenuracto re-old.Ue. In in. inbe ns FOR ELECT shown mr Me dre Mg. CONDUITS INSPECTION &TESTING: Afxtory else-lieNe Abell be Ilene Lora one (1) flme stad-up and shall INTEGRAL have o3mplete kn bniie of the proper onemgon and maintenance pre Pm system. Megger Me motors. Thepumpmotorssho#be meggetloutpliorwih-le-upfoensme Matihe COMPOSITE% naobflonofthepompmolon.bNminfact INLETSLEEVI The Pp -.1e orb Pumps shall be checked for Pomp machanfe.1 efabfitly A. ProemoPemfion. g BOLTS PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY SBGPM TOPOFWETWELL 124.00 PRIMARYTDN M'TDH INLETg RT 113 PUMP MANUFACTURER HOMA HIGHLEVELALARM LA 1113E -MODEL# GRP 16/3 .1 PUMPON (LAG) 112.62 R.P.M. 3450 tat PUMPON LEAD 112d2 HORSEPOWER 1.5 PUMPSOFF (OFF 105.32 ELECTRICAVVOLTS/PHASE 400V/3 BOTTOM OF WETWELL In— PUMPDISCHARGESRE 2" WETWELL DIAMETER 60" h ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE x 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES x & ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS `4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT • 5. CONTRACTOR SHALLVERIFY POWER SOURCE PRIOR TOORDERING EQUIPMENT ` 6. NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V-SINGLE PHASE POWER. RILEY 8 CO. I H-20 GP 11.18.1] 7T-,7T'x36" CONCRETE SQUARE BASE SLAB AS PER SPECIFICATIONS wl U4 REBAR M' O.C. S.S. ALUMINUM COVER FIBERGLASS VALVE BOX(LOCKABLE) M(LOCIU BLE) ACCESSHATC-I EMERGENCY PUMP -OUT r- FIBERGLASSWETNELL //r w/BALL VALVE H-20 LOAD RATED / 2.5" BS (04 D0 PSI) PRESSURE wl 26 YR. WARRANTY GAUGE wISHUT-OFFVALVE NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" ALUMINUM HATCH (LOCKABLE) RILEY & COMPANY S ACTIVATED CHARCOAL FILTER VENT FIBERGLASS VALVE BO% (32"x 30"x24"DEEP) coxrssi Paxe �rec rs aruu town°omouxreoHa wopLLlAwas scRMe O caLacrNawx INI i Sloss swmxaa cuewT Ts) NOTE;ewr o `To EP ors ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY (,P RAP") - MIN. 2' HATCH(LOCMBLE) 1-INTEGRAL FIBERGLASS SLOPE -(2")CAST-IRON FLANGED PLUG VALVE (2") CAST-IRON FLANGED CHECK VALVE 1 SC . PVC SLIDE RAILS 1_' SCH.40 AISI 304SS PIPE CONCRETE GROUT TO PREVENT FLOTATION 4.6 CU.YDS.MAKE MONOLITHIC POUR WITH BOTTOM SLAB & POUR BALANCE OF CONCRETE REQUIRED AROUND WETWELL -M) BASIN ANTI -FLOTATION WETWELL BOTTOM BOLT& SUPPORT DETAIL PUMP DISCHARGE BASE 72. eoL`Ts WELDED TO A se NCHOB IITE EMBEDDED IN FIBERGLAW �ARIoS w4rNabnenvO. ue. 4 :d,� D,. 2' rrdb� i 1Px�sx: LIFT STATION DETAIL 31 n r ?C m O SOIL TRACKING PREVENTION DEVICE O TEMPORARY EROSION AND SEDIMENT CONTROL NTS NTS o-- r �' � 3 i O TEMPORARY EROSION AND SEDIMENT CONTROL NTS s� O O COMPLETED EQLET NTS �p [[e. uem�ai�RtNG. GunrHI� SCALE EROSION/POLLUTION rn-KITT7(1T ATf1TFC wuaS1 A— f_ TTAT c„s cF s E TES. Tc. E° IL IL11D ALL1.-, ° LF,° LL aE 4 corvor nrv, r+ic< iu �ov:.Giir.Tiorv. _E c iiE�o s. GAI SP P I111 tALIL IIIII,I¢+1 d•� -8. �u wGE VI 'O:> z n4:y e )dbJ ♦ Pa����`` ' GE ,G II—E AID EN III' d xA o M TI,- _- 11 n IsaE Q Q ° .. IL 1, -� THI I 0 1 °�T < �. .TIGER°A- rC.N'TR,OLPLAN EROSION OBEBroUOG EP 9/1G8I2018 IPa the L-- �/i 7, I IF c4.o 1-800 432 477, �p :xwa zuh oxE uu rc noao, c. PP.RMI'I'N tx nne �� of a RPF s DPERT.. B,�PE) F ,. sTAxDAR�aB LA FEE, ED AOF;AN E A; OF°HANDICAP STRIPING NTS IN I!!I II'I H OWHEEL STOP NTS ■ s Y RECTnox or TRAIL -LINE ol(III DE;AU oME 0 o d 0 0 0 0 0 0 0 PLAN VIEW TRUNCATED DOME 14 DETECTABLE WARNING Ps (uIF) cm+ NTs ID D>wTE.)�FD DOE. NxFT o - UP TM ER EULDIRG�k- E O HANDICAP SIGN O PAVEMENT MARKINGS NTS ■ NTS -E SIT LAN III rp Dax .No Pa<.x.. raw wulrl �. < e \ � x xuwvem lmrn m Q .N NFLr(-xxxc) INA ..wo �.�..w mw. Q S'w, nAi'K*mEcnv xnn� •uA"o moss stop, SHALL RE o.I, °R RAnER. iRnx NFiCl e FIAT 1111 DR EcN oN D RK ( ETB IN— OR eR Px FREE) B.nMoa°,i.r>"oi°NPic" o as,e'ooiEs Rzs"FE`,,, IT IS 111, NOR (E�rL vmE �— vExExT (i — a��e%is1. ,vi�R'E B Sl ASI E E xoux,— m G U. ¢[ slowRUTIUAI mm ORl BEEF RA45-1 BDIrt Onu .m) ues A n� ^ xmw xouxT E� M S SPAus. NFD,N.,.a — (> RI O BIKE RACK NTs l- -F,D - (DOX s x-°Tji Farts. (WucA 1.1) F CAT BE 2 „. eAn, (FUN.) sFAa BE xD DDRx a�",°=- .5- AD" BE Uv 11 SAW .. ,rC—USIBB 1— DE N TAREFIRNODN TU 11 MONOLITHIC CURB AND SIDEWALK 1p 6" VERTICAL CURB vs (Nix.) NTS PSI (wN.7 NTS TYP T HCLON TYPIC6L PAVEMENT SECTION G,i, I'll "1 S-Ix „sRNAET SURFACE <.DunsC Q ,_,/, ,NCR AEPNAE, SURFACE COURSE mPE S-1I1) S , 111x ASRxAET UNDER CEIRSE Q i�RHCNaIo�.auzEo sue-eASE COURSE , A INCN NNERDCx 11E COURSE aBR - ,PD) D—s AREA A, ,z IPCI S,AUN,ED EBe-EASE COURSE (NOR - AD) SIDEwAu< A, PROS AREA 5vERFCAi CURB ©SIOw,.Ex 0, «,.xncAl tune I P`— P.RANE ER 15 LIGHT DUTY PAVEMENT SECTION 16 HEAVY DUTY PAVEMENT SECTION NTS NTS ;FOBi FDEx „BRD „xxl, INI .1 POST SUED I� 117 , ExP. IU „w) CONPRETE BASE O STOP SIGN NTS ioDSEo EDc caxwl.x wxs w� �T-AewT N/a^ PRELVE' AxA„ s,rzly) sx.0 eE E,ow ,Dv a wAx. IcoRssvNARu (r DEv,N) sxau xE a• ("A..) Dc. OCONCRETE SIDEWALK >saD PN (Nlx) LIBIL ,ISAT FOR IF FORe v1ACMsi%uc ,.crcs n"N°PN�cRss .RE. 'LC ye �R A D,IFAND RA.1 DO BRR —NP " 13 DRIVEWAY CORNER RAMP sTDc. Psl (Ulu.) P.—TE NITS �o;'tiina�`�• G It — A Qo P, w � W 0 U 0 DETAILS IPAPPIBU PRADE SHEET 17 RIBBON CURB ".— Ps B.B.) NTS 5.01 O PIPE BEDDING AND TRENCH NTS CITY OF OCOEE 'moo Flee &dYM.MTrenN s.�i.. or<.e..a. 6 VeM� O r7q- VALVECOLLAR NTS O CLEANOUT NTS �mmmmmm �mmmmmm Mmmm' mmm m� mmmmm Mangan® O RESTRAINED PIPE TABLE NTS -------------- PIPE LOCATING WIRE \- — NTS �o©mmmm mom©©Doom O DUCTILE IRON PIPE RESTAINT TABLE NTSf; FiICINFERn�C, tce. DETAILS SHEET C5.11 MITI%- O T=L TRACING WIRE LOCATION O PIPES/ MAINS SEPARATION 1p UTILITY CROSSING CONCRETE ENCASEMENT NTs REQUIREMENT TABLE NTs NTs IOF OWEE CIWOFOCOEE ._AOF O"O:ETE NoL L -': -.1. �".D I A02 / f4 a—T u — zz DETAILS 12 UTILITY MAINS THRUST COLLAR SANITARY SEWER MANHOLE LARGE & RECEIVING MANHOLE RING SHEET Nrs IN, NTS AND DOUBLE COVER CRY OF ll*EE A E-OF OCOEE DEE T_ C CT __ C.N--- N.. -N J �xxl ,RIN B. IxxR ��ccgq�� 8���j �� mum e�1°�'"e� J. ._ ._ _ mnU519LaN AAPPROKo � � NT[e: n� I�eraaw a�iearo Nen 2e Mw eawMrpwgw aaexamanuappmxeeANe wH rmaa J/ Iz.owp uL�/F.0 �ae lg pNSERVICE LATERAL Ob I6 VALVE BOX AND COVER 1q FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION ORraL LItt OF OCOEE ;' oeiul. CttY OF OCOEE ` oeiaL CIN OF OCOE 'AI 1111111LLA\ F+1 M Qd 0 a, w W ror \ 0 DETAILS SHEET BN EP 09I18/2016 nu G 2 PERMIT& PBS xo.. C S a `J L5201 B-010 IB-009 ��Ix C IE V DIRECTIONANTS L DRILL mumw..m xvr�-mmp.romxx ue.ca.. x'''r ��ww'' xone; ems .. .rea.axe e ma(Numor s�.a�nl�.unswer�°rov �• _ ew a.ese�� mdm.vm � px.x wm aerx �BLOWOFFASSF.MRLY .� _ _ ,-�..m.�,"°x.'°"e°w, "m:m�,a Mn�°•�aewe"" Zp 21 REDUCED PRESSURE R €_ [ w . O.IRITIE k �a".DE w [LDa D..D ax:war D DE aDDxDDDaxfa, x V,DID � AD w e 6 DrEEGP iszso IAE1 s e (RE "ED xov)eEa "G, — 17 ' I, DDf) DT I aci (I,) , (25). (1znz) , (1.,$) a III °,LLDxs 6 x1ET "xs x[EDE° , °N.xx ,5° [o" T Dawr xEr NLEr e w,LET P PEs w —= c GREASE TRAP FORMULA PBEcnsr OPExx6 wAEr E anEr G w,xxOLE s,EPs (TaP a O[w s[.L SERP ® xn awETwEex Pacers, s—m• " J•OanC xO me .wc„ T„ J ,' [ IlI x w ,•� ; ro."µ ...mw w K��� J L_ I<e DRODEIE LE. - - 1,>��� '•"m , '"encxE u`ieSLxESToxc)—�� -- LO.o xO 11. TanEco ST.xO.ax. PwD OxDEa DwT }„cf oa xT[aE. SEcx �, �s. Toa 11 CoxcaE,E sxREL aE ac xPOaccD x7Tx 23 GREASE TRAP DETAIL xxs ,ono wxE xEsx. sEcn� Zq HDPE MITERED END SECTION * Wuvo x ,. NTs _ (sO OIL O.P<Olm NTs DfAu o�Pi zo-O•� A/4' GRAILLIG Go AIRGI -� sF DIG _ its CD UT \ - 55nnn, ns 8T Tas. ax c umw suwwaawse�. °oWn �, AIR TEB. Orks.�N .ud�www�,....w•.ex.pm 22 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 1V NTs _ tsB1d r Dor - p 1 CITY O�OCOEE ,a' L B s ,s¢wm wnI, lr ux>u c[,u) Arm 'x�xw xmuAD OGE roDT xrcM xJ1 L° 1 s[ r 11111// - P......., .. ey BLY 8018 w ) �ire.1 s cwT. no[ oLa[cnr uroxo[w"`i[nTx c"aca TD "ss axsor Ix° Ludxcu w nemx+c roea.$) z5 DOUBLE DUMPSTER PADIWALL NT5 a vi[ QuwD BM)11 WALL BE Pw Pl nx < D' 26 TYPE "FIR INLET sE wTx xcnvr xxm NTS Ia[ED- 1.) (Pxfus uw.dwd5) w _=<N a p,•i� Go �S4:y :0�:) , ; o :` „ u ntnra�mr�. mwr wn coe `� on # XX Emergency e Call E407-509-2751 °Lof EWKwfLµDx.faI .s x [rnw OILI.x (.1 a2) aA DP oaouRDGO _IEEWA,°mT„°uEAa f u ro PP w [xEEv WPAExo"'epartmen e--i Q o, x.K AR.11T Dw MD f D9 x.xxLL w .8-201 R= wNL WIEAG 1) (II CAL fPIPETE Jt DexD SPEC PIP[ nxD LnaeEa IPIAEna axcaETE t' erl) CDLLna e ix x' 9 W 0 PO GDAx T a ns xeaxm Dr, as eEx 1 O LILE Go_ DETAILS 27 LIFT STATION SIGN Zg MANHOLE CONNECTION DETAILS NTs 29 DROP CLEANOUT NTs SKEET eaoT�ne o09/IS/2018 NTS CIIYOFOCOEE CONSTaDCT wxa xw � rxD.. ItMIT N LS2ol8�Dlo SIB-089� / kr B 392 O.,y /nymm,E•,V t NG Y`r`r"'LLL+++l11AAA}}} �o .76Am ur so F fl a SHOP 10,880 SF OFFICER F.F.E=125.0 8,000'� ,b EY 25.0 n� b I� 2<o I —' S88'18 49 W C 51 'E" ` (•. a� yr 1 a• N88'1849 576.59--------""—"--" u - ': ^ i N�scAa a ' a, SOs �Rear�.oa� a F.F.E.— 124 � �r � boo boo � , _ III m w -- -- - - - - - - -- - - � � O � U s�QE O v� ULLaa3� J q IF Wo u� d3� = LANDSCAPE U �LL e PLAN It'.. e.WaEG�,,.o-.� `.< Q $� wxN reEoaoonnls thlh® Lex7 82 = 1-eoo-aa2-ano LLaa LS1.0 Psi 6-009 BUILDING —-n'«.... PRO OSED 45,416 SF ., F.F.E 1 26.0a ' 9 W 6 A a r Q I PROPOSED h W j i f MULTI —USE BUILDING j j� ! I 17,054 SFU F.F.E=124.5 �I j; O �� HIM ;I F _07i q III = ON �I�IIIIII j UO v v� LANDSCAPE 9LL e e PLAN p� I I a9Qo �a o1�Bnoxe OWI1�0/2018 II's Ue Lawl v 1-800-432-4TJ0 aWo x� i I j U LL� 0 yy ® aEMxo' LSLI ea 8-009 AOOO,n;O.O.�O0C�O @0O4O11L0�OOOOOOOOA;oD OPaD�94Dka A Or�eby,>% O 00 fl '00 Ooaa(O TREE PLANTING DETAIL P.AL SCALE TINE DETAIL BERAEEAW T.oc \—,AAVff�� -8 ills 2-47 a ' It's th. Lavd 1o '1 .M.rx�r�aPaaa.IMa �,u r"�� SHRUB AND GROUNDCOVER PLANTING DETAIL NOT. ACAFF pp��$��a��"Ta�� rvxLw[To rwxTux Fanx ��Na `b I"s �O uoQR yy�b^i_ �✓ a �� xoi,TaxraoximrxrosE KKo,wana. eaN,saeM "k✓�� axaraxosusmrv,[ o uwww.wcwesartLv. MULTI —TRUNK TREE PLANTING DETAIL NOT O LANDSCAPE PLANTING NOTES: 1. PUNTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2. ALLPUNTSSHALLBEFLORIUA NO.I OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3. ALL PUNTSARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. d ALL BNGLETRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE GENTRAL LEADER AND HAVE 5. ALL TR DENSE ISHALL BE STAKED AND GUYED AE SHOWN N PLANTING DETAILS. ALLMULCH PUNTING AREAS SHALL BE A M NIMUM OF 2" IN DEPTH. ALL PLANING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND M-ND SCARS IN THE CLEAR TRUW AREA. B. AMYSYNTHETC BURLAP ANDbR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OFPLANTMATERIALIFNATURALBURU ISUSED.ITMAYBETURNEDDOWNTI30FTHEW TBALL. LANDSCAPE CONTRACTOR NOTES: I. THE LANDSCAPE CONTRACTOR TIE RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING REAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB, 2 THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FORA PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF IGAK COMPLETION. ANY AND ALL RE.UIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PUNT MATERIAL AND PUNTING D LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. d. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PUNT OUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PUNT ST, THE RUNS SHALL RUL.E. 5. TIHE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EMSTING SITE CONDITIONS RIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. e UNDSCAPEGONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTUTIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. T. THE UN CAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 0. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,AND WORKOWING ALL APPLICABLE LOCAL CODES PERTNNING TO THE PROJECT DURING THE COURSE, OF HIS B ALLINSPECL THESITEPRIORTOPURCHASINGMATERIALSTO DETERMINE THAT THE SITE IS SUITABLE FOR THE MATERIALS SPECIFED TO GROW IN A PROPER MANNER. IF NOT E LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR AN APPROPRIATE SUBSTITUTION. - 6APJ210S c�w�niEE¢ING. ran. Oaf¢ m U"a9 3 d 0 LANDSCAPE c¢j DETAILS 0 fjo < � p oKn ceA� OdioBnolB LL,T oO a NT.S. 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G.GE /I x — ------------- j wrsm,im aui �a J/ wreson � •y eauw iom. ,.ss Feu `N+ I .el "u NOT 11-D AM A Al �NT'OF IaEGINNING � 2� 4' 01' =4 E"DG GOO — NA ROAD (S Fp 437) 4-1 -7-**, MIT T�lll JPOINT OF �EgM�NSE MFNT L GRAPHIC SCALE V-2 DIVBfSIfIBd BOUNDARY/ TOPOGRAPHIC SURVEY OCOEE ORANGIETCYOUNTY, FLORIDA 2 SECTION 19, TOWNSHIP 2 SOUTH RANGE 28 EAST - I C I ­ .. . ........ ITEM NUMBER IV. D. PUBLIC HEARING 815 CLARCONA OCOEE ROAD (N. LAKEWOOD AVE.) VMG ESTATES OCOEE 1. ANNEXATION Mayor Rusty Johnson City Manager Robert Frank STAFF REPORT Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 TO: The Planning and Zoning Com.pis§ion FROM: Michael Rumer, City Planner -("A DATE: October 9, 2018 SUBJECT: VMG Estates Ocoee - 816 Clarcona Ocoee (N. Lakewood Ave) Annexation Project # AX-07-18-73 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation for VMG Estates Ocoee at 815 Clarcona Ocoee Road? The subject property is located on the east side of Clarcona Ocoee Road, at 815 Clarcona Ocoee Road (N. Lakewood Ave.). The overall parcel is 3.89 acres in size. The subject parcel identified number is 08-22-28-0000-00-028. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Rural A-1 (Orange County) Agricultural and Single -Family East Rural A-1 (Orange County) Single -Family South _ LDR (Low Density Residential) R-1 (City of Ocoee) Single -Family West Rural A-1 (Orange Count Single -Family CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the western boundary. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. (JPA is currently not in effect.) The Planning and Zoning Commission Meeting Date: October 9, 2018 Page 2 of 2 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....". 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: The property is proposed for annexation in order to be located within the City limits of Ocoee. A proposed rezoning and subdivision plan will be processed under the next phase. Annexation at this time will enable the applicant to design an engineer under the City's regulations. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) Annexation. When the discussion was finished, Annexation of the 3.89 acres. STAFF RECOMMENDATION: met on October 3, 2018, and reviewed the the DRC voted to recommend approval of the Based on the Feasibility Report and recommendation of the DRC, Staff recommends that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation of the 3.89 acres known as VMG Estates. Attachments: Feasibility Report Location Map; Aerial Map; Future Land Use Map Zoning Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER(S): AX-07-18-73 APPLICANT NAME: VMG PROJECT NAME: VMG ESTATES OCOEE — 815 CLARCONA OCOEE AVE 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, CityPlanner A. Applicant/Owner 11. Owner (if different from Applicant): VMG B. Property Location 1. General Location: The subject property is located on the east side of Clarcona Ocoee Road, at 815 Clarcona Ocoee Road N. Lakewood Ave.). 2. Parcel Identification Numbers: 08-22-28-0000-00-028 3. Street Addresses: 815 Clarcona Ocoee Road 4. Size of Parcels: Total +/- 3.89 acres C. Use Characteristics 1. Existin Use: Vacant 2. Proposed Use: Single-family Residential 3. Density/ Intensity: Not to exceed 4 dwelling units/acre 4. Projected Population: 0 D. Zoning and Land Use 1. Orange County Future Land Use: Rural 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: Undetermined E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes IRE DEPARTMENT Fire Department 1. Estimated Response Time: Response time is 2-4 minutes 2. Distance to Property: Distance is approx. 2.13 miles from Station 25 Bluford Avenue) 3. Fire Flow Requirements: Depends on Building Type Page 1 of 3 111. POL, Applicant Name: VMG Project: VMG Estates Ocoee Case #: AX-07-18-73 CE DEPARTMENT. Chief Charlie Brown 1. Estimated Response Time. 3 Minute 2. Distance to Property: Approx. 1.5 miles from West Rd Station 3. Average Travel Time 4 minutes ONOMIC VALUE Michael Rumer, City Planner 1. Property Appraiser Taxable Value: $89,240 2. Property Appraiser Just Value Same as above. 3. Estimated City Ad Valorem Taxes: $490 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: Unknown 6. Total Project Revenues: Unknown V. BUILDING DEPARTMENT Michael Rumer, City Planner 1. Within the 100-vear Flood Plain: No VI. UTILITIES Milen Womack, E.I. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Potable Water 3. Extension Needed: Yes 4. Location and Size of Nearest Water Main: 12" Inch Line on east side of N Lakewood Ave EJ 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: Six Inch Force Main on west side of road. 5. Annexation Agreement Needed: Yes Other 1. Utility Easement Needed: Yes 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 I VIIII. TRU Applicant Name: VING Project: VMG Estates Ocoee Case #: AX-07-18-73 kNSPORTATION Michael Rumer, City Planner 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: Yes 4. Traffic Analysis Zone: NA PRELIMINARY CONCURRENCY EVALUATION Michael Rumer, City Planner 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 and sewer capacity exists. C. Water I Sewer: The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the regulations of the St. John's River Water Management District. At this time, adequate solid waste capacity exists. E. Solid Waste: F. Impact Fees: Actual impact fees will be calculated during issuance of a Building Permits. N/A G. Public School I IX. SITE SPECIFIC ISSUES Michael Rumer, City Planner I No specific site conditions. I X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer, City Planner i This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 815 Clarcona Ocoee Road (N. Lakewood Ave.) VMG Estates Location Map of P! g, ffu I Not e j3 m v a E A- 0 O° r poQMa�ej cz I,e uewAl 10 Ap it If Lym : N N ... A n t Ocoee florida Ocoee Community Development Department 1 inch = 416.666667 feet 14070 0 140 280 420 Feet Printed: October 2018 13Subject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) ` im Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing a= & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies A-1 VMG Estates Ocoee Surrounding Zoning Map 1 ITEM NUMBER IV. E. PUBLIC HEARING AMARAN PROPERTY - 403 2ND STREET 1. ANNEXATION 2. REZONING Mayor Rusty Johnson City Manager Robert Frank DATE: October 3, 2018 florido �AWA:fi=' Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 TO: Planning & Zoning Commission ,(Local Planning Agency) FROM: Mike Rumer, City Plannerii SUBJECT: Amaran Property— 403 2nd Street Annexation & Rezoning Project No(s): AX-08-18-76 & RZ-18-08-13 BACKGROUND: General Location: The parcel is located on the north side of W. Silver Star Road; 240 feet north of the intersection of 2nd Street and W. Silver Star Road. Parcel Identification Number(s): 17-22-28-0000-00-043 Physical Address: 403 2nd Street Actual land use, proposed land use and unique features of the subject Property: The subject parcel has one existing Single -Family Residence. The Applicant is annexing into the City limits because they are now eligible for annexation. The future land use classification of the subject property CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low Density City of Ocoee / R-1A Use -Joint Planning Area Residential Land Use Classification Less than 4 dwelling unitslacre The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND CURRENT ZONING USE North Orange County / Low Density Orange County / "R-1" Residential East City of Ocoee /Low Density City of Ocoee / "R-1A" Residential South City of Ocoee / Low Density City of Ocoee / "R-1A" Residential West City of Ocoee / Low Density City of Ocoee 1 "R-1" Residential P&Z Meeting Date: October 9, 2018 Project: Amaran Property — 403 2nd Street Annexation & Rezoning Project Number(s): AX-08-18-76 & RZ-18-08-13 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval for the annexation and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1K (Low Density Residential) of the property known as the Amaran Property located at 403 2 nd Street? CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north -south. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an "RAK (Single Family Dwelling) zoning upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On October 3, 2018, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Amaran property. P&Z Meeting Date: October 9, 2018 Project: Amaran Property — 403 2 "d Street Annexation & Rezoning Project Number(s): AX-08-18-76 & RZ-18-08-13 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 and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1K (Low Density Residential) of the property known as the Amaran Property located at 403 2 nd Street. Attachments: Annexation Feasibility Analysis; Location Map; Zoning Map; Land Use Map; Aerial Map. Im C CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMeER(s): AX-08-18-76 & RZ-18-08-13 APPLICANT NAME: PEDRO AMARAN PROJECT NAME: AMARAN PROPERTY — 403 2ND STREET ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. 1. PLANNING DEPARTMENT Michael Rumer, City Planner A. ApplicantlOwner 1. Owner (if different from Applicant): Amaran Pedro B. Property Location 1. General Location: The subject properties are located on the east side of 2nd Street and approximately 187 feet north of the W Silver Star Road. 2. Parcel Identification Numbers: 17-22-28-0000-00-043 3. Street Addresses: 403 2nStreet 4. Size of Parcels: Total +/- 0.39 acres C. Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed Use: Sin le -Family Dwelling 3. Density I Intensity: One Single -Family Dwelling 4. Projected Population: 1 3 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistent 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Chief T. Hoover 1. Estimated Response Time: 4 minutes 2. Distance to Property: 2 miles 3. Fire Flow Requirements: N/A POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone / Grid / Area: Zone 1 / Grid 105 2. Estimated Response Time: 1 minute 3. Distance to Property: Approx. 2 miles. Page 1 of 3 Applicant Name: Pedro Amaran Project Name: 403 2nd Street Annexation and Rezoning Case #: AX-08-18-76 & RZA B-08-13 14. Average Travel Time 14 minutes I IV. ECONOMIC VALUE ic ae urner, City Planner 1. Prody Appraiser Taxable Value: $164,713 Property Appraiser Just Value $131,589 -2. Estimated City Ad Valorem Taxes: $724 -3. 4. Anticipated Licenses & Permits: Unknown Potential Impact Fees: N/A -6. -6. Total Project Revenues: Unknown I V. BUILDING DEPARTMENT Michael Rumer, City Planner I 1. Within the 100-year Flood Plain: I No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Water 3. Extension Needed: -Potable No 4. Location and Size of Nearest Water Main: Existing City Service B. C. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: Six Inch Force on Silver Star 5. Annexation Agreement Needed: No Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 Applicant Name: Pedro Amaran Project Name: 403 2nd Street Annexation and Rezoning Case #: AX-08-18-76 & RZ-18-08-13 TRANSPORTATION Michael Rumer, City Planner 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Vlll. PRELIMINARY CONCURRENCY EVALUATION Michael Rumer, City Planner At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists; however, this condition B. Parks / Recreation: may change and will be subject to a concurrency evaluation during the subdivision plan approval process. At this time, adequate water and sewer capacity exists; however, this C. Water / Sewer: condition may change and will be the subject to a concurrency evaluation during the subdivision plan approval process. The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the regulations of the St. John's River Water Management District. At this time, adequate solid waste capacity exists; however, this condition may E. Solid Waste: change and will be the subject to a concurrency evaluation during the site Ian approval process. F. Impact Fees: Actual impact fees will be calculated during issuance of a Building Permits. Lots are vested from concurrency. G. Public School IX. SITE SPECIFIC ISSUES Michael Rumer, City Planner Both lots are undeveloped. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer, City Planner This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Amaran Annexation and Rezoning Location Map ar eo iEl i 0 KE OLYMPIA e ° �4�/ Ocoee florldo Ocoee Community Development Department 1 inch = 333.333333 feet 110 55 0 110 220 330 Feet Printed: September 2018 aSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) ®Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Amaran Annexation and Rezoning Surrounding Zoning Map Ca 7 _rZ W U L f LAKE OL YMPIA Cn 0 c Amaran Annexation and Rezoning Surrounding Proposed Future Land Use Map A Mal 14WE S k %/� Ocoee florida Ocoee Community Development Department 1 inch = 333.333333 feet 10050 0 100 200 300 Feet Created: Septemeber 2018 aSubject Property Unincorporated Territory ®and Other Municipalties Low Density Residential Medium Density Residential — High Density Residential ® Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies - EPr } .. s s� t VNI Ail low AM irk 'Silver Star:Y Iowa s I m P y pia a� er st_ a s E u ITEM NUMBER IV. F. CITY OF OCOEE CENTER STREET POND 1. ANNEXATION 2. REZONING Mayor Rusty Johnson City Manager Robert Frank DATE: October 9, 2018 14kv 4�/ ocoe(>- florido Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 TO: Planning & Zoning Commission al Planning Agency) FROM: Michael Rumer, City Planner SUBJECT: 716 Center Street= City of Ocoee Pond Annexation & Rezoning Project No(s): AX-09-18-78 & RZA 8-09-16 R-NEKOREW General Location: The parcel is located on the south side of Center Street; 200 feet west of Woodson Ave. Parcel Identification Number(s}: 17-22-28-0000-00-102 Physical Address: 715 Center Street Property Size: +/- 3.58 acres. Actual land use, proposed land use and unique features of the subject orooeq: The subject parcel has one existing Single -Family Residence. The Applicant is annexing into the City limits as a condition to receive city potable water connection. The future land use classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low Density City of Ocoee / Low Density Use -Joint Planning Area Residential Residential Land Use Classification Less than 4 dwelling units/acre The current future land use and zoning classifications of the surrounding pro eg rties: DIRECTION: CURRENT FUTURE LAND CURRENT ZONING USE North City of Ocoee / Low Density City of Ocoee / "R-1" Residential East Orange County /Low Density Orange County / "R-1" Residential South City of Ocoee / Low Density City of Ocoee / "R-1" Residential West Orange County / Low Density Orange County / °R-1" Residential P&Z Meeting Date: October 9, 2018 Project: 716 Center street Annexation & Rezoning Project Number(s): AX-09-18-78 & RZ-18-09-16 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval for the annexation and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the City owned pond property known as the 715 Center Street? CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north -south. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. (Currently, the JPA is not in effect) Rezoning: The parcel will receive an "R-1" (Single Family Dwelling) zoning upon annexation. 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: The subject property was transferred as a drainage pond from Orange County to Ocoee years ago and is now bringing the parcel into the City limits. No other development or use is proposed. 11AN4101 7i,14Zk9 7AN lWa*141,Til�ilhii4;9Q"►- On October 3, 2018, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the 715 Center Street property. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and rezoning from Orange County "R-1" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the City owned pond property known as 715 Center Street. Attachments: Annexation Feasibility Analysis; Location Map; Zoning Map; Land Use Map; Aerial Map. CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-09-18-78 & RZ-18-09-16 APPLICANT NAME: City of Ocoee PROJECT NAME: 715 CENTER STREET (ANNEXATION AND REZONING) This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. 8 Fa - Property Location 1. General Location: South side of Center Street -2. Parcel Identification Number: 17-22-28-0000-00-102 -3. Street Addresses: 715 Center Street 4. Size of Parcels: 3.58 Acres Use Characteristics -1. Existing Use: City Drainage Pond -2. Proposed use: City Drainage Pond - 3. Density/ Intensity: N/A -4. Projected Population: N/A Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistency 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes ME - FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 5 minutes 2. Distance to Property: 2.2 miles 3. Fire Flow Requirements: 1000 gpm POLICE DEPARTMENT- Lt. Scott Nylander 1. Police Patrol Zone / Grid / Area: District 5 2. Estimated Response Time: 8 minutes (non -emergency) 3. Distance to Property: 3.6 miles 3. Average Travel Time 8 minutes Page 1 of 3 Applicant Name: Aili Punwanti Project Name: 715 Center Street (City of Ocoee Pond) Case #: AX-09-18-78 & RZ-18-09-16 CONOMIC VALUE Michael Rumer, City Planner 1. Property Appraiser Taxable Value: N/A City Property 2. Property Appraiser Just Value N/A City Property 3. Estimated City Ad Valorem Taxes: N/A City Property 4. Anticipated Licenses & Permits: N/A S. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT Michael Rumer, City Planner 1. Within the 100-year Flood Plain: T No (FIRM Map Number 12095CO210F) A. UTILITIES Milen Womack, City Engineer 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: N/A C C[• . Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: N/A 4. Location and Size of Nearest Force Main: N/A S. Annexation Agreement Needed: No :. Other 1. UtilityEasement Needed: t N/A 2. Private Lift Station Needed: N/A 3. Well Protection Area Needed: N/A TRANSPORTATION Michael Rumer, City Planner 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 C Applicant Name: Alli Punwanti Project Name: 715 Center Street (City of Ocoee Pond) Case M AX-09-18-78 & RZ-18-09-16 /III. PRELIMINARY CONCURRENCY EVALUATION DeWa ne Jones, Planner I At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: iX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: DeWa ne Jones, Planner 1 This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 City of Ocoee. Center street Pond Location Map I E � ocoee florido Ocoee Community Development Department 1 inch = 500 feet 170 85 0 170 340 510 Feet Printed: October 2018 aSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) ■ Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) ■ Professional Offices & Services (P-S) Neighborhood Shopping (C-1) ■ Community Commercial (C-2) ■ General Commercial (C-3) . Restricted Manufacturing - & Warehousing (1-1) ■ General Industrial (1-2) IN Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) ■ Public Use (PUD) %// Unclassified City of Ocoee Center Street Pond Surrounding Zoning Map LAKE STARKE IN on MM 1 Lakes and Water Bodies Ocoee florida Ocoee Community Development Department 1 inch = 500 feet 15075 0 150 300 450 Feet Printed: October 2018 13Subject Property Unincorporated Territory ® and Other Municipalties Low Density Residential Medium Density Residential High Density Residential M Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Flood plains Recreation and Open Space IM Public Facilities/Institutional Lakes and Water Bodies City of Ocoee Center Street Pond Surrounding Future Land Use Map q { ,j►►' 00 , LAKE STARKE CONS slog,. �� .NLY, mom a, Starke LakeCOL V n 0, _ ,x Center Aw Nay. 0 s/ p 41 +4 A,, G"�1Y019190o Do *. OO�p ITEM NUMBER IV. G. PUBLIC HEARING INSPIRATION TOWN CENTER AND LUXURY HOMES 1. LARGE SCALE PRELIMINARY/FINAL SITE PLAN CANCELED / WILL BE RE -ADVERTISED TO A FUTURE DATE W iTIV0 MISCELLANEOUS A. PROJECT STATUS UPDATE B. OCTOBER CALENDAR PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE OF DATE SUB - DUE STATUS SUBMITTAL RECEIVED TITTI NUMBER Small Scale Site 2nd Review Comments sent on 9/17/18; 4 Locos Taco SS-2018-003 Plan 2nd Awaiting Resubmittal for 3rd Review Large Scale Preliminary/Final All American Barricades LS-2018-013 Site Plan 1st Under 1st Review Planning & Zoning Meeting July 10, 2018, AX-06-17-61 Annexation, City Commission 1 st Reading 10/16/2018, Alli Annexation RZ-17-06-02 Rezoning 6/14/2017 1st 2nd Reading 11/06/2018 Under 1st Review P&Z Meeting October 9, Amaran Property-403 2nd Street AX-08-18-76 Annexation 1st 2018 Arden Park Phase 3 Plat 3rd October 2, 2018 City Commission Arden Park Phase 3A and Amenity Large Scale Site Center LS-2017-002 Plan 2nd Under Construction Large Scale Arden Park Phase 3B LS-2017-007 Preliminary Site Plan 1 st Under Construction Approved at City Commission Meeting Preliminary/Final August 7, 2018, awaiting Resubmittal for Arya LS-2018-007 Site Plan 2nd 3rd Review 10 - October Plan Review 2018/Review 10/3/2018 1 of 6 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE SUB - MITTAL DUE STATUS SUBMITTAL RECEIVED NUMBER Aspen Dental (F.K.A. Medexpress Small Scale Site Urgent Care) SS-2017-006 Plan 5/11/2017 Plan Approved on September 13, 2017 Approved at May 15 City Commission Large Scale Meeting; 4th Review comments sent on Preliminary/Final 09/07/2018; awaiting Resubmittal for 5th Ciara Place (A.K.A Villa Roma) LS-2017-013 Subdivision Plan 8/6/2018 4th 8/24/2018 Review City Center West Orange Lot Split 2018-003-LS Lot Split 7/25/2018 1st 1st Review Comments sent on 09/26/2018 City Center West Orange, Parcel 1, Small Scale Site Phase IV, Lot 4A SS-2018-007 Plan 1 St Under 1 st Review Vacation & City Center West Orange Vacation of Abandonment of Right of Way VAC-2018-027 Right of Way 7/25/2018 1st Under 1st Review CPA-2018-008 Comp Plan AX-09-18-77 Annexation CLRM RZ-18-09-15 Rezoning 9/17/2018 1 St Currently under 1st review 1st Review Comments sent 03/21/2018; City Commission Meeting 04/03/2018; Daniel/Ray Subdivision Plat Awaiting Resubmittal Preliminary/Final Daniel/Ray Subdivision LS-2015-010 Subdivision Plan 6/7/2016 3rd Pending Pre -Construction Meeting AX-12-17-65 & Annexation & Initial Darren Center RZ-17-12-08 Zoning to PUD 8/23/2018 3rd N/A Under 3rd Review 10 - October Plan Review 2018/Review 10/3/2018 2 of 6 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE SUB - MITTAL DUE STATUS SUBMITTAL RECEIVED NUMBER Final Subdivision Eagle Creek of Ocoee LS-2016-001 Plan 7/22/2016 2nd N/A Comments sent 08/19/16 City Commission Meeting on October Forest Lake Estates Phase 2 LS-2018-008 Plat 8/21/2018 2nd 9/4/2018 16,2018 Small Scale Site Foundation of Lights SS-2016-006 Plan 12/20/2016 3rd N/A Under Construction Small Scale Site Pre -Construction Meeting 09/19/2018; G.L.E Ocoee SS-2018-005 Plan 8/27/2018 3rd 9/5/2018 Approved for Construction on 09/17/2018 Large Scale Comp CPA-2018-005 Plan Amendment & Under State Review Greens at Forest Lake & RZ-18-03-05 Rezoning to PUD 1st Large Scale Health Central Hospital Skilled Preliminary/Final Nursing Facility LS-2017-008 Site Plan 4/27/2017 1st 5/12/2017 Under Construction Health Central Replat Plat 10/20/2016 1st N/A Comments sent 11/15/16 Homes in Partnership Annexation Annexation, 330 13th Avenue Rezoning Awaiting Submittal Homes in Partnership Annexation AX-17-76 RZ- Annexation, 1 st 340 13th Avenue 17-10-07 Rezoning 10/16/2017 Review Awaiting Submittal DCR Meeting September 5, 2018; P&Z Meeting September 11, 2018; City AX-07-18-74, Annexation and Commission Meeting 1st Reading October Innovation Montessori School RZ-18-08-11 Rezoning 7/23/2018 1st 8/10/2018 2, 2018; 2nd Reading October 16, 2018 1 st Review DRC Comments sent on Inspiration Town Center and Luxury Preliminary/Final September 11, 2018, Awaiting Resubmittal Homes LS-2018-009 Site Plan 7/9/2018 1 st 7/24/2018 for 2nd Review 10 - October Plan Review 2018/Review 10/3/2018 3 of 6 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE sUB- MITTAL DUE STATUS SUBMITTAL RECEIVED NUMBER 2nd Review DRC Comments sent on Small Scale Site August 27, 2018, Pre -Construction meeting Ladybird Academy SS-2018-004 Plan 7/20/2018 2nd 8/3/2018 09/11/200-18 Legacy Lifestyles Senior Housing of Preliminary/Final Ocoee LS-2016-006 Site Plan 11/30/2016 4th N/A Plan Approved on February 10, 2018 Preliminary/Final Phase 1 Lot 8 Fountains West PUD Large Scale Site "Summit Self Storage" LS-2018-005 Plan 1 St 1 stReview Comments sent on 05/16/2018 P&Z Commission Meeting August 14th, Preliminary/Final City Commisssion Meeting September 18, Nicole Blvd. Subdivision LS-2018-004 Site Plan 8/3/2018 3rd 8/21/2018 2018; Currently under 3rd Review Small Scale Final Ocoee Business park Phase 1, Lot 1 SS-2018-002 Site Plan 3rd Under Construction Ocoee Business Park, Phase 2, Large Scale Final Building 100 LS-2017-015 Site Plan 11/22/2017 2nd 1/18/2018 Under Construction Ocoee Business Park, Phase 2, Large Scale Final Building 200 LS-2017-016 Site Plan 11/22/2017 1st 12/13/2017 Under Construction 10 - October Plan Review 2018/Review 10/3/2018 4 of 6 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE SUB - MITTAL DUE STATUS SUBMITTAL RECEIVED NUMBER Ocoee Business Park, Phase 2, Large Scale Final Building 300 LS-2018-001 Site Plan 2nd Awaiting Resubmittal for 3rd Review Final Subdivision Ocoee Landings PUD LS-2015-007 Plan Under Construction Substantial Ocoee Landings PUD Amendment 1st Under 1st Review Ocoee Reserve (FKA Silver Star Rd PUD) LS-2018-006 Plat 5/1/2018 1st 5/15/2018 Under 2nd Review Ocoee Self Storage (F.K.A West Large Scale Orange Investments Storage Facility) LS-2017-004 Preliminary Site Plan 4/18/2017 2nd 5/3/2017 Under Construction 1 st DRC Comments sent on July 17, 2018, Ocoee Town Shops - Phase 1 RZ-18-06-08 Rezoning 6/18/2018 1 St 7/6/2018 Awaiting Resubmittal for 2nd Review. Large Scale Final Approved for Construction on August 29, Ocoee Village LS-2016-008 Site Plan 3rd 2018 CPA-2018-006 LS Comp Plan & Ocoee Village Center RZ-18-06-09 Rezoning 7/6/2018 1st Under 1st Review CPA-2018-004, Comp Plan, AX-03-18-71, & Annexation, & 3872 Old Winter Garden Road RZ-18-03-03 Rezoning awaiting submittal 10 - October Plan Review 2018/Review 10/3/2018 5 of 6 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE DATE SUB - MITTAL DUE STATUS SUBMITTAL RECEIVED NUMBER The Park at 429 (FKA East Crown Preliminary/Final Point PUD) LS-2016-010 Site Plan 1%17i2017 3rd 1/30/2017 Under Construction Small Scale Site Pendas Law Storage SS-2017-004 Plan 2nd Under Construction Small Scale Site Pet Paradise SS-2017-009 Plan 3rd Under Construction Preserve at Crown Point (FKA Ocoee Final Subdivision Crown Point PUD Ph. 2B) LS-2016-007 Plan 3/6/2017 3rd 3/22/2017 Under Construction Small Scale Site 1 st Review Comments sent on 09/19/2018, Retail Ocoee SS-2018-006 Plan 8/3/2018 1 st 8/22/2018 awaiting 2nd Review Solomon -Barrett PUD (FKA Comp Plan Comments sent 04/01/15; On hold Buchman Property) CPA-2015-001 Amendment 2/24/2015 1 st N/A 02/06/17 /Ocoee Village Center 1 st Review Comments sent on 09/18/2018, Top Gun Cheer RZ-18-05-07 Rezoning awaiting 2nd Review Large Scale 1 st review DRC Comments Sent August Preliminary/Final 13, 2018, Awainting Resubmittal for 2nd Vermeer Trinity LS-2018-010 Site Plan 7/19/2018 1 st 8/2/2018 Review 10 - October Plan Review 2018/Review 10/3/2018 6 of 6 =d Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 City Commission Human Relations Meeting Diversity Board 6:15 pm City Hall 7:00pm City Hall Canceled (Live on Ocoee TV) 7 8 9 10 11 12 13 Planning and Zoning 1.COWMBUS Commission 6:30pm City Hall (Ocoee TV) Dl16 Agenda —,- 14 15 16 17 18 19 20 City Commission Red Light Hearing Meeting 9:00am City Hall 6:15 pm City Hall (Live on Ocoee TV) 21 22 23 24 25 26 27 Code Enforcement n Board r 7:00pm City Hall ► (Ocoee TV) 28 29 30 31 �`