Loading...
HomeMy WebLinkAbout01-09-2024 Agenda Packet OCOEE PLANNING AND ZONING COMMISSION Ocoee Commission Chambers 1 N. Bluford Avenue Ocoee, Florida January 9, 2024 AGENDA 6:30 PM REGULAR PLANNING AND ZONING COMMISSION MEETING • CALL TO ORDER Invocation Pledge of Allegiance Roll Call and Determination of Quorum • CONSENT 1. Approval of Minutes from the Planning & Zoning Meeting held on December 12, 2023 • OLD BUSINESS • NEW BUSINESS 1. 440 Ocoee Apopka Road - Parrinello Property Annexation & Rezoning from County A-2 (Farmland Rural District) to City C-3 (General Commercial District) - AX-10-23-07 & RZ-23-10-10 (Zoning Manager Whitfield) 2. Mansour Property Rezoning from R-1 (Single Family Dwelling District) to C-2 (Community Commercial District) - RZ-23-12-11 (Zoning Manger Whitfield) 3. Gardenia Pointe Rezoning from Unclassified District and R-1A (single-family Dwelling) to PUD (Planned Unit Development District) - RZ-23-02-02 (Zoning Manger Whitfield) 4. Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan LS-2023-004 (Zoning Manager Whitfield) 5. Annual Comprehensive Plan Text Amendment to Adopt Five-Year Schedule of Capital Improvements and Update the Capital Improvement Element (CIE) - CPA-2023-003 (Zoning Manager Whitfield) • MISCELLANEOUS 1. Project Status Report • ADJOURNMENT Notice: 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. Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk’s Office 48 hours in advance of the meeting. MORE THAN ONE COMMISSIONER MAY PARTICIPATE OR HEAR DISCUSSIONS REGARDING A MATTER WHICH WILL COME BEFORE THE COMMISSION FOR ACTION. Page 1 of 125 OCOEE PLANNING AND ZONING COMMISSION Ocoee Commission Chambers 1 N. Bluford Avenue Ocoee, Florida December 12, 2023 MINUTES 6:30 PM REGULAR PLANNING AND ZONING COMMISSION MEETING • CALL TO ORDER Chair Lomneck called the regular session to order at 6:30 PM in the Commission Chambers of City Hall. The invocation was led by Chair Lomneck, followed by the Pledge of Allegiance to the Flag. City Clerk Sibbitt called the roll and declared a quorum present. Present: Chair Lomneck, Vice-Chair Forges, and Member Keller Absent: Member Williams, Member Crocker, and Alternate Member Chacon Also Present: Zoning Manager Whitfield, Assistant Board Attorney Mai, and City Clerk Sibbitt • CONSENT AGENDA 1. Minutes of the Planning and Zoning Commission Meeting held on November 14, 2023. Motion for Approval of the Consent Agenda: Moved by Member Keller, Seconded by Vice-Chair Forges; Motion carried unanimously with Member Williams, Member Crocker and Alt. Member Chacon absent. • OLD BUSINESS - None • NEW BUSINESS 1. Ocoee Oaks Joint Venture Preliminary Final Subdivision Plan - LS-2023-004 (Zoning Manager Whitfield) CONTINUED TO A FUTURE DATE TO BE DETERMINED 2. 16 Floral Street - Wright Property Variance - VR-23-03 (Zoning Manager Whitfield) Zoning Manager Whitfield presented a brief overview of the variance request for the property located at 16 Floral Street. The applicant is requesting approval of one (1) variance from Section 5-14A and corresponding Table 5-2 as follows: 1) 17.7-foot (representing a 69%) reduction of the minimum front building setback from 25 feet to 7.7 feet along the west property line to accommodate an attached garage for a single- family home on a corner lot. The subject property is a corner lot with roadway right-of-way (ROW) frontage along the north (Floral Street) and west (South Cumberland Avenue). The primary entrance of the residence is along the north. Per Section 5-4G, Article V, LDC, "on a corner lot", the applicable front yard setback shall apply to both street frontages. Consequently, both the north and west property line are considered a front yard Page 2 of 125 Planning & Zoning Commission December 12, 2023 2 | Page and, as such, are subject to the required front yard setback of 25 feet. According to Chapter 4-9 A., the variance application/applicant must demonstrate: 1. Special conditions and circumstances exist that are peculiar to the land, structures or required subdivision improvements involved and are not applicable to other lands, structures or required subdivision improvements; 2. That a literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions; 3. That the special conditions and circumstances do not result from the actions of the applicant; and 4. That the granting of the variance requested will not confer of the applicant any special privilege that is denied by these regulations to other lands, structures or required subdivision improvements under similar conditions. Staff provided testimony that the variance demonstrates satisfaction with the four (4) review criteria and supports the request. The Board had no comments or questions. Chair Lomneck opened the public hearing. Patricia Gleason, neighbor, spoke in support of the variance request and shared it would enhance the property. This addition would not negatively impact the neighboring residents. Chair Lomneck closed the public hearing. (6:40 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Variance Request for 16 Floral Street – Wright Property – VR-23-03, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Member Keller, Seconded by Vice-Chair Forges; motion carried unanimously with Member Williams, Member Crocker and Alt. Member Chacon absent. • MISCELLANEOUS 1. Project Status Report Zoning Manager Whitfield updated the Board with the following: • LDC and Comp Plan Update • Announced next agenda will have about six (6) items Page 3 of 125 Planning & Zoning Commission December 12, 2023 3 | Page • ADJOURNMENT - 6:43 PM ATTEST: APPROVED: __________________________ _______________________ Melanie Sibbitt, City Clerk Brad Lomneck, Chair Page 4 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: January 9, 2024 Item #: 1 Contact Name: Anoch Whitfield, Zoning Manager Department Director: Michael Rumer Subject: 440 Ocoee Apopka Road - Parrinello Property Annexation & Rezoning from County A-2 (Farmland Rural District) to City C-3 (General Commercial District) - AX-10-23-07 & RZ-23-10- 10 (Zoning Manager Whitfield) BACKGROUND SUMMARY: Owner/Applicant: The property/applicant is owned by Denise May Parrinello. Site Location: The property is located in Commission District 3 on the west side of Ocoee Apopka Road, beginning approximately 1,800 feet north of Palm Drive at the intersection of Ocoee Apopka Road. Property Size & Parcel Identification Number: The property contains approximately 0.51 acres and is assigned parcel ID number 18-22-28-0000-00-002. Existing Site Conditions: The table below summarizes the existing site conditions of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Commercial (per JPA) County A-2 Single family residential dwelling None The table below lists the jurisdictions, future land use designations, zoning districts and existing uses of the surrounding properties. Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Light Industrial I-1 Vacant land (429 Business Center) South City of Ocoee Commercial C-3 Vacant land East City of Ocoeee High Density Residential A-2 Agricultural use West City of Ocoee Commercial R-1A Stormwater pond Proposed Development: The applicant is requesting an annexation and rezoning from County A-2 (Farmland Rural District) to City of Ocoee C-3 (General Commercial District) and is not proposing a specific use at this time. Consistency with Florida Statutes: With respect to the proposed annexation, Section 171.044, Florida Statutes (F.S.), grants municipalities the authority to annex contiguous, compact, non-circuitous territory so long as it does not create an enclave. The subject property is bordered on all sides by the City's jurisdictional limits and, as such, is contiguous to the City, and the annexation does not create an enclave. Instead, the annexation furthers the City's efforts to reduce existing enclaves within the city limits. Page 5 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Consistency with JPA Agreement: The property is located within the Ocoee-Orange County Joint Planning Area (JPA), and the proposed annexation and zoning classification are consistent with the terms of the JPA Agreement. Consistency with Adopted Comprehensive Plan: The annexation is consistent with Future Land Use Element (FLUE) Policy 2.5, which requires the City to consider requests for voluntary annexation when those lands are logical extensions of the existing City limits, when services can be adequately provided and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy. The proposed C-3 zoning classification is consistent with FLUE Policy 1.15, which stipulates that the City may assign an initial zoning after annexation in a manner consistent with both the Future Land Use Map and the JPA Agreement. Transportation and Access: The site is currently accessed by Ocoee Apopka Road. The affected segment is Ocoee Apopka Road (which is an Orange County facility) from SR 438/Silver Star Road to Fullers Cross Road. The adopted level of service (LOS) standard is E, and the operating LOS is currently at D. Therefore, since the property already has a Commercial future land use designation on both the City's Future Land Use Map and the JPA Future Land Use Map, a traffic capacity analysis is not required at this time. However, an operations analysis may be required at the time of site plan review to ensure safe operations on Ocoee Apopka Road. Utilities: The Utilities Department has no issues with this annexation and rezoning and provides the below informational comments: 1. Water service is available via a 12-inch water main on Ocoee Apopka Road. GIS records indicate that the water main is under the roadway in the northbound lane; however, GIS records are approximate and should not be used in lieu of a survey. 2. Sewer service is not currently available but may be available in the future as a result of the 429 Business Center Phase II - East project, which proposes the installation of a 6-inch forceman on the west side of Ocoee Apopka Road. 3. Upon redevelopment for a commercial use, the property would be required to connect to City water (and sewer if available). Stormwater: Stormwater will be required to be provided on-site and will be evaluated at the time of site plan review. Schools: Not applicable. Public Safety: The nearest fire station is located within 1.4 miles, and fire emergency service is available in under five (5) minutes with a flow rate of 1,000 gallons per minute. The property is located within Police Grid 1, with a four (4) minutes response time. The nearest police station is 2.8 miles away, and the average non-emergency travel time is 8 minutes. Recreation and Open Space: The property is located within the Wekiva Study Area but does not contain any unique features. As the allowable uses will be commercial uses in nature, recreation/open space is not required. Please see the attached Annexation and Feasibility Analysis document for Parrinello Property for more details. ISSUE: Should the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of proposed ordinances for the Annexation and Rezoning from County A-2 (Farmland Rural District) to City C-3 (General Commercial District) for the property located at 440 Ocoee Apopka Road, assigned parcel ID number 18-22-28-0000-00-002? RECOMMENDATIONS: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider this item and, finding no issues, made a recommendation of approval of the annexation and rezoning to C-3. Page 6 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Staff Recommendation: Staff recommends that the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of proposed ordinances for the Annexation and Rezoning from County A-2 (Farmland Rural District) to City C-3 (General Commercial District) for the property located at 440 Ocoee Apopka Road, assigned parcel ID number 18-22-28-0000-00-002. ATTACHMENTS: 1. 440.Ocoee.Apopka.Rd_Location.2 2. 440.Ocoee.Apopka.Rd_Aerial 3. 440.Ocoee.Apopka.Rd_FLU 4. 440.Ocoee.Apopka.Rd_Zoning 5. Annexation and Rezoning Feasibility Report_440 Ocoee Apopka Rd_Parrinello Property 6. Survey 7. Annexation Ordinance - 440 Ocoee Apopka Rd Parrinello Property 8. Rezoning Ordinance - 440 Ocoee Apopka Road Parrinello Property 9. 440 OCOEE APOPKA RD - WOT AFFIDAVIT Page 7 of 125 Pine StreetOcoee Apopka RoadW S i l v e r S t a r R o a dE Circle Key DrivePeriwinkle Key Drive440 Ocoee Apopka Road - Annexation & RezoningLocation Map I Page 8 of 125 Pal m D ri v e Ocoee Apopka RoadW S i l v e r S t a r R o a dPine StreetW Circle Key DriveN Kissimmee AvenueE Circle Key DrivePeriwinkle Key DriveSand Dollar Key Drive Coquina Key DriveS a n d e r s D r i v e Sundial Key DriveShell Key Court Pine Key Court 440 Ocoee Apopka Road - Annexation & RezoningAerial Map I 0 175 35087.5 Feet Page 9 of 125 Palm DrivePine StreetOcoee Apopka RoadW S i l v e r S t a r R o a d N Kissimmee AvenueE Circle Key DrivePeriwinkle Key DriveSundial Key DriveLDR COMM LDR LI MDR MDR LI LI LI LI LDR HDR LI HDR LI 440 Ocoee Apopka Road - Annexation & RezoningSurrounding Future Land Use Map Created: O ctober 2023 Development ServicesDepartment I 0 250 500125Feet Subject Property Future La nd Use Classification:Low Den sity Re sidential (LDR)Medium Density Residen tial (MDR)High Density Residential (HDR)Professional Offices and Services (PS)Commercial (COMM)Light Industria l (LI)Heavy In dustrial (HI)Conservation/Floodplains (CONS)Recreation and Open Space (REC)Public Facilities/Institutiona l (INST) Page 10 of 125 Palm DrivePine StreetOcoee Apopka RoadW S i l v e r S t a r R o a d N Kissimmee AvenueE Circle Key DrivePeriwinkle Key DriveSundial Key DriveC-2 I-1 A-2 RT-1 RT-1 R-1A C-2 I-1A-2 I-2 I-1 A-1R-1 R-1A R-1A A-2 R-1 PUD-COMM C-1 440 Ocoee Apopka Raod - Annnexation & RezoningSurrounding Zoning Map Development ServicesDepartment I 0 250 500125Feet Created: O ctober 2023 Subject Property Zonin g Classification:General Agricultural (A-1)Sub urban (A-2)Single-Fa mily Dwelling (R-1AAA)Single-Fa mily Dwelling (R-1AA)Single-Fa mily Dwelling (R-1A)Single-Fa mily Dwelling (R-1)One- & Two-Family Dwe llin g (R-2)Multip le-Family Dwelling (R-3 )Mobile Home Subdivision (RT-1)Professional Offices & Services (P-S)Neighborho od Shop ping (C-1)Community C ommercial (C-2)General Commercial (C-3) General Industrial (I-2)Commercial (PUD)Low De nsity (PUD)Medium Density (PUD) Restricted Manufactu ring& Warehou sing (I-1) High Density (PUD)Pub lic Use (PUD)Unclassified Page 11 of 125 CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS Page 1 of 3 CASE NUMBER: AX-10-23-07 & RZ-23-10-10 APPLICANT NAME: Denise May Parrinello, Property Owner PROJECT NAME: 440 OCOEE APOPKA ROAD – PARRINELLO PROPERTY This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department’s findings are summarized below. I. PLANNING DEPARTMENT Anoch Whitfield, Zoning Manager A. Applicant/Owner 1. Owner (if different from Applicant):Denise May Parrinello B. Property Location 1. General Location:The property is generally located on the east side of Ocoee Apopka Road beginnig approximately 1,800 feet north of the Palm Drive at Ocoee Apopka Road intersection. 2. Parcel Identification Number:18-22-28-0000-00-002 3. Street Addresses:440 Ocoee Apopka Road 4. Size and Number of Parcels:.51 acres C. Use Characteristics 1. Existing Use:Single-family residential dwelling (occupied) 2. Proposed use:None at this time 3. Density / Intensity: 4. Projected Population:N/A D. Zoning and Land Use 1. Orange County Future Land Use:Commercial 2. Orange County Zoning:A-2 (Farmland Rural District) 3. Existing Ocoee Future Land Use:Commercial and Conservation per JPA FLUM 4. Proposed Ocoee Zoning:C-3 (General Commercial District) E. Consistency 1. Joint Planning Area:Yes 2. Comprehensive Plan:Yes II. FIRE DEPARTMENT 1. Estimated Response Time:5 minutes 2. Distance to Property:1.4 miles 3. Fire Flow Requirements:1,000 gallons per minute III. POLICE DEPARTMENT 1. Police Patrol Zone / Grid / Area:1 2. Estimated Response Time:4 mins 3. Distance to Property:2.8 miles 3. Average Travel Time 8 mins Page 12 of 125 Applicant Name: Denise Parrinello Project Name: 440 Ocoee Apopka Road – Parrinello Property Annexation & Rezoning Case #: AX-10-23-07 & RZ-23-10-10 Page 2 of 3 IV. ECONOMIC VALUE Anoch Whitfield, Zoning Manager 1. Property Appraiser Market Value:$95,240 2. Property Appraiser Taxable Value $35,403 3. Estimated City Ad Valorem Taxes:TBD 4. Anticipated Licenses & Permits:TBD 5. Potential Impact Fees:TBD 6. Total Project Revenues:TBD V. PUBLIC WORKS DEPARTMENT 1. Within the 100-year Flood Plain: No VI. UTILITIES Jennifer Bolling, Utilities Deputy Director A. Potable Water 1. In Ocoee Service Area:Yes 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area:Yes 2. City Capable of Serving Area:Sewer service currently not available but may be available in the future as a result of the 429 Business Center Phase II East project (6” force main on the west side of Ocoee Apopka Rd is proposed) 3. Extension Needed:TBD 4. Location and Size of Nearest Force Main: TBD 5. Annexation Agreement Needed:No C. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: VII. TRANSPORTATION Anoch Whitfield, Zoning Manager 1. Paved Access:Yes – Ocoee Apopka Road 2. ROW Dedication:No 3. Traffic Study:No 4. Traffic Analysis Zone: Page 13 of 125 Applicant Name: Denise Parrinello Project Name: 440 Ocoee Apopka Road – Parrinello Property Annexation & Rezoning Case #: AX-10-23-07 & RZ-23-10-10 Page 3 of 3 VIII. PRELIMINARY CONCURRENCY EVALUATION A. Transportation: B. Parks / Recreation: C. Water / Sewer: D. Stormwater: E. Solid Waste: F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE ANNEXATION REGULATIONS Anoch Whitfield, Zoning Manager Page 14 of 125 Page 15 of 125 ORDINANCE NO. 2024- (Annexation Ordinance for 440 Ocoee Apopka Road – Parrinello Property) TAX PARCEL ID: 18-22-28-0000-00-002 CASE NO. AX-10-23-07: 440 Ocoee Apopka Road – Parrinello Property Annexation AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, ANNEXING INTO THE CORPORATE LIMITS OF THE CITY OF OCOEE, FLORIDA, CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 0.51 ACRES LOCATED AT 440 OCOEE APOPKA ROAD ON THE EAST SIDE OF OCOEE APOPKA ROAD BEGINNING APPROXIMATELY 1,800 FEET NORTH OF THE PALM DRIVE AT OCOEE APOPKA ROAD INTERSECTION AND ASSIGNED PARCEL ID NUMBER 18-22-28-0000- 00-002, PURSUANT TO THE APPLICATION SUBMITTED BY THE PROPERTY OWNER; FINDING SAID ANNEXATION TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN, THE OCOEE CITY CODE AND THE JOINT PLANNING AREA AGREEMENT; PROVIDING FOR AND AUTHORIZING THE UPDATE OF OFFICIAL CITY MAPS; PROVIDING DIRECTION TO THE CITY CLERK; PROVIDING FOR SEVERABILITY; PREVAILING IN THE EVENT OF ANY INCONSISTENCY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to Section 171.044, Florida Statutes, the owner of certain real property located in unincorporated Orange County, Florida, as hereinafter described, has petitioned the City Commission of the City of Ocoee, Florida (the “Ocoee City Commission”) to annex approximately 0.51 acres of property, as more particularly described in Exhibit “A” attached hereto, into the corporate limits of the City of Ocoee, Florida; and WHEREAS, the Ocoee City Commission has determined that said petition bears the signatures of all owners of the real property proposed to be annexed into the corporate limits of the City of Ocoee, Florida; and WHEREAS, notice of the proposed annexation has been published pursuant to the requirements of Section 171.044(2), Florida Statutes, and Section 5-9(E), Article V, Land Development Code of the City of Ocoee (the “Code”); and WHEREAS, on January 9, 2024, the Planning and Zoning Commission of the City of Ocoee, Florida, reviewed the proposed annexation and found it to be consistent with the Ocoee Comprehensive Plan, to comply with all applicable requirements of the Ocoee City Code, and to be in the best interest of the City of Ocoee and has recommended to the Ocoee City Commission that it approve said annexation petition; and WHEREAS, the Ocoee City Commission has the authority, pursuant to Section 171.044, Florida Statutes, to annex said real property into its corporate limits upon petition of the owners of said real property; and Page 16 of 125 WHEREAS, the Ocoee City Commission is desirous of annexing and redefining the boundary lines of the City of Ocoee, Florida, to include said real property. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: Section 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida, Chapters 166 and 171, Florida Statutes, and Section C-7 of Article 1 of the Charter of the City of Ocoee, Florida. Section 2. PETITION. The Ocoee City Commission hereby finds that the petition to annex certain lands, as hereinafter described, into the corporate limits of the City of Ocoee, Florida, bears the signatures of all owners of the real property proposed to be annexed into the corporate limits of the City of Ocoee, Florida. Section 3. ANNEXATION. The following described real property located in unincorporated Orange County, Florida, is hereby annexed into the corporate limits of the City of Ocoee, Florida: SEE EXHIBIT “A” ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF Section 4. MAP. A map of said land herein described, which clearly shows the annexed area, is attached hereto as EXHIBIT “B” and by this reference is made a part hereof. Section 5. CONSISTENCY FINDING. The Ocoee City Commission hereby finds that the annexation of said land herein described is consistent with the Ocoee Comprehensive Plan, as amended, and meets all of the requirements for annexation set forth in the Ocoee Comprehensive Plan and the Ocoee City Code. Section 6. CORPORATE LIMITS. The corporate territorial limits of the City of Ocoee, Florida, are hereby redefined to include said land herein described and annexed. Section 7. OFFICIAL MAPS. The City Clerk is hereby authorized to update and supplement official City maps of the City of Ocoee, Florida, to include said land herein described and annexed. Section 8. LIABILITY. The land herein described and future inhabitants of said land herein described shall be liable for all debts and obligations and be subject to all species of taxation, laws, ordinances, and regulations of the City of Ocoee, Florida, and be entitled to the same privileges and benefits as other areas of the City of Ocoee, Florida. Section 9. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. Page 17 of 125 Section 10. CONFLICTING ORDINANCES. This ordinance prevails in the event of any inconsistency with all ordinances or parts of ordinances in conflict herewith. Section 11. EFFECTIVE DATE. This Ordinance shall become effective upon passage and adoption. Thereafter, the City Clerk is hereby directed to file a certified copy of this Ordinance with the Clerk of the Circuit Court for Orange County, Florida, the Chief Administrative Officer of Orange County, Florida, and with the Florida Department of State within seven (7) days from the effective date. PASSED AND ADOPTED this ______ day of ______________________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of ______________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ Page 18 of 125 EXHIBIT “A” LEGAL DESCRIPTION PARCEL ID NO.: 18-22-28-0000-00-002 BEG 958.98 FT S OF N1/4 COR OF SEC RUN S 110 FT W 228 FT N 110 FT E 228 FT TO POB (LESS E 30 FT RD R/W) IN SEC 18-22-28 Page 19 of 125 EXHIBIT “B” LOCATION MAP Page 20 of 125 ORDINANCE NO. 2024- (Rezoning Ordinance for 440 Ocoee Apopka Road – Parrinello Property) TAX PARCEL ID: 18-22-28-0000-00-002 CASE NO. RZ-23-10-10: 440 Ocoee Apopka Road – Parrinello Property AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM ORANGE COUNTY A-2 (FARMLAND RURAL DISTRICT) TO CITY OF OCOEE C-3 (GENERAL COMMERCIAL DISTRICT) ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 0.51 ACRES LOCATED AT 440 OCOEE APOPKA ROAD BEGINNING 1,800 FEET NORTH OF THE PALM DRIVE AT OCOEE APOPKA ROAD INTERSECTION; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; PREVAILING IN THE EVENT OF ANY INCONSISTENCY; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owner (the “Applicant”) of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, has submitted an application to the City Commission of the City of Ocoee, Florida (the “Ocoee City Commission”) to rezone said real property (the “Rezoning”); and WHEREAS, the Applicant seeks to rezone certain real property containing approximately 0.51 acres, more particularly described in Exhibit “A” attached hereto and by this reference made a part hereof, from Orange County A-2 to City of Ocoee C-3; and WHEREAS, pursuant to Section 5-9(B) of Article V of the Land Development Code of the City of Ocoee, Florida (the “Ocoee City Code”), the City Development Services Director has reviewed said Rezoning application and determined that the Rezoning is consistent with the City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended (the “Ocoee Comprehensive Plan”); and WHEREAS, said Rezoning application was scheduled for review and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the “Planning and Zoning Commission”), acting as the Local Planning Agency; and WHEREAS, on January 9, 2024, the Planning and Zoning Commission held a public hearing and reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan and is in the best interest of the City, and recommended to the Ocoee City Commission that the zoning classification of said real property be rezoned as requested by the Applicant and that the Ocoee Page 21 of 125 City Commission find that the Rezoning requested by the Applicant to be consistent with the Ocoee Comprehensive Plan; and WHEREAS, on February 6, 2024, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Rezoning of said real property and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3)(a), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City Code, of the Property described in Exhibit “A” containing approximately 0.51 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from Orange County A-2 to City of Ocoee C-3. A map of said land herein described which clearly shows the area of the Rezoning is attached hereto as Exhibit “B” and by this reference is made a part hereof. SECTION 3. COMPREHENSIVE PLAN. The Ocoee City Commission hereby finds the Rezoning of the land described in this Ordinance to be consistent with the Ocoee Comprehensive Plan. SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted by this Ordinance, and the Mayor and City Clerk are hereby authorized to execute said revised Official Zoning Map in accordance with the provisions of Section 5-1(G) of Article V of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. This ordinance prevails in the event of any inconsistency with all ordinances or parts of ordinances in conflict herewith. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. Page 22 of 125 SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this _____ day of ______________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of ______________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ Page 23 of 125 EXHIBIT “A” LEGAL DESCRIPTION PARCEL ID NO.: 18-22-28-0000-00-002 BEG 958.98 FT S OF N1/4 COR OF SEC RUN S 110 FT W 228 FT N 110 FT E 228 FT TO POB (LESS E 30 FT RD R/W) IN SEC 18-22-28 Page 24 of 125 EXHIBIT “B” Page 25 of 125 Page 26 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: January 9, 2024 Item #: 2 Contact Name: Anoch Whitfield, Zoning Manager Department Director: Michael Rumer Subject: Mansour Property Rezoning from R-1 (Single Family Dwelling District) to C-2 (Community Commercial District) - RZ-23-12-11 (Zoning Manger Whitfield) BACKGROUND SUMMARY: Owner/Applicant: The property/applicant is owned by Magdy Mansour. Site Location: The property is located in Commission District 3 on the south side of West Silver Star Road, beginning approximately 181 feet east of the intersection of Ocoee Apopka Road and West Silver Star Road. Property Size & Parcel Identification Number: The property contains approximately 0.28 acres and is assigned parcel ID number 18-22-28-3116-02-140. Existing Site Conditions: The table below summarizes the existing site characteristics of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Commercial R-1 Vacant None The table below lists the jurisdictions, future land use designations, zoning districts, and existing uses of the surrounding properties. Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Commercial C-2 Single-family residential South City of Ocoee Commercial C-2 Vacant East City of Ocoeee Commercial C-2 Single-family residential West City of Ocoee Commercial C-2 Commercial/Retail Proposed Development: The applicant is requesting a rezoning from R-1 (Single Family Dwelling District) to C-2 (Community Commercial District) and is not proposing a specific use at this time. Consistency with the Adopted Comprehensive Plan: The proposed C-2 zoning classification will bring the property into compliance and consistency with the current Commercial future land use designation. Transportation and Access: The site is currently accessed by and will continue to be accessed via West Silver Star Road. Utilities: The Utilities Department has no issues with this rezoning. Stormwater: Stormwater will be required to be provided on-site as needed and will be evaluated at the time of site Page 27 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org plan review. Schools: Not applicable. Recreation and Open Space: Not applicable. ISSUE: Should the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of the proposed ordinance for the Rezoning from R-1 (Single Family Dwelling District) to C-2 (Community Commercial District) for the property located on the Mansour Property, assigned parcel ID number 18-22-28-3116-02-140? RECOMMENDATIONS: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider this item and, finding no issues, made a recommendation of approval of the rezoning from R-1 to C-2 for the Mansour Property, assigned parcel ID number 18-22-28-3116- 02-140. Staff Recommendation: Staff recommends that the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of the proposed ordinance for the Rezoning from R-1 (Single Family Dwelling District) to C-2 (Community Commercial District) for the property located on the Mansour Property, assigned parcel ID number 18-22-28-3116-02-140. ATTACHMENTS: 1. Mansour Rezoning Location Map 2. Mansour Rezoning Aerial Map 3. Mansour Rezoning FLU Map 4. Mansour Rezoning Surrounding Zoning Map 5. Rezoning Ordinance - Mansour Property 6. MANSOUR PROPERTY - WOT AFFIDAVIT Page 28 of 125 Lee St W F r a n k l i n S t W S i l v e r S t a r R d Palm Dr Mansour Property RezoningLocation Map I Page 29 of 125 Lee St W Silver Star Rd Taylor StOcoee Apopka RdI 0 40 8020Feet Mansour Property Rezoning 2022 Aerial Map Page 30 of 125 COMM LI MDR HI LDR LDR Lee St W Franklin St W Silver Star Rd Mansour Property RezoningFuture Land Use Map I Pa l m D r Page 31 of 125 Lee St W F r a n k l i n S t W S i l v e r S t a r R d Palm Dr Mansour Property RezoningSurrounding Zoning Map I Page 32 of 125 ORDINANCE NO. 2024- (Rezoning Ordinance for Mansour Property) TAX PARCEL ID: 18-22-28-3116-02-140 CASE NO. RZ-23-12-11: Mansour Property AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM R-1 (SINGLE FAMILY DISTRICT TO C-2 (COMMUNITY COMMERCIAL DISTRICT) ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 0.28 ACRES LOCATED AT ON THE SOUTH SIDE OF WEST SILVER STAR ROAD, BEGINNING APPROXIMATELY 181 FEET EAST OF THE OCOEE APOPKA ROAD AT WEST SILVER STAR ROAD INTERSECTION, AND ASSIGNED PARCEL IDENTIFICATION NUMBER 18-22-28-3166-02-140; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; PREVAILING IN THE EVENT OF ANY INCONSISTENCY; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owner (the “Applicant”) of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, has submitted an application to the City Commission of the City of Ocoee, Florida (the “Ocoee City Commission”) to rezone said real property (the “Rezoning”); and WHEREAS, the Applicant seeks to rezone certain real property containing approximately 0.28 acres, more particularly described in Exhibit “A” attached hereto and by this reference made a part hereof, from R-1 to C-2; and WHEREAS, pursuant to Section 5-9(B) of Article V of the Land Development Code of the City of Ocoee, Florida (the “Ocoee City Code”), the City Development Services Director has reviewed said Rezoning application and determined that the Rezoning is consistent with the City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended (the “Ocoee Comprehensive Plan”); and WHEREAS, said Rezoning application was scheduled for review and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the “Planning and Zoning Commission”), acting as the Local Planning Agency; and WHEREAS, on January 9, 2024, the Planning and Zoning Commission held a public hearing and reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan and is in the best interest of the City, and recommended to the Ocoee City Commission that the zoning classification of said real property be rezoned as requested by the Applicant and that the Ocoee Page 33 of 125 City Commission find that the Rezoning requested by the Applicant to be consistent with the Ocoee Comprehensive Plan; and WHEREAS, on February 6, 2024, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Rezoning of said real property and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3)(a), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City Code, of the Property described in Exhibit “A” containing approximately 0.28 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from R-1 to C-2. A map of said land herein described which clearly shows the area of the Rezoning is attached hereto as Exhibit “B” and by this reference is made a part hereof. SECTION 3. COMPREHENSIVE PLAN. The Ocoee City Commission hereby finds the Rezoning of the land described in this Ordinance to be consistent with the Ocoee Comprehensive Plan. SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted by this Ordinance, and the Mayor and City Clerk are hereby authorized to execute said revised Official Zoning Map in accordance with the provisions of Section 5-1(G) of Article V of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. This ordinance prevails in the event of any inconsistency with all ordinances or parts of ordinances in conflict herewith. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. Page 34 of 125 SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this _____ day of ______________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of ______________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ Page 35 of 125 EXHIBIT “A” LEGAL DESCRIPTION PARCEL ID NO.: 18-22-28-3116-02-140 GRACE PARK M/8 LOTS 14 & 15 BLK B Page 36 of 125 EXHIBIT “B” Page 37 of 125 Page 38 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: January 9, 2024 Item #: 3 Contact Name: Anoch Whitfield, Zoning Manager Department Director: Michael Rumer Subject: Gardenia Pointe Rezoning from Unclassified District and R-1A (single-family Dwelling) to PUD (Planned Unit Development District) - RZ-23-02-02 (Zoning Manger Whitfield) BACKGROUND SUMMARY: Owner/Applicant: The property is owned by the International Church of the Foursquare Gospel, and the applicant is Geoff Summitt, G L Summitt Engineering, Inc. Site Location: The property is located in Commission District 4 on the north side of the FCEN Railroad tracks at the terminus of the unimproved Ocoee Vista Parkway right-of-way. Property Size & Parcel Identification Number: The property consists of four (4) parcels, totaling approximately 37.37 acres, and is assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01-201. Existing Site Conditions: The table below summarizes the existing site characteristics of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Low Density Residential & Conservation Unclassified & R- 1A Vacant Karst Features, Type A Soils and Wetlands along the northern half of the property The table below lists the jurisdictions, future land use designations, zoning districts and existing uses of the surrounding properties. Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Low Density Residential & Conservation R-1A Single-family residential in a portion of the northeast and Prairie Lake along the remainder of the north boundary South City of Ocoee/County Low Density Residential & Conservation City Unclassified & County A-1 Church use & a single-family dwelling East City Low Density Residential Ocoee R-1A & County A-1 Single-family detached subdivision West City Low Density Residential & Conservation PUD-MD Single-family attached (townhome) subdivision Page 39 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Proposed Development: The applicant is requesting a rezoning from Unclassified District and R-1A (single-family Dwelling) to PUD (Planned Unit Development District). Per the proposed Land Use Plan (LUP), the applicant proposes to develop an 84-lot single-family attached (fee simple townhome) residential subdivision at a proposed density of 3.43 units per acre. The proposed development standards in the LUP are as follows: Consistency with Adopted Comprehensive Plan: The proposed PUD zoning classification and accompanying Land Use Plan for the development of single-family attached residential uses is consistent with the current Low Density Residential and Conservation future land use designations. The property is located within the Wekiva Study Area and contains karst features, Type A soils, and areas with three coincident protected features. As such, the property is subject to the requirement to set aside thirty-five percent (35%) open space, or approximately 13.08 acres. The proposed Land Use Plan proposes to preserve 12.87 acres of wetland area and create 8.25 acres of open space tracts for a total open space area of 56.5% (or approximately 21.12 acres). In addition, approximately 2.03 acres will be wet retention areas. Transportation and Access: Because of the railroad tracks and the wetlands along the north, the site can only be accessed by Ocoee Vista Parkway. Ocoee Vista Parkway currently ends at the Prairie Lake Reserve and Prairie Meadows subdivisions entrances. The City's Ocoee Vista Parkway unimproved right-of-way (ROW) extends to this property's eastern boundary. Development of this proposed subdivision will include the construction (to City standards) of Ocoee Vista Parkway for the length of the unimproved ROW, where the road will then become a private roadway within a private ROW. Utilities: The Utilities Department has indicated that water and reclaim water are available for this property; however, sewer is not readily accessible. Prior to the submittal of a preliminary subdivision/site plan, the applicant must schedule a meeting with the Utilities Department to discuss the connection to the sanitary sewer. Utility easements in the nearby townhome subdivisions along Ocoee Vista Parkway can be considered or used to access sewer. Engineering for utilities will occur at the time of the final subdivision plan submittal and review. Stormwater: Stormwater management is proposed to be provided on-site, and engineering of the stormwater facilities will be evaluated at the time of the preliminary subdivision plan review. Schools: School capacity encumbrance letter (CEL) and school concurrency will need to be satisfied prior to final subdivision plan approval. Recreation and Open Space: Per the proposed Land Use Plan, a minimum of 1.3 acres of active and passive recreation area will be provided, such as playgrounds, athletic fields, other play courts, picnic benches, and trails. In addition to the tot lot, the internal sidewalks will be demarcated to show distances to encourage use of the sidewalks for exercise purposes. ISSUE: Should the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of the proposed ordinance for the Rezoning from Unclassified District and R-1A (single-family Dwelling) to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28- 0000-00-128, and 03-22-28-2834-01-201? RECOMMENDATIONS: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider this proposed rezoning and, finding no issues, made a recommendation of approval of proposed Rezoning from Unclassified District and R-1A to PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28-2834-01-201. Staff Recommendation: Staff recommends that the Planning and Zoning Commission (PZC), acting as the Local Planning Agency (LPA), make a recommendation of approval of proposed ordinance for the Rezoning from Unclassified District and R-1A to Page 40 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org PUD (Planned Unit Development District) for the Gardenia Pointe Subdivision to be located on four (4) parcels, assigned parcel ID numbers 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128, and 03-22-28- 2834-01-201. ATTACHMENTS: 1. Gardenia Pointe Rezoning Location Map 2. Gardenia Pointe Rezoning Aerial Map 3. Gardenia Pointe Rezoning FLU Map 4. Gardenia Pointe Rezoning Surrounding Zoning Map 5. Rezoning Ordinance - Gardenia Pointe 6. Gardenia Pointe LUP_122923 7. GARDENIA POINTE - WOT AFFIDAVIT Page 41 of 125 PRAIRIE LAKE LAKE HACKNEY N Cl ar ke RdA D M im s R d I s o n L n Prairie Lake BlvdDovetail Dr S tric k er D rJohio Shores RdK a l c h C t Hager DrA n d r e C t Stefanshire Ave St one wat er Cir Prairie Oaks CtBrancaster CirMont heat h Ci r Prairie Sage Trl Compass Flower Way S a g e B u s h S tS w itc h G ra s s C irSt Jam es CtGardenia Pointe RezoningLocation Map I Page 42 of 125 PRAIRIE LAKE A D Mims R dPrairie Lake BlvdIson LnDorwood DrCarriage Oak CtStonewater Cir Prairie Oaks CtMi l kweed St Tranquille Oaks Dr Johio Shores RdLog Run Ct I 0 210 420105Feet Gardenia Pointe Rezoning2022 Aerial Map Page 43 of 125 PRAIRIE LAKE LAKE HACKNEY LDR HDR HDR A D Mims Rd I s o n L n Prairie Lake BlvdK a l c h C t Johio Shores RdStefanshire Ave S t o n e w a t e r C i r S w itc h G r a s s C ir Gardenia Pointe RezoningFuture Land Use Map I Page 44 of 125 PRAIRIE LAKE LAKE HACKNEY A D Mims Rd I s o n L n Prairie Lake BlvdK a l c h C t Johio Shores RdStefanshire Ave S t o n e w a t e r C i r S w itc h G r a s s C ir Gardenia Pointe RezoningSurrounding Zoning Map I Page 45 of 125 ORDINANCE NO. 2024- (Rezoning Ordinance for Gardenia Pointe) TAX PARCEL ID: 10-22-28-0000-00-003, 10-22-28-0000-00-011, 10-22-28-0000-00-128 and 03-22-28-2834-01-201 CASE NO. RZ-23-02-02: Gardenia Pointe AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM UNCLASSIFIED AND R-1A (SINGLE FAMILY DWELLING DISTRICT) TO PUD (PLANNED UNIT DEVELOPMENT DISTRICT) ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY 37.37 ACRES LOCATED ON THE NORTH SIDE OF THE FCEN RAILROAD TRACKS AT THE TERMINUS OF THE UNIMPROVED OCOEE VISTA PARKWAY RIGHT-OF-WAY AND ASSIGNED PARCEL IDENTIFICATION NUMBRS 10-22-28-0000-00- 003, 10-22-28-0000-00-011, 10-22-28-0000-00-128 AND 03-22-28-2834-01-201; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; PREVAILING IN THE EVENT OF ANY INCONSISTENCY; PROVIDING FOR SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owner (the “Applicant”) of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, has submitted an application to the City Commission of the City of Ocoee, Florida (the “Ocoee City Commission”) to rezone said real property (the “Rezoning”); and WHEREAS, the Applicant seeks to rezone certain real property containing approximately 37.37 acres, more particularly described in Exhibit “A” attached hereto and by this reference made a part hereof, from Unclassified and R-1A to PUD; and WHEREAS, pursuant to Section 5-9(B) of Article V of the Land Development Code of the City of Ocoee, Florida (the “Ocoee City Code”), the City Development Services Director has reviewed said Rezoning application and determined that the Rezoning is consistent with the City of Ocoee Comprehensive Plan as set forth in Ordinance No. 91-28, adopted September 18, 1991, as amended (the “Ocoee Comprehensive Plan”); and WHEREAS, said Rezoning application was scheduled for review and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the “Planning and Zoning Commission”), acting as the Local Planning Agency; and WHEREAS, on January 9, 2024, the Planning and Zoning Commission held a public hearing and reviewed said Rezoning application for consistency with the Ocoee Comprehensive Plan and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan and is in Page 46 of 125 the best interest of the City, and recommended to the Ocoee City Commission that the zoning classification of said real property be rezoned as requested by the Applicant and that the Ocoee City Commission find that the Rezoning requested by the Applicant to be consistent with the Ocoee Comprehensive Plan; and WHEREAS, on February 20, 2024, the Ocoee City Commission held a de novo advertised public hearing with respect to the proposed Rezoning of said real property and determined that the Rezoning is consistent with the Ocoee Comprehensive Plan; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3)(a), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. REZONING. The zoning classification, as defined in the Ocoee City Code, of the Property described in Exhibit “A” containing approximately 37.37 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from Unclassified and R-1A to PUD. A map of said land herein described which clearly shows the area of the Rezoning is attached hereto as Exhibit “B” and by this reference is made a part hereof. SECTION 3. COMPREHENSIVE PLAN. The Ocoee City Commission hereby finds the Rezoning of the land described in this Ordinance to be consistent with the Ocoee Comprehensive Plan. SECTION 4. ZONING MAP. The City Clerk is hereby authorized and directed to revise the Official Zoning Map of the City of Ocoee in order to incorporate the Rezoning enacted by this Ordinance, and the Mayor and City Clerk are hereby authorized to execute said revised Official Zoning Map in accordance with the provisions of Section 5-1(G) of Article V of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. This ordinance prevails in the event of any inconsistency with all ordinances or parts of ordinances in conflict herewith. SECTION 6. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. Page 47 of 125 SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this _____ day of ______________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of ______________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ Page 48 of 125 EXHIBIT “A” LEGAL DESCRIPTION 1. PARCEL ID NO.: 10-22-28-0000-00-003 SW1/4 OF NW1/4 (LESS THAT PART LYING S OF ACL RR) OF SEC 10-22-28 2. PARCEL ID NO.: 10-22-28-0000-00-011 W1/8 OF SE1/4 OF NW1/4 LYING N OF SEABOARD COASTLINE R/R & FLORIDA CENTRAL R/R IN SEC 10-22-28 3. PARCEL ID NO.: 10-22-28-0000-00-128 E1/2 OF W1/4 OF SE1/4 OF NW1/4 LYING N OF SCL RR IN SEC 10-22-28 4. PARCEL ID NO.: 03-22-28-2834-01-201 FOREST OAKS UNIT 1 13/84 BEG AT N COR OF LOT 120 TH S 18 DEG E 135 FT S 71 DEG W 44.77 FT N 142.33 FT TO POB Page 49 of 125 EXHIBIT “B” Page 50 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 1 11 Coversheet PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Coversheet Symbols & Abbreviations Boundary Survey Existing Conditions Plan Overall Site Plan Ocoee Vista Pkway Plan General Details Architectural Elevations 1 2 3 4 5 6 7 8-11 RevisedTitleNo. Drawing IndexProject Team Utilities Vicinity Map 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 11-20-23 Owner International Church Of The Foursquare Gospel 2200 A D Mims Rd Ocoee, FL 34761-1900 Ph: Fx: Developer PMDW Ventures, LLC 6 Ambrose Lane South Barrington, IL 60010 Ph: Fx: Surveyor Nieto-Whittaker Surveying LLC 1728 Ronald Reagan Blvd. Longwood, FL 32750 Ph: (407) 636-8460 Fx: (407) 636-8461 Civil Engineer G L Summitt Engineering, Inc. 3667 Simonton Place Lake Mary, FL 32746 Ph: (407) 323-0705 Fx: (407) 992-8650 Landscape Architect Ravensdale Planning & Design, Inc. 3208-C E. Colonial Dr. #294 Orlando, FL 32803 Ph: (407) 647-1213 Fx: Gardenia Pointe Townhomes Land Use Plan City of Ocoee Florida Parcel I.D. # 10-22-28-0000-00-003; 011; 128; 03-22-28-2834-01-201 for by Site 1" = 1,000'STR: 09, 22S, 26E Drinking Water City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Sanitary Sewer City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Garbage Disposal City of Ocoee 301 Maguire Road Ocoee, FL 34761 Ph: (407) 905-3170 Fx: Reclaim Water City of Ocoee 1800 A.D. Mims Rd. Ocoee, FL 34761 Ph: (407) 905-3100 Fx: Electric Service Duke Energy 3250 Bonnet Creek Rd, Orlando, FL 32830 Ph: (800) 700-8744 Phone Provider AT&T 1227 S. Division Ave. Orlando, FL 34805 Ph: (407) 351-7100 Cable Provider Spectrum Networks 100 Gordon St. Sanford, FL 32771 Ph: (321) 805-3081 PMDW Ventures, LLC NOTE: 1.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS, FDOT GREEN BOOK, AND THE CITY OF OCOEE ENGINEERING MANUAL, CITY OF OCOEE LAND DEVELOPMENT CODE REGULATIONS & SPECIFICATIONS. Page 51 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 2 11 Symbols & Abbreviations PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- WATER & REUSE WATER M 100 LF SAN 8 PVC 0.40% SECTIONHIGHWAYCLASSSECTHWYCLS EXTEND/EXTENSION EXPAND/EXPANSION EXISTING EXCAVATE/EXCAVATION ENDWALL EACH WAY ESTIMATE EASEMENT EQUIVALENT EQUIPMENT EQUAL/EQUATION EDGE OF PAVEMENT ENGINEER(ING) ENCASEMENT ELLIPSE/ELLIPTICAL ELEVATION ELECTRIC ELBOW EASEMENT LINE EXISTING GRADE EFFLUENT EACH FACE ENERGY DISSIPATOR EDGE OF CONCRETE EACH EAST DRIVEWAY DRAWING DRAIN DOWN DROP MANHOLE DISTANCE DISCHARGE DUCTILE IRON PIPE DIMENSION DIAGONAL DIAMETER DUCTILE IRON DESIGN HIGH WATER LEVEL DETAIL DEPARTMENT DEFLECT(ION) DEGREE DOUBLE CYLINDER CUBIC YARD CULVERT CABLE TELEVISION CENTER COATING CONTROL STRUCTURE CONCRETE POWER POLE COUPLING CORNER COORDINATE(S) CONTINUOUS CONSTRUCT(ION) CONNECTION CONCRETE COMPLETE COLUMN CLEANOUT COUNTY CONDUIT CORRUGATED METAL PIPE ARCH CORRUGATED METAL PIPE CONCRETE MONUMENT EXT EXP EXIST EXC EWL EW EST ESMT EQUIV EQUIP EQ EOP ENG ENC ELLIP ELEV ELEC ELB E/L EG EFF EF ED EC EA E DWY DWG DRN DN DMH DIST DISCH DIP DIM DIAG DIA DI DHWL DET DEPT DEFL DEG OR ° DBL CYL CY CULV CTV CTR CTG CS CPP CPLG COR COORD CONT CONST CONN CONC COMP COL CO CO. CND CMPA CMP CM 2221 16 15 NORTHNORTH 8 8 8 8 8 8" MISC. TREE 8" PALM TREE 8" PINE TREE 8" OAK TREE 8" MAPLE TREE DIRT ROAD BRICK PAVERS 99.50 SPOT ELEVATION HANDICAP PARKING GUY WIRE SATALITE DISH TRANSFORMER TRAFFIC SIGNAL POLE RR CROSSING GATE R R RR CROSSING SIGN DUMPSTER MW MONITORING WELL W WELL E T ELECTRIC BOX / TELEPHONE RISER T TELEPHONE MANHOLE E ELECTRIC MANHOLE CONCRETE UTILITY POLE SET 4x4 CM RECOVERED IRON ROD SET IRON ROD CONCRETE LIGHT POLE LIGHT POLE B FP BACKFLOW PREVENTOR REUSE WATER MAINRM DYH WV FDOT TYPE 1 INLET FDOT TYPE 2 INLET FDOT TYPE 3 INLET FDOT TYPE 4 INLET FDOT TYPE 5 INLETFDOT TYPE 6 INLET DELTA AT AND YEAR YARD WELDED WIRE MESH WELDED WIRE FABRIC WATER VALVE WEIGHT WET SEASON WATER TABLE WATER SURFACE WOOD POWER POLE WATER/WEATHER PROOF WITHOUT WATER MAIN WITH WEST VERTICAL POINT OF TANGENCY VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVE VERTICAL VITRIFIED CLAY PIPE VERTICAL CURVE VALVE BOX UNDERGROUND TELEPHONE CABLE UNLESS OTHERWISE NOTED UNDERGROUND UNDERDRAIN TYPICAL TOWNSHIP TOP OF SLOPE TOTAL TOE OF SLOPE TOP OF CURB TOP OF BANK TERMINAL LAMPHOLE TEMPORARY TECHNICIAN/TECHNICAL TOTAL DYNAMIC HEAD TRENCH DRAIN TIME OF CONCENTRATION TEMPORARY BENCH MARK TOP AND BOTTOM TURFBLOCK TANGENT SYSTEM SYMMETRICAL SYMBOL(S) SIDEWALK SOUTHWEST SERVICE SUSPEND/SUSPENSION SUPPORT STORM SEWER STRUCTURE STEEL STANDARD STATION STREET STAINLESS STEEL STATE ROAD SQUARE YARD(S) SQUARE FOOT/FEET SQUARE INCH(ES) SQUARE SPECIFICATION(S) SHEET METAL SLOPE SETBACK LINE SIMILAR SEASONAL HIGH GROUND WATER TABLE SHEET OVERHEAD OVERFLOW OUTFALL STRUCTURE OVAL REINFORCED CONCRETE PIPE OPPOSITE OPENING OR EQUAL OUTSIDE DIAMETER ON CENTER NORMAL WATER LEVEL NORTHWEST NOT TO SCALE NOMINAL NUMBER NOT IN CONTRACT NATURAL GROUND NORTHEAST NAIL AND CAP NOT APPLICABLE NORTH MOUNTING MEAN SEA LEVEL MILES PER HOUR MONUMENT MEAN LOW WATER LEVEL METAL LIGHT POLE MECHANICAL JOINT MISCELLANEOUS MINIMUM MEAN HIGH WATER LEVEL MANHOLE COVER MANHOLE MILLION GALLONS PER DAY MANUFACTURER MITERED END MECHANICAL MAXIMUM MATERIAL MAINTENANCE LOW WATER LEVEL LEFT LONG LIGHT POLE LIMIT(S) LONG LINEAR FEET/FOOT POUND LATERAL LATITUDE LENGTH JOINT JOIST JUNCTION JUNCTION BOX INVERT INTERSECT/INTERSECTION IRON ROD IRON PIPE INSTALL INSERT INLET INCHES INSIDE FACE INSIDE DIAMETER INTERSECTION ANGLE INTERSTATE HIGHWAY HYDRAULIC @ & YR YD WWM WWF WV WT WSWT WS WPP WP W/O WM W/ W VPT VPI VPC VERT VCP VC VB UTC UON UG UD TYP TWP TS TOT TOS TOC TOB TL TEMP TECH TDH TD TC TBM T&B TB T SYS SYMM SYM SWK SW SVC SUSP SUP STS STR STL STD STA ST SS SR SQ YD SQ FT SQ IN SQ SPEC SM SL S/L SIM SHGWT SH OVHD OVFL OS ORCP OPP OPNG OE OD OC NWL NW NTS NOM NO OR # NIC NG NE N&C NA N MTG MSL MPH MON MLWL MLP MJ MISC MIN MHWL MHC MH MGD MFR ME MECH MAX MATL MAINT LWL LT LONG LP LIM LG LF LB LATL LAT L JT JST JCT JB INV INT IR IP INST INS INL IN IF ID IA I-4 HYD EDGE OF PAVEMENT W/O CURB W/CURB EDGE OF PAVEMENT GUY POLEBENCHMARK RECOVERED 4x4 CM CONCRETE COUNTY ROADS INTERSTATE ROADS WOOD AND/OR METAL MISCELLANEOUS SIGN SECTION CORNER STATE ROADS 520 YARD LIGHT WOOD UTILITY POLE 95 50 HIGHWAY & UTILITIES D STORM DRAIN STORM SEWER MANHOLE MITERED END STORM INLET WATER METER WATER MAIN 6" PVC PIPE WATER VALVE FIRE HYDRANT 6"WM WATER & REUSE WATER ABBREVIATIONS BFP BACKFLOW PREVENTER CLEAR/CLEARANCE CONCRETE LIGHT POLE CENTER LINE CONSTRUCTION JOINT CAST IRON PIPE CAST IRON CURB AND GUTTER CUBIC FEET PER SECOND CUBIC FEET PER MINUTE CUBIC FEET CEMENT CENTER TO CENTER CATCH BASIN CAPACITY BUTTERFLY VALVE BOTTOM OF SLOPE BEARING BOTTOM BACK OF CURB BLOWOFF BOUNDARY BENCH MARK BOULEVARD BUILDING BASELINE AZIMUTH AVERAGE AVENUE ASSEMBLY ASPHALT AIR RELEASE VACUUM VALVE AIR RELEASE VALVE APPROXIMATE AMPERE(S) BEFORE NOON ALTERNATE ALUMINUM AVERAGE DAILY TRAFFIC ADDITIONAL ASBESTOS CEMENT PIPE ACRE FOOT/FEET ACRE(S) ABANDON(ED) ANCHOR BOLT AREA CLR CLP C/L CJ CIP CI C&G CFS CFM CF CEM CC CB CAP BV BS BRG BOT BOC BO BND BM BLVD BLDG BL AZ AVG AVE ASSY ASPH ARVV ARV APPROX AMP AM ALT AL ADT ADDL ACP AC-FT AC ABD AB A PROFILE GRADE POINTPFGP FM CABLE TELEVISION UNDERGROUNDCTV UGT UE GAS OVERHEAD TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TELEPHONE 80 L 81 BUILDING LINE CONTOURS WOOD FENCE RAILROAD TRACKS GAS MAIN UNDERGROUND HIGH DENSITY POLYETHYLENEHDPE SECONDS SOUTHEAST SHELF DRAIN SIDE DRAIN SCHEDULE SPLASH BLOCK SANITARY SEWER SOUTH REUSE WATER MAIN RIGHT-OF-WAY RELIEF VALVE RIGHT RAILROAD REVOLUTIONS PER MINUTE REVISE/REVISION REQUIRED REINFORCE(D) REFERENCE REDUCER ROADWAY ROAD REINFORCED CONCRETE PIPE ARCH REINFORCED CONCRETE PIPE RADIUS FLOW RATE POWER PAVEMENT POLYVINYL CHLORIDE POINT OF TANGENCY POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POINT OF REVERSE VERTICAL CURVE PROPOSED PROJECT PRESSURE POINT OF REVERSE CURVATURE PHONE RISER POWER POLE PUSH ON JOINT POINT OF BEGINNING PROPERTY LINE POINT OF INTERSECTION POLYETHYLENE PIPE POINT OF COMPOUND CURVATURE POINT OF CURVATURE HIGH WATER LEVEL HEADWALL HEIGHT HOUR HORSEPOWER HORIZONTAL HARDWARE HOSE BIBB GROUND WATER TABLE GUY WIRE GATE VALVE AND BOX GATE VALVE GALVANIZED STEEL PIPE GROUND/GRADE GUARD RAIL GALLONS PER SECOND GALLONS PER MINUTE GALLONS PER HOUR GALLONS PER DAY GAS MAIN GALVANIZED GALLON GAUGE FOOTING FEET/FOOT FEET PER SECOND FEET PER MINUTE FEET PER HOUR FOUND FORCE MAIN FLANGE FLEXIBLE FLOOR FENCE LINE FITTING FINISHED FIGURE FURNISH AND INSTALL FIRE HYDRANT FINISHED GRADE FINISHED FLOOR OF TRANSPORTATION FLORIDA DEPARTMENT FOUNDATION FLOOR DRAIN FRAME AND COVER SEC SE SDN SD SCH SB SAN S RWM R/W RV RT RR RPM REV REQD REINF REF RED RDY RD RCPA RCP R Q PWR PVMT PVC PT PSI PSF PRVC PROP PROJ PRESS PRC PR PP POJ POB P/L PI PEP PCC PC HWL HW HT HR HP HORIZ HDW HB GWT GW GV&B GV GSP GRD GR GPS GPM GPH GPD GM GALV GAL GA FTG FT FPS FPM FPH FND FM FLG FLEX FLR FL FIT FIN FIG F&I FH FG FF FDOT FDN FD F&C S S SANITARY SEWER LINE CLEANOUT FORCE MAIN MANHOLE SANITARY LINES CHAIN LINK FENCE CENTER LINE WIRE FENCE EASEMENT GUARDRAIL EXISTING PLATS RETAINING WALL RIGHT-OF-WAY LINE SHORELINE SWALE x x R/W C x EXISTING SYMBOLS UNDERDRAIN CEANOUT RECLAIMED WATER MAINRM 2 24 901 24 901 21 16 15 22 CHECK VALVE WATER SERVICE DOUBLE REUSE TYPE A FF=98.76 PREVENTER BACKFLOW SP REUSE WATER SYSTEM CONNECTION SAMPLE POINT CROSS SECTION DETAIL SERVICE SERVICE 100 LINEAR FEET PAVEMENT MARKING MIAMI CURB TYPE F CURB & GUTTER BLDG OR STRUCTURE W/ FHA LOT TYPE 50 95 SILT FENCE TRAFFIC FLOW UTILITY POLE 520 STATE ROADS SECTION CORNER SIGNS LIGHT POLE INTERSTATE ROADS HANDICAP PARKING GUY POLE FINISHED FLOOR ELEVATION DUMPSTER PAD DETAIL REFERENCE COUNTY ROADS CONCRETE BOUND CORNER STORM INLET HIGHWAY & UTILITIES SANITARY WM TEE REDUCER METER FIRE HYDRANT GATE VALVE DOUBLE WATER CHECK VALVE DOUBLE DETECTOR CROSS BLOWOFF 90° BEND 45° BEND 22 1/2° BEND 11 1/2° BEND WATER MAIN FM MANHOLE FORCE MAIN DOUBLE SANITARY CLEANOUT PIPE @ 0.40% SLOPE SANITARY 8" PVC TREE LINE SWALE SHORELINE C 80 SETBACK P/L R/W FOR POND SIDE SLOPE TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 100 LF STS 24 RCP @ 0.20% SPOT ELEVATION SLOPE DIRECTION ARROW MITERED END SECTION MANHOLE FDOT INLET FDOT INLET FDOT INLET FDOT INLET FDOT INLET FDOT INLET DRAINAGE FLOW DIRECTION UNDERDRAIN 6" PVC PIPE PIPE @ 0.20% 24" REINFORCED CONCRETE 100 LINEAR FEET STORM PIPE STORM DRAINLINES 81 xx SETBACK LINE RIGHT-OF-WAY LINE RETAINING WALL PROPERTY LINE LOT LINE GUARDRAIL EASEMENT CONTOUR CHAIN LINK FENCE CENTER LINE CONSERVATION BOUNDARY FENCE PROPOSED SYMBOLS 100.00 Page 52 of 125 Page 53 of 125 SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 4 11 Existing Condtions PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 47 47 47 47 47 46 46 46 46 46 46 46 46 46 46 46 46 46 46 2 3 3 3 3 3 3 3 3 3 3 3 3 99 34 20 20 20 20 20 SOILS LEGEND: USGS SOILS LINE ARCHBOLD FINE SANDS 0 TO 5% SLOPES BASINGER FINE SANDS 0 TO 1% SLOPES PONDED IMMOKALEE FINE SANDS POMELLO FINE SANDS 0 TO 5% SLOPES TAVARES FINE SANDS 0 TO 5% SLOPES TAVARES-MILLHOPPER FINE SANDS 0 TO 5% SLOPES WATER 2 3 20 34 46 47 99 FLUCCS LEGEND: FLUCCS LINE LOW DENSITY RESIDENTIAL <2 DU/AC RUAL RESIDENTIAL 1 DU/2AC OR MORE MEDIUM DENSITY RESIDENTIAL 2>5 DU/AC HIGH DENSITY RESIDENTIAL >6 DU/AC INSTITUTIONAL HERBACEOUS (DRY PRAIRIE) UPLAND MIXED (NONFORESTED) UPLAND MIXED (CONIFEROUS/HARDWOOD) LAKES FRESHWATER MARSHES MIXED SCRUB/SHRUB WETLANDS 1700 1180 1200 FEMA FIRM LEGEND: FEMA FIRM LINE AREAS BELOW 100 YR. FLOOD PLAIN (84.9 NAVD) AREAS OUTSIDE 100 YR. FLOOD PLAIN ZONE 'AE' ZONE 'X' 1700 1700 1700 1700 1700 4200 4200 4200 42004200 3100 3100 3100 3100 31003100 3100 1180 1180 1180 1180 1180 1180 1180 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 6410 6410 6410 6410 6460 6460 6460 6460 6460 5200 5200 5200 5200 5200 5200 5200 5200 5200 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 4340 1300 1300 1300 1300 13001300 1300 1200 1200 1200 1200 1100 1100 1200 1200 1200 1200 1200 1200 1100 1300 1700 3100 3300 4340 5200 6410 6460 FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE FLAGGED WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER 34.8' WETLAND BUFFER FLAGGED WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'X' ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) ZONE 'AE' (84.9 NAVD) Page 54 of 125 SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) WRA-1 WRA-1 WRA-2 WRA-2 WRA-2 WRA-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-1 OS-2 OS-2 OS-2 OS-2OS-2OS-2OS-2WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 WET-1 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-3 OS-1 OS-1 10 space s 10 space s 10 space s 10 spac e s 10 spa c e s 6 spac e s6 spaces8 spaces1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30313233 3435363738 394041424344 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 5 11 Overall Site Plan PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0100 100 200 40050 SITE DATA: Parcel I.D. #:09-22-26-1100-0580-0001; 0000 Property FLU:Low Density Residential Property Zoning:A (existing), PD (proposed) Gross Land Area: 37.37 acres Wetland Area: 12.87 acres Prairie Lake: 6.51 acres Gross Developable Area: 24.50 acres Net Developable Area: 24.50 acres Stormwater Management Area: 2.03 acres Right-of-Way Area: 3.18 acres Offsite Right-of-Way Dedication: 0.00 acres Public Open Space Tracts: 8.25 acres Proposed Residential Units:84 Single-Family Attached Lots Net Residential Density:3.43 dwelling units/Net Developable Acre Minimum Living Area:1,400 sqft. (Heated/cooled space) Maximum Building Height:Two Stories, 35' Minimum Lot Width:20' (Internal Block); 24' (External Block) Minimum Lot Depth:N/A Minimum Lot Size:2,000 (Attached) Maximum Lot Coverage:80% Minimum Open Space %:25% Setbacks: 20' Internal Block Lots: Front:25' Side:0.0' (Interior); 3.0' (End-Unit) Rear:17' Rear Porch:7.5' 24' External Block Lots: Front:20' Side:0.0' (Interior); 3.0' (End-Unit) Rear:17' Rear Porch:7.5' Open Space Requirements: Open Space Required: 24.50ac. * .25 = 6.13 acres (required) Open Space Provided: Tract OS-1:4.54 acres Tract OS-2:.78 acres Tract OS-3:2.93 acres Tract WRA-1:1.25 acres Tract WRA-2:0.78 acres Total: 10.28 acres (6.13 required) Major Street Setbacks: CSX Railway.25' (setback from right-of-way line) Additional Notes: 1.Billboards and pole signs shall be prohibited. 2.There is no proposed 100 yr. Flood Plain encroachment and the property is in Zone 'X' & 'AE' areas inside/outside of the 100 yr. flood plain. 3.A Homeowner's Association will be created for maintenance and ownership of common area tracts as reflected in the tract table. 4.Fire Protection will be provided by City of Ocoee in accordance with the 2018 Florida Fire Prevention Code. 5.The project will be constructed in a single phase. 6.All units will be sprinkled for fire protection purposes. 7.A Minimum of 1.3 acres of active and passive recreation (i.e. playgrounds, athletic fields, other play courts, picnic benches, trails, etc.). 8.In addition to the tot lots the internal sidewalks will be demarcated to show distance to encourage use for exercise. Off-Street Parking: Required Parking: 2.0 spaces per Unit (for Single-Family Detached): (84 units x 2.0 spaces/unit) = 168 Total Required Parking: 168 Provided Parking: Guest Parking: 70 spaces Units with 1-Space Garage:33 spaces Units with 2-Space Garage:51 spaces Driveway Parking Space:84 spaces Total Parking Provided: 289 spaces Phasing: This project is to be developed in one phases. Traffic: Single-Family Residential:84 d.u. * 9.57 trip/d.u. = 804 A.D.T. Stormwater Management: The project will meet the requirements of City of Ocoee Land Development Code and the St. Johns River Water Management District. School Age Population: 84 d.u. * .350 children/unit = 29 children Needed Fire Flow (NFF): (Based on FFPC 2018 7th Edition Chapter 18 & Annex I) Single-Family (less than 5,000 sqft.):1,000 gpm Single-Family (more than 5,000 sqft.):Per Table 18.4.5.2.1 Water, Sewer and Solid Waste Demand: Water Demand: 84 Units * 350 gallons/day = 29,400 gallons/day Sewer Demand: 84 Units * 300 gallons/day = 25,200 gallons/day Solid Waste Demand: 84 Units * 2.6 persons/unit * 4.3 Lb./person/day = 939 Lb/day FUTURE LAND USE: RESIDENTIAL ZONING: R-1A EXISTING USE: Single-Family FUTURE LAND USE: RESIDENTIALZONING: R-1AEXISTING USE: SINGLE-FAMILYFUTU R E L A N D U S E : A G ZONI N G : A - 1 EXIS T I N G U S E : I N T E R N A T I O N A L C H U R C H OF T H E F O U R S Q U A R E FUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESA D MIMS RD.A D MIMS RD. WETLAND LINE 25.0' WETLAND BUFFER 25.0' WETLAND BUFFER UPLAND TRACT UPLAND TRACT UPLAND TRACT PRAIRIE LAKE PRAIRIE LAKE PRAIRIE LAKE PRAIRIE LAKE EAGLE'S NEST R330.0' EAGLE'S NEST SETBACK WETLAND LINE WETLAND LINE WETLAND LINE WETLAND LINE CSX RIG H T - O F - W A Y CSX RI G H T- OF- W A YFUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESRETENTION POND RETENTION POND OPEN SPACE OPEN SPACE OPEN SP A C E WETLAND LINE WETLAND LINE POND TRACT LIMITS POND TRACT LIMITS TRACT LIMITS FOR OS-1 TRACT LIMITS FOR OS-3 AMENITY CENTER Page 55 of 125 SAGE B U S H S T R E E T R/W VA R I E S P E R P B 1 0 5 P G 5 0 (ASPHA L T )MILKWEED STREET32' R/W PER PB 105 PG 50 (ASPHALT)PRAIRIE ME A D O WS W A Y R/W V ARIES PER P B 105 P G 50(ASP H ALT) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T )SWITCH GRASS C IRCLER/W VAR IES PER PB 69 PG 50 (ASPHALT ) SAGE B U S H S T R E E T R/W VA R I E S P E R P B 1 0 5 P G 5 0 (ASPHA L T )MILKWEED STREET32' R/W PER PB 105 PG 50 (ASPHALT)PRAIRIE ME A D O WS W A Y R/W V ARIES PER P B 105 P G 50(ASP H ALT) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T ) SWITCH G R A S S C I R C L E R/W V A R I E S P E R P B 6 9 P G 5 0 (ASPHA L T )SWITCH GRASS C IRCLER/W VAR IES PER PB 69 PG 50 (ASPHALT ) WRA-1 OS-1 OS-1 OS-1 OS-1 OS-2 OS-28 spaces1 2 3 4 5 6 7 8 9 10 11 12 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 6 11 Ocoee Vista Parkway Extension PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 0100 100 200 40050 A D MI M S R D . CSX RIG H T - O F - W A Y A D MI M S R D . CSX RIG H T - O F - W A Y CSX RIG H T - O F - W A Y OCOEE V I S T A P K W Y FUTURE LAND USE: RESIDENTIALZONING: PUD-MDEXISTING USE: TOWNHOMESFUTURE L A N D U S E : R E S I D E N T I A L ZONING : P U D - M D EXISTIN G U S E : T O W N H O M E S OCOEE V I S T A P K W YOCOEE VISTA PKWY EXISTING END OF PAVEMENT OF OCOEE VISTA PKWY 50.0' ROW TRACT D PB 69 PG. 63 6.0' SIDEWALK 24.0' PAVEMENT 6.0' SIDEWALK TRACT D RIGHT-OF-WAY LINE TRACT D RIGHT-OF-WAY LINE R150.0 TRACT D RIGHT-OF-WAY LINE 24.0' PAVEMENT 6.0' SIDEWALK Page 56 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 7 11 General Details PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- TYPICAL 50' ROW ROADWAY CROSS SECTION DETAIL100 -R.O.W.SIDEWALK 1.5' DRIVE ISLE 12' CL DRIVE ISLE 12'1.5'R.O.W.LANDSCAPE 5.5' 25' 50' 25'UTILITY EASEMENT10' UTILITY/ SIDEWALK EASEMENT 10' UTILITY/ SIDEWALK EASEMENT N.T.S. 5.5' LANDSCAPE SIDEWALK NOTE: ALL FILL PLACED WITHIN THE PROPOSED RIGHT-OF-WAYS SHALL BE COMPRISED CLEAN FINE SANDS WITH A REMOLDED PERMEABILITY OF 8 FEET PER DAY OR GREATER WHEN COMPACTED TO A DENSITY OF 91 PERCENT OF THE SOIL'S MAXIMUM MODIFIED PROCTOR DENSITY VALUE (ASTM D-1557). THE FILL MATERIAL SHALL HAVE A MAXIMUM FINES CONTENT OF 3 PERCENT PASSING THE U.S. NO. 200 SIEVE. CLEAN THE SURFACE TO BE PRIMED AND ENSURE THAT THE MOISTURE OF THE BASE DOES NOT EXCEED 90% OF THE OPTIMUM MOISTURE. ENSURE THAT THE TEMPERATURE OF THE PRIME COAT IS AT 150 DEGREES. APPLY THE PRIME COAT WITH A PRESSURE DISTRIBUTOR. THE PROPER APPLICATION SPREAD RATE WILL BE AT 1% WHICH IS SUFFICIENT TO COAT THE BASE MATERIAL UNIFORMLY WITH NO EXCESS. ALSO, SECTION 311-5.2: APPLY SAND UNIFORMLY AND FREE OF FOREIGN MATERIALS. THEN ROLL THE ENTIRE PRIMED AND SANDED AREA WITH A RUBBER TIRE TRAFFIC ROLLER. PRIOR TO PUTTING DOWN THE ASPHALT, SWEEP THE ENTIRE AREA OF EXCESS SAND TO PREPARE FOR PAVING 2% 6'6' 2.0" TYPE SP9.5 ASPHALT 8" CRUSHED CONCRETE BASE MIN 98% STANDARD PROCTOR DRY (T-180) DENSITY. MIN. LBR 160 12" STABILIZED SUBGRADE LBR 40 OR FBV 75 AND COMPACT TO 98% PER AASHTO T-180 2%2% 1.5' CURB & GUTTER TYPE 'F' CURB 1.5' CURB & GUTTER TYPE 'F' CURB 2% FRONT 101 -N.T.S. INTERIOR 20' TOWNHOME LAYOUT PLAN 23'20' 100' 25' FRONT SETBACK 6' SIDEWALK 20' BUILDING SEPARATION 6' SIDEWALK 20' MAIN STREET SIDE STREET23' 17' REAR SETBACK N.T.S. STANDARD SIDEWALK DETAIL103 - 5' S/W 2" TYP.4"-6"CONCRETE WALK AT 4,000 PSI WOOD FLOAT FINISH. SAW CUT CONTRACTION JOINTS AT 5' O.C. MIN. EXPANSION JOINT AT 20' O.C. MIN COMPACTED SUBGRADE NOTE: ALL SIDEWALK TO BE CONSTRUCTED AS PART OF INFRASTRUCTURE & SHALL BE 6" THICK ACROSS DRIVEWAYS OR POND ACCESS POINTS 104 - FDOT TYPE 'F-MOD' CURB N.T.S.1/4"3" R COMPACTED 6"STABILIZED6"6"8"6"SUBBASE SUBGRADE PAVEMENT 71/2"BASE 1' -0" 2" R 12"6"12" N.T.S. STOP SIGN, STOP BAR & CROSSWALK107 - DOUBLE YELLOW PLASTIC STOP BAR 24" WHITE THERMO-50'4" 4"4" 6' STOP SIGN 30" HI INTENSITY 5' CONCRETE SIDEWALK 4' 6' RADIUS CENTER OF N.T.S. 106 - TRUNCATED DOME DETAIL WHITE STRIPE 12" SOLID 3 DRY RETENTION POND CROSS SECTION105 -N.T.S. POND BOTTOM 1 4 ELEV. A ELEV. B SEED & MULCH POND BOTTOM1 4 1 4DRAINAGE TRACT LIMITS1 4 DRAINAGE TRACT LIMITSSEE GRADING PLAN SLOPE TO BE SODDED SLOPES TO BE SODDED SLOPE TO BE SODDED BOTTOM WIDTH VARIES TOP WIDTH VARIES5' POND BERM 5' POND BERM 25yr.24hr. ELEV. = ELEV. 'E' 100yr.24hr. ELEV. = ELEV. 'G'ELEV. A FRONT 102 -N.T.S. EXTERIOR 24' TOWNHOME LAYOUT PLAN 27'24' 100' 20' FRONT SETBACK 6' SIDEWALK 20' BUILDING SEPARATION 6' SIDEWALK 24' MAIN STREET SIDE STREET27' 17' REAR SETBACK OPTIONAL 8' LANAI MIN. 7.5' SETBACK OPTIONAL 8' LANAI MIN. 7.5' SETBACK Page 57 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 8 11 Architectural Elevations 1 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Page 58 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 9 11 Architectural Elevations 2 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Page 59 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 10 11 Architectural Elevations 3 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Page 60 of 125 Office: Lake Mary 3667 Simonton Place Lake Mary, Florida 32746 phone: 407-323-0705 fax: 407-992-8650 SHEET NUMBER www.GLSeng.com NO.DATE DESCRIPTION RevisionsPlans not valid unless Signed,Dated and Sealed below.____________________Date:________________FL Registration #58775Certificate of Authorization #29665GEOFFREY L. SUMMITT, P.E.OF 6 Ambrose Lane ---- South Barrington, IL 60010 ---- ---- Gardenia Pointe Townhomes City of Ocoee, Florida Planned Development Master Plan 11 11 Architectural Elevations 4 PMDW Ventures, LLC November 20, 202301/05/23 Initial Release Response To Commnets08/31/23 Response To Comments11/20/23 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Page 61 of 125 Page 62 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: January 9, 2024 Item #: 4 Contact Name: Anoch Whitfield, Zoning Manager Department Director: Michael Rumer Subject: Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan LS-2023-004 (Zoning Manager Whitfield) BACKGROUND SUMMARY: Owner/Applicant: The property is owned by the Ocoee United Methodist Church, Inc. (Ocoee UMC), and the applicant is Carlos Bonilla, Esquire. Site Location: The property is located in Commission District 2, generally on the northeast corner of the South Clarke Road and White Road intersection. Property Size & Parcel Identification Number: The subject property consists of the southern 5.71-acre portion of the property address at 201 S. Clarke Road, assigned Parcel ID # 21-22-28-0000-00-027. Existing Site Conditions: The table below summarizes the existing site characteristics of the property. Current Future Land Use Map (FLUM) Designation Current Zoning District Existing Land Use Unique Features/Overlay Districts Low Density Residential R-1A Vacant None The table below lists the jurisdictions, future land use designations, zoning districts, and existing uses of the surrounding properties. Direction Jurisdiction Future Land Use Designation Zoning Existing Land Uses North City of Ocoee Low Density Residential R-1A Single-family residential homes South City of Ocoee Low Density Residential PUD-LD Single-family residential homes East City of Ocoee Low Density Residential R-1A Single-family residential homes West Orange County Institutional A-1 Public utility facilities Transportation and Access: The subdivision will have two (2) limited access points. The primary access point is via a new public road (50-foot right-of-way) off of White Road, which will be limited to a right-in/right-out operation and which will be dedicated to the City. The secondary access point is via a new private driveway (30-foot width) off of South Clarke Road (just south of the existing church entrance), which will also be limited to a right-in/right-out operation. This secondary private driveway will also provide access to the recently approved telecommunications bell tower via a shared access easement and agreement. Based on the Traffic Impact Analysis (TIA) provided, the proposed 18-lot subdivision will not cause the affected transportation network along White Road or South Clarke Road to operate below the adopted level of service. Project traffic is fairly minimal (16 AM and 20 PM Peak Hour Page 63 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Trips), and the turn lane analysis at the Clarke Road at White Road traffic signal indicated sufficient storage length in both eastbound (EB) and westbound (WB) directions. Utilities: The Utilities Department approved the Ocoee Oaks Joint Venture project as a preliminary subdivision plan. The City has sufficient water/wastewater treatment capacity at the respective treatment plants for the project; however, capacity is reserved when the vertical construction permit(s) are issued. The points of connection for utilities shall be as follows: 1. Potable water service is available from the City’s 10” main on the east side of Clarke Rd. 2. Sanitary sewer service is available at the terminal manhole in the Whitehill subdivision on Robyns Glenn Rd. 3. Reclaimed water service is available from the City’s 16” reclaimed mains on White Rd or Clarke Rd and shall be used for irrigation as the lower-quality water source. Utilities staff continues to work with the designer to resolve outstanding comments/concerns regarding the final subdivision plan review. Stormwater: Drainage requirements for the development of this subdivision will be provided in the existing stormwater pond on the remainder of the church property via a drainage shared-use agreement. Schools: The applicant will need to receive school concurrency approval with Orange County Public Schools prior to Final Subdivision Plan approval. Recreation and Open Space: Per Section 6-9, subdivisions with 10 to 50 units are required to provide a minimum of one (1) open space amenity. Ocoee Oaks Joint Venture proposes a tot lot/playground to satisfy this requirement. Approval of this subdivision and subsequent plat will both create the subdivision and parcel out the remainder of the church property. ISSUE: Should the Planning and Zoning Commission (PZC) make a recommendation of approval for the Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan (PSP) for the development of an 18-lot single-family attached, fee-simple townhome subdivision on the southern 5.71-acre portion of the property assigned parcel ID number 21- 22-28-0000-00-027? RECOMMENDATIONS: Development Review Committee (DRC) Recommendation: The DRC met on Tuesday, January 2, 2024, to consider the proposed Large-Scale Preliminary Subdivision Plan (PSP) and, finding no issues, made a recommendation of approval of the Ocoee Oaks Joint Venture Large-Scale PSP on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00-027. Staff Recommendation: Staff recommends that the Planning and Zoning Commission (PZC) make a recommendation of approval for the Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan (PSP) for the development of an 18-lot single- family attached, fee-simple townhome subdivision on the southern 5.71-acre portion of the property assigned parcel ID number 21-22-28-0000-00-027. ATTACHMENTS: 1. Ocoee Oaks Joint Venture_Location Map 2. Ocoee Oaks Joint Venture_Aerial Map 3. Ocoee Oaks Joint Venture_Surrounding FLU Map 4. Ocoee Oaks Joint Venture_Surrounding Zoning Map 5. OJV-1 PSP full Set PZC 6. OCOEE OAKS JOlNT VENTURE - WOT AFFIDAVIT Page 64 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Page 65 of 125 LAKE OLYMPIA UNNAMED LAKE W h i t e R dS Clarke RdRachels Ridge LoopRobyns Glenn RdBaton Rouge DrMisty Meadow DrBiloxi CtVidalia CtNeumann Village CtNew Orleans DrOcoee Oaks Joint Venture Large-Scale PSPLocation Map I Page 66 of 125 LAKE OLYM PIA UNNAMED LAKE UNNAMED LAKE White RdS Clarke RdNatchez Trace BlvdRobyns Glenn RdAdriatic Dr Misty Meadow DrBiloxi CtPristine Cir Montevello DrVidalia CtBaton Rouge Dr Cambridge Village C t R a c h e l s R i d g e L o o p Concord Village WayCreole CtI 0 190 38095Feet Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision Plan2022 Aerial Photography Page 67 of 125 UNNAMED LAKE LAKE OLYMPIA LDR LDR LDR COMM INST W h i te R dS Clarke RdAdriatic Dr Robyns Glenn RdMisty Meadow DrBi l oxi CtCamb ridge Village Ct Ocoee Oaks Joint Venture Large-Scale Preliminary Subdivision PlanSurrounding FLU Map Development ServicesDepartment I 0 200 400100Feet Created: month year Subject Property Zoning C lassification:General Agricultural (A-1)Sub urban (A-2)Single-Family D welling (R -1 AAA)Single-Family D welling (R -1 AA)Single-Family D welling (R -1 A)Single-Family D welling (R -1 )One- & Two-Family Dwelling (R-2)Multip le-Fa mily Dwe llin g (R-3)Mob ile Home Su bdivisio n (RT-1)Professiona l O ffices & Services (P-S)Neighb orhood Shopping (C-1 )Commun ity Commercial (C-2)General Co mmercial (C-3) General Industrial (I-2)Commercia l (PUD)Low Density (PUD)Med ium De nsity (PUD) Restricted Ma nufacturin g& Wareh ousing (I-1) High Density (PUD)Pub lic Use (PUD)Unclassified Page 68 of 125 UNNAMED LAKE LAKE OLYMPIA R-1A PUD-LD A-1 R-1AA UNC R-1A PUD-COM M W h i te R dS Clarke RdAdriatic Dr Robyns Glenn RdBiloxi CtOcoee Oaks Joint Venture Large-Scale Preliminary Subdivision PlanSurrounding Zoning Map Development ServicesDepartment I 0 200 400100Feet Created: month year Subject Property Zoning C lassification:General Agricultural (A-1)Sub urban (A-2)Single-Family D welling (R -1 AAA)Single-Family D welling (R -1 AA)Single-Family D welling (R -1 A)Single-Family D welling (R -1 )One- & Two-Family Dwelling (R-2)Multip le-Fa mily Dwe llin g (R-3)Mob ile Home Su bdivisio n (RT-1)Professiona l O ffices & Services (P-S)Neighb orhood Shopping (C-1 )Commun ity Commercial (C-2)General Co mmercial (C-3) General Industrial (I-2)Commercia l (PUD)Low Density (PUD)Med ium De nsity (PUD) Restricted Ma nufacturin g& Wareh ousing (I-1) High Density (PUD)Pub lic Use (PUD)Unclassified Page 69 of 125 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom DAVE SCHMITTENGINEERING, INC.12301 LAKE UNDERHILL ROADSUITE 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471JOB NO.:F:\OJV1\CAD\Planset\Final\01 COVER SHEET (ONLY FOR PZC).dwg, 1/2/2024 11:50:53 AM DATE:SHEET:01 OF 19OJV-1MAY 2023OCOEE OAKSJOINT VENTURECITY OF OCOEE, FLORIDAPREPARED FOR:OCOEE OAKS JOINT VENTUREDAVE M. SCHMITTFLORIDA REG. NUMBER48274LOCATION MAPTHIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS ASCONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE"MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCEFOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATIONKnow what'sbelow.before you dig.CallRDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSDATEBYDESCRIPTIONOWNER:OCOEE OAKS UNITED METHODIST CHURCH, INC.10275 KRISTEN PARK DR.,ORLANDO, FL 32832CONTACT: DONALD THALMANNPHONE: 407-293-0700APPLICANT:CARLOS BONILLA7901 KINGSPOINTE PKWY, STE 8,ORLANDO, FL 32819CONTACT: CARLOS BONILLAPHONE: 407-557-6208EMAIL: CARLOS@ELPGLOBAL.COMCIVIL ENGINEER:DAVE SCHMITT ENGINEERING, INC.12301 LAKE UNDERHILL ROAD, SUITE 241ORLANDO, FL 32828CONTACT: DAVE SCHMITT, P.E.PHONE: 407-207-9088EMAIL: DSEMAILBOX@DSEORL.COMLANDSCAPE:BORRELLI + PARTNERS720 VASSAR STREETORLANDO, FL 32804CONTACT: CHRIS RICEPHONE:407 418-1338EMAIL: CRICE@BORRELLIARCHITECTS.COMGEOTECHNICAL ENGINEER:UNIVERSAL ENGINEERING SCIENCES3532 MAGGIE BOULEVARDORLANDO, FLORIDA 32811CONTACT: ROBERT A. TROMPKE, P.E.PHONE: 407-304-5560TRAFFIC PLANNING AND DESIGN INC.:535 VERSAILLES DRIVEMAITLAND, FLORIDA 32751CONTACT: ALEXA L. BUNDYPHONE: 407-423-0504PEC SURVEYING AND MAPPING LLC:2100 ALAFAYA TRAIL, SUITE 203OVIEDO, FLORIDA 32765CONTACT: DAVID WHITE P.S.M.PHONE: 407-542-4967TABLE OF CONTENTSGENERAL CONSTRUCTION NOTESEROSION CONTROL & DEMO PLANEROSION CONTROL DETAILS05SWPPP06080912131415BOUNDARY SURVEYVICINITY MAPSECTION 21, TOWNSHIP 22 , RANGE 28PARCEL IDNo. 21-22-28-0000-00-027WATER / SEWER SERVICE:CITY OF OCOEE UTILITIES DEPARTMENT1800 A.D. MIMS RD.OCOEE, FL 34761PHONE: (407) 905-3159ELECTRIC SERVICE:DUKE ENERGY452 EAST CROWN POINT ROADWINTER GARDEN, FL 33787PHONE: (407) 905-3321TELEPHONE SERVICE:AT&T-SOUTHEAST450 N. GOLDENROD ROADORLANDO, FLORIDA 32807PHONE: (407) 380-0938CABLE SERVICE:SPECTRUM1004 US HIGHWAY 92 WAUBURNDALE, FL 33823PHONE: (866) 309-3279GAS SERVICE:LAKE APOPKA NATURAL GAS DISTRICT1320 WINTER GARDEN-VINELAND ROADWINTER GARDEN, FL 34778PHONE: (407) 656-2734FIRE TRUCK ROUTE PLANUTILITY DETAILS - 1UTILITY DETAILS - 2PAVING, GRADING & DRAINAGE DETAILSSITEScale 1:1000Scale 1:500001COVER SHEET020304OVERALL SITE PLANGRADING & DRAINAGE PLANUTILITY PLAN07GEOMETRY PLAN10PLAN & PROFILE (STREET A) - 111SIGNAGE & STRIPING PLAN16LIFT STATION PLAN17LIFT STATION DETAILS-118LIFT STATION DETAILS-2SITE19PLAN & PROFILE (STREET A) - 2LARGE-SCALE PRELIMINARY 109-12-2023DMREV PER CITY/SJRWMD COMMENTS11115-AUTILITY DETAILS - 308-AGRADING & DRAINAGE PLAN-2LIFT STATION PLAN-319-ALIFT STATION DETAILS-419-BLIFT STATION DETAILS-519-C111210-13-2023DMREV PER CITY/SJRWMD COMMENTSTREE MITIGATION PLANT-100/T-101TREE MITIGATION PLAN AND CALCULATIONST-500LANDSCAPE PLAN LIST AND DETAILSL-500LANDSCAPE PLANL-100/L-101IRRIGATION DETAILSI-500IRRIGATION PLANI-100/I-101211APLAN & PROFILE (WHITE ROAD) - 311BPLAN & PROFILE (ROBYNS GLENN RD) - 42311-21-2023DMREV PER CITY/SJRWMD COMMENTS33412-13-2023DMREV PER CITY COMMENTS4 SUBDIVISION PLANPage 70 of 125 GENERAL NOTES1.ALL CONSTRUCTION SHALL CONFORM WITH CITY OF OCOEE ENGINEERING STANDARDS MANUAL, F.D.O.T. STANDARDS FOR ROAD & BRIDGECONSTRUCTION AND THE CITY OF OCOEE. THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SETFORTH IN THE GENERAL NOTES . ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITHTHE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDEEXEMPTION TO THESE REQUIREMENTS.2.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING ROAD RIGHTS-OF-WAY WITH THE CITY OF OCOEE CITY ENGINEER ANDTHE FLORIDA DEPARTMENT OF TRANSPORTATION.3.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN-HAND BEFOREBEGINNING CONSTRUCTION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND FOR SIGNING SAID INSPECTIONS.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND FORNOTIFYING THE VARIOUS UTILITY PROVIDERS TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISRUPTIONOF SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHENCROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THEPROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATEWITH THE UTILITY PROVIDER DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BEINCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.6.THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEENDETERMINED FROM THE BEST INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMESNO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICHWOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY THEENGINEER IMMEDIATELY.7.DUKE ENERGY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED POWER DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING HIS WORK WITH PROGRESS ENERGY TO INSURE PROPER CONSTRUCTION PHASING, ELIMINATECONFLICTS IN THE WORK, AND AVOID UNNECESSARY DELAYS.8.THE LOCAL TELEPHONE COMPANY WILL INSTALL, REGULATE AND MAINTAIN THE PROPOSED COMMUNICATION DISTRIBUTION SYSTEM. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH SAID PROVIDER TO INSURE PROPER CONSTRUCTION PHASING,ELIMINATE CONFLICTS AND AVOID UNNECESSARY DELAYS.9.ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSSSECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS, AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS ORSPECIFICATIONS.10.THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS, AND ALL SUPPLIERS TO ASSURE THE LEASTINCONVENIENCE TO THE TRAVELING PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULARTRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES,SAFETY SHALL BE THE MOST IMPORTANT CONSIDERATION.11.PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGSFOR HAZARDS AND THE CONTROL OF TRAFFIC, IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESFOR STREET AND HIGHWAYS OR AS DIRECTED BY THE CITY OF OCOEE TRAFFIC ENGINEER; SUCH AS TO EFFECTIVELY PREVENT ACCIDENTSIN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THEPUBLIC.12.THE CONTRACTOR SHALL COMPLY WITH ALL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OFTHE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY RESULT FROM THE MOVINGOF MATERIAL AND EQUIPMENT.13.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY CITY OF OCOEE, FLORIDA FOR THEPRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TOPROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY OMISSION, NEGLECT, OR MISCONDUCT INHIS MANNER OR METHOD OF EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS.14.THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS,RETAINING WALLS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THECONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO CONSTRUCTION.15.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A COPY OF THE GEOTECHNICAL ENGINEER'S REPORT FOR THIS PROJECTFROM DAVE SCHMITT ENGINEERING. INC. AND MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR SOIL PREPARATION ON THE SITE.16.AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED TO ASSURE THAT PROPER COMPACTION HASBEEN ATTAINED. THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSEDGEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND THAT ALL DELETERIOUS MATERIALS HAVEBEEN REMOVED.17.COMPACT THE TRENCHES WITHIN ROADWAYS TO 98% OF THE MODIFIED PROCTOR DENSITY; WITHIN OTHER AREAS TO 95%.18.IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH,HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFOREEMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO THE PLACEMENT OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO PLACED,SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THEAREA PRIOR TO THE PLACEMENT OF FILL.19.ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH FDOT STANDARD INDEX .20.ROADWAY AND DRAINAGE DESIGN PER CURRENT CITY OF OCOEE AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS ANDSPECIFICATIONS.21.THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO CITY OF OCOEE AND OBTAIN PLAN APPROVAL PRIOR TOCONSTRUCTION.22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL RETENTION AND DETENTION FACILITIES AND ALL LANDSCAPEBUFFERS, THROUGH THE DURATION OF THE PROJECT, AND UNTIL THE WORK IS ACCEPTED BY THE OWNER, ALL DISRUPTED AREAS SHALL BERETURNED TO THEIR ORIGINAL CONDITION.23.CONTRACTOR IS REQUIRED TO CALL SUNSHINE UTILITY LOCATES AT 811, MINIMUM OF 2 DAYS TO A MAXIMUM OF 5 DAYS, PRIOR TO ANYEXCAVATION.32. CITY OF OCOEE UTILITIES EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES.A.TELEPHONE NOTIFICATIONTHE CITY OF OCOEE INSPECTOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCEMAIN, GRAVITY SEWER OR WATERMAIN BREAK OR DAMAGE AT 407-905-3159.B.REPAIR IMMEDIATELYALL DAMAGE TO CITY OF OCOEE'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTORS' EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF OCOEE UTILITIES INSPECTOR, CITY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR THOSE REPAIRS.C.CITY OF OCOEE UTILITIES GENERAL TELEPHONE NUMBERSCONSTRUCTION INSPECTION SECTION 407-905-3100 X1510ENGINEERING DEPT 407-905-3100 X1504D.ADVANCE NOTIFICATION OF CONSTRUCTIONE.ADVANCE NOTIFICATION OF PENDING CONNECTIONCOORDINATE WITH/ THROUGH CITY'S INSPECTORF.OPERATION OF CITY OF OCOEE VALVESWATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BY A CITY OF OCOEE UTILITIESINSPECTOR (407-905-3100). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.G.OPERATION OF CITY OF OCOEE PUMP STATIONSTHE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWN CONTROLS WITH AN CITY OF OCOEE UTILITIES INSPECTOR (407-905-3100).33. PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIR RELEASE VALVES OR FIRE HYDRANT ASSEMBLIES.34. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP STANDARDS SHALL BE FOLLOWEDFOR ALL PUBLIC UTILITIES.35. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OFTHE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS:a.1 PDF COPYb.CAD COPY DRAWN IN STATE PLANE COORDINATES36. ALL FINISHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2').37. IN THE EVENT OF EXCESSIVE OFF-SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALLADDITIONAL MEASURES. SHOUL OFFSITE TRACKING BECOME AN ISSUE, THE CITY WILL REQUIRE INSTALLATION OFTHE YELLOW RUMBLE STRIP ANTI SEDIMENT TRACKING DEVICE. 38. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED INWRITING PRIOR TO CONSTRUCTION. 39. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENTCODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITYOF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED.40. ALL FINISH FLOOR ELEVATIONS WILL EXCEED THE 100-YRS FLOOD PLAIN BY A MINIMUM OF TWO FEET (2').41.THE MOST STRINGENT STANDARDS BETWEEN THE CITY STANDARDS AND THE STANDARDS SET FORTH IN THEGENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BEFOLLOWED.42. AS-BUILT NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMAT:A.-1 PDF COPYB.-CAD COPY DRAWN IN STATE PLANE COORDINATES.SUBDIVISION NOTE:-STRUCTURES, IMPERVIOUS MATERIALS AND FENCES ARE NOT PERMITTED WITHIN THE SWALE AREAS INORDER TO PREVENT IMPEDING OR OBSTRUCTING DRAINAGE FLOWS IN THE REARS OF THE LOTS.24.MISCELLANEOUS ENGINEER NOTIFICATIONSA.THE CONTRACTOR SHALL PROVIDE THE CITY 48 HOUR ADVANCE NOTIFICATION FOR THE FOLLOWING CONSTRUCTION ANDOBSERVATION ACTIVITIES.a.SANITARY SEWER VIDEO INSPECTION.b.CONNECTIONS TO EXISTING SYSTEMSc.THRUST BLOCK POURS AND RESTRAINT CONNECTIONSd.STORM DRAINAGE LAMPINGe.INLET TOP POURS (REINFORCING STEEL CHECK)f.WATER & FORCE MAIN PRESSURE TESTSg.BACTERIOLOGICAL SAMPLINGh.BASE OBSERVATION & SOUNDINGi.ASPHALT PLACEMENTj.PRE-FINAL INSPECTIONk.FINAL INSPECTIONB.THE CONTRACTOR SHALL KEEP DAILY "AS-BUILT" DRAWINGS AND MAKE THEM READILY ACCESSIBLE.C.THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER A PROJECT CONSTRUCTION SCHEDULE (BAR GRAPH) ANDUPDATE SAID SCHEDULE ON A MONTHLY BASIS.D.THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT GEOTECHNICAL ENGINEER AND SUBMITTEST REPORTS TO THE ENGINEER PRIOR TO BEGINNING WORK ON THE NEXT ITEM OF WORK, I.E. SUBGRADE PRIOR TO CURB.E.THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER, RETEST AND OR PERFORM ANY ACTIONNECESSARY TO ENSURE THAT THE IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS ANDSPECIFICATIONS.25.AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERINGSTANDARDS MANUAL IN THE FOLLOWING FORMATS:A. 1 PDF COPYB. CAD COPY DRAWN IN STATE PLANE COORDINATESWATER26. THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR.WATER: CITY OF OCOEE UTILITIES DEPARTMENT 1800 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-315927. WATER AND UTILITY CROSSINGS:UTILITY SEPARATION-VERTICAL CLEARANCEA. THE WATER MAIN SHALL BE LAID ABOVE THE SEWER WHENEVER THEY CROSS. IF POSSIBLE WATER MAIN SHALL BE ABOVE OTHERPIPES.B.WHERE WATER MAINS CROSS A GRAVITY SANITARY SEWER, STORM SEWER, OR RECLAIMED WATER MAIN, A VERTICALSEPARATION (OUTSIDE TO OUTSIDE) OF AT LEAST 12 INCHES MUST BE MAINTAINED FROM THE RECLAIMED WATER MAIN. AVERTICAL SEPARATION OF 18 INCHES MUST BE MAINTAINED FROM THE GRAVITY SANITARY SEWER AND STORM SEWER MAIN. THEWATER MAIN SHALL BE LAID ABOVE THE OTHER PIPE.C.ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ON THE OTHER PIPELINE SO THAT THE WATER MAIN JOINTS WILL BEAS FAR AS POSSIBLE FROM THE JOINTS OF THE OTHER PIPE.UTILITY SEPARATION-HORIZONTAL SEPARATIOND.WHEN WATER MAINS PARALLEL A GRAVITY SANITARY SEWER MAIN NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., ASEPARATION (MEASURED OUTSIDE TO OUTSIDE) OF AT LEAST TEN FEET MUST BE MAINTAINED.E.WHERE WATER MAINS PARALLEL A GRAVITY STORM SEWER PIPE OR RECLAIMED WATER MAIN REGULATED UNDER PART III OFCHAPTER 62-610, F.A.C. A MINIMUM OF 3 FEET HORIZONTAL SEPARATION (MEASURED OUTSIDE TO OUTSIDE) MUST BE MAINTAINED.F.NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY MANHOLE OR STORM SEWERINLET OR MANHOLE.G.FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM THE ASTORM SEWER OR RECLAIMED WATER MAIN REGULATED BY PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET, FROM AGRAVITY SANITARY SEWER NOT REGULATED BY PART III OF CHAPTER 62-610, F.A.C.H.THE WATER MAIN PIPE SHALL BE LAID SUCH THAT THE JOINTS ARE STAGGERED AS FAR AS POSSIBLE FROM THE JOINTS OF THEOTHER PIPE.I.REFER TO OCOEE PIPE SEPARATION REQUIREMENT TABLE SHEET (UT013) ON SHEET 1328. ALL FIRE HYDRANTS SHALL BE POSITIONED NO MORE THAN 5 FEET FROM THE CURB.29. A BACKFLOW DEVICE (I.E. JUMPER CONNECTION) IS REQUIRED AT ALL ACTIVE WATER MAINS AND PROPOSED NEWWATER MAIN IMPROVEMENTS.FIRE PROTECTION SHALL BE IN ACCORDANCE WITH CITY OF OCOEE CHAPTER 78 - FIRE PREVENTION CODEAND NFPA1,FIRE CODE, 2012 FIFTH EDITION.SEWER30.THE FOLLOWING UTILITY PROVIDER IS LISTED FOR THE CONVENIENCE TO THE CONTRACTOR.SEWER: CITY OF OCOEE UTILITIES DEPARTMENT 1800 A.D. MIMS RD. OCOEE, FLORIDA 34761 (407) 905-315931.ALL GRAVITY SEWER LINES SHALL BE A MINIMUM OF 2' FROM THE CURB AT ALL LOCATIONS.NOTE:PRESSURE PIPE LENGTHS DO NOT INCLUDE BENDS, AIRRELEASE VALVES, OR FIRE HYDRANT ASSEMBLIES.DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\2 GENERAL NOTES.dwg,12/15/2023 8:41:25 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS02 OF 19GENERAL CONSTRUCTION NOTESCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741111109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM22REV PER CITY/SJRWMD COMMENTS33311-21-2023DMREV PER CITY/SJRWMD COMMENTSPage 71 of 125 DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\3 DEMO & EROSION CONTROL PLAN.dwg,12/15/2023 8:42:02 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS03 OF 19EROSION CONTROL & DEMO PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'SURVEY DATUM: NAVD 1988ORANGE COUNTY BENCHMARKS:BM# L972016, EL=131.322'BM# L972011, EL=129.179'R1-1CONCRETE WASHOUTDUST ABATEMENT FENCEPROPERTY BOUNDARYSINGLE ROW SILT FENCECONCRETE WASHOUTR1-1SOIL TRACKING PREVENTION DEVICE(SEE DETAIL ON THIS SHEET)EROSION AND SEDIMENT CONTROL NOTES1.CONTRACTOR TO ENSURE SILT FENCING, SEDIMENT BASINS, CONSTRUCTION ENTRANCE ARE INSTALLED ON SITE PRIOR TO ANY LAND DISTURBANCE, CLEARING AND MASS GRADING ACTIVITIES.2.THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.3.ADDITIONAL ON-SITE EROSION PROTECTION, TO THAT SHOWN ON THESE PLANS, MUST BE PROVIDED TO ENSURE SILT OR DUST DOES NOT LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4.SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THATSEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.5.CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT, PLUGGED WHEN REQUIRED AND IN WORKING ORDER AT TIME OF ACCEPTANCE.6.SILT FENCES, FILTER BARRIERS, ETC. SHALL BE INSPECTED EVERY 7 DAYS OR WITHIN 24 HOURS OF RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.7.PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLEFOR ALL SEDIMENT (WATER OR AIR BORN) LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN GOOD WORKING CONDITION AT THE END OF EACH WORKING DAY.8.SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BEREPLACED PROMPTLY.9.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE- THIRD THE HEIGHT OF THE BARRIER.10.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.11.EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.12.ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.13.SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED.14.ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.15.DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD).16.ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION , VEGETATION AND/OR GRASS SOD. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID GRASS SOD.17.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION ANDPERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.18.ALL EROSION, AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED.19.THESE PLANS INDICATES THE MINIMUM EROSION AND SEDIMENT MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITYGUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS.20.THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL CITY, WATER MANAGEMENT DISTRICTAND/OR FDEP INQUIRIES, RELATIVE TO COMPLIANCE OF EROSION AND SEDIMENTATION CONTROLS. THE COST OF THISCOMPLIANCE SHALL BE PART OF THE CONTRACT. COPIES OF ALL INQUIRES SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW.21.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS, ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMD)AND FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) SPECIFICATIONS AND CRITERIA.22.CONTRACTOR TO REFER TO THE PROJECT SWPPP FOR ADDITIONAL INFORMATION ON EROSION CONTROL MEASURE.23.FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENTOF ENVIRONMENTAL PROTECTION (FDEP) CHAPTER 6.24.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AS FOLLOWS:A.SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.B.SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF ITS USE, IT SHALL BE REPLACED PROMPTLY.C.SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT.D.ANY SEDIMENT DEPOSITS LEFT IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE FINISHED GRADE, PREPARED AND SEEDED.FLOWDIRECTIONEXISTINGGROUNDFABRIC(INCLINE POSTS 20° TOWARDS FLOW)12" MIN.24" MIN.WETLAND LINEBUFFER25' NORMAL8" MIN.(TYP.)FDOT APPROVED TEMPORARY SILT FENCE PRE-ASSEMBLED IN 100' ROLLSUTILIZING 2" X 2" X 4' WOODEN POSTS @ 8' C/C MAX. w/3' OF WOVENGEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC. 985-4,SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA.DIRECTIONFLOWDIRECTIONWETLAND BUFFER LINE AND/OR CONSTRUCTION LIMITSFLOW ORANGE "ENVIROFENCE ATTACHEDTO VERTICAL POSTSILT FENCE POST TYP.(INCLINE POSTS 20°TOWARDS FLOW)SILT FENCEFABRIC (TYP.)EXIST.GROUNDTYPICAL DOUBLE SILT FENCE DETAILN.T.S.FDOT APPROVED TEMPORARY SILT FENCE PRE-ASSEMBLED IN 100' ROLLSUTILIZING 2" X 2" X 4' WOODEN POSTS @ 8' C/C MAX. w/3' OF WOVENGEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF SEC. 985-4,SIMILAR & EQUAL TO THAT SUPPLIED BY FIFEPIPE CO. OF TAMPA FLA.SOIL TRACKING PREVENTION DEVICEN.T.S.TYPICAL SINGLE SILT FENCE DETAILN.T.S.SILT FENCE POSTSINGLE ROW SILT FENCESINGLE ROW SILT FENCESINGLE ROW SILT FENCEDOUBLE ROW SILT FENCEDOUBLE ROW SILT FENCEDOUBLE ROW SILT FENCESINGLE ROW SILT FENCEMETAL FRAMES TO BE REMOVEDSOIL TRACKING PREVENTION DEVICE(SEE DETAIL ON THIS SHEET)4' WOOD FENCE TOBE REMOVED4' WOOD FENCE TO BE REMOVED2.5' WOOD FENCE TO BE REMOVED1 STORY WOOD FRAME STRUCTURE TO BE REMOVEDPROPERTY BOUNDARYWORKING AREA LIMITWORKING AREA LIMITWORKING AREA LIMITWORKING AREA LIMITPROPERTY BOUNDARY133 LF OF EX. 5' CONCRETE SIDEWALK TO BE DEMOLISHEDEX. OFF-SITE OVERHEAD UTILITY TO REMAINEX. OFF-SITE WOOD POLE TO REMAINEX. OFF-SITE WOOD POLE TO BE RELOCATEDEX. OFF-SITE POLE GUY WIRE TO BE RELOCATEDEX. OFF-SITE UNDERGROUND OPTICAL FIBER CABLE TO REMAINEX. EOPEX. EOP6' WIRE FENCE TO BE REMOVEDEXISTING WELL TO BE ABANDONED & PLUGGEDEX. OFF-SITE WOOD POLE TO REMAINEX. OFF-SITE WOOD POLE TO BE RELOCATEDEX. OFF-SITE WOOD POLE & GUY WIRE TO BE RELOCATEDEX. OFF-SITE / ON-SITE OVERHEAD UTILITY BE RELOCATEDDAVE M. SCHMITTFLORIDA REG. NUMBER48274SINGLE ROW SILT FENCESINGLE ROW SILT FENCE1111109-12-2023DMREV PER CITY/SJRWMD COMMENTSEXISTING "P6"DRAINAGE STRUCTURETO BE MODIFIED TO ATYPE "V" INLET210-13-2023DMREV PER CITY/SJRWMD COMMENTS2INLET SILT SOCKPROTECTION2Page 72 of 125 ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. EROSION AND SEDIMENT CONTROL NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE INcut or fill slopeFlow6' Min.30" Min.Compacted Soil3' Min.2:1 Slope or LessFreer was here!COMPACTED SOILTO PREVENT PIPINGSTAKED STRAW BALEFILTEREDWATER FILTERED WATERSTAKESBURLAP FABRICRUNOFF WATERWITH SEDIMENTBURIEDBURLAP FABRICWITH SEDIMENTRUNOFF WATERSTRAW BALESSTAKED WITH 2STAKES PER BALEDROP INLET WITH GRATE 3:1 Slope or Flatter2' Min.Compacted Soil18" Min.4.5' Min.Flowcut or fill slopeNOTE:WHERE FDOT SPECS AND INDEX AREREFERENCED, PLEASE REFER TO FDOTROADWAY & TRAFFIC DESIGN STANDARDS,AND FDOT STANDARD SPECIFICATIONSFOR ROAD & BRIDGE CONSTRUCTION. AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.22. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF ADDITIONAL CONTROLS. AREAS HAVE STABILIZED. STEEPER TO RECEIVE STAKED SOLID SOD. ACCEPTANCE. IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. ALL SIDES. THE BALES. FROM ENTERING BETWEEN BALES. END RUNS AND UNDERCUTTING BENEATH BALES. ACCOMPLISHED PROMPTLY. THE EXISTING GRADE, PREPARED AND SEEDED. REPLACED PROMPTLY. THIRD THE HEIGHT OF THE BARRIER. MADE AS NEEDED. NOT ERODE. SPECIFICATIONS AND CRITERIA. CONSTRUCTION. MAINTAINED.MANAGEMENT DISTRICT. THIS COMPLIANCE SHALL BE PART OF THE CONTRACT.32. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN31. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN SCREENS, HAY BALES, AND GRASSING. ALL FILL SLOPES 3:1 OR30. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE8. BALES SHALL BE EITHER WIRE-BOUND OR STRING-TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER9. BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER.10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE11. EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT12. LOOSE STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER13. STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH14. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES,15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BALES SHALL BE16. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO17. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.18. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE19. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-20. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO21. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL23. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT24. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6.25. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL26. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.27. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE28. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.29. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER WATER 33. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.HAY BALE SEDIMENT FILTERFABRIC SEDIMENT FILTER8" min. (Typ)DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\4 EROSION CONTROL DETAILS.dwg,12/13/2023 12:00:41 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS04 OF 19EROSION CONTROL DETAILSCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONECONCRETE WASHOUT AREA (CWA) DETAILSDAVE M. SCHMITTFLORIDA REG. NUMBER48274Page 73 of 125 WHICHEVER COMES FIRST.MAINT./INSP. PROCEDURES CONT'D.* THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE* TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. REPORT. INSPECTOR IS ATTACHED.OF NON-COMPLIANCE.NON-STORM WATER DISCHARGESBASIN PRIOR TO DISCHARGE.* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROMTHE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OFTERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS* WATER FROM WATER LINE FLUSHING CONTRACTOR'S CERTIFICATION SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGESWILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).* UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENTSUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR SUB-CONTRACTOR GENERAL CONTRACTOR RESPONSIBLE FOR/DUTIESSIGNATUREDATE OF CONTRACTOR & ALL SUBS BUSINESS NAME AND ADDRESS PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS SPILL PREVENTION CONT'D.THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES FERTILIZERS PAINTS RECOMMENDATIONS. CONCRETE TRUCKSCLEANUP: SUPPLIES.FOR THIS PURPOSE. FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. SPILL CONTROL PRACTICESIN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENTPRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THEFOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SEALABLE PLASTIC BIN TO AVOID SPILLS. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'SWASTE DISPOSAL OTHER CONTROLS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE WoodMasonry BlocksMetal StudsRoofing Materials_______ HAZARDOUS WASTE SANITARY WASTEOFFSITE VEHICLE TRACKINGFertilizersPaints_______ TARPAULIN. ConcreteAsphaltTarDetergents_______ CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES SEEING THAT THESE PROCEDURES ARE FOLLOWED. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH APRESENT ONSITE DURING CONSTRUCTION:THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BEPetroleum Based ProductsCleaning Solvents A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP INVENTORY FOR POLLUTION PREVENTION PLAN SIZE OF THE SPILL. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICESTHE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BEUSED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.* NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. APPLICABLE, IN THE OFFICE TRAILER ONSITE. PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE* ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR* ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF* BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. PROMPTLY REPAIRED.* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.* DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES REACHED ONE-THIRD THE HEIGHT OF THE FENCE. DO THE JOB.MATERIAL MANAGEMENT PRACTICESGOOD HOUSEKEEPING ROOF OR OTHER ENCLOSURE. RESEALABLE.HAZARDOUS PRODUCTSHAZARDOUS MATERIALS. DISPOSING OF THE CONTAINER. WILL BE FOLLOWED. ORIGINAL MANUFACTURER'S LABEL.THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. SPILL PREVENTIONTHE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILLBE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSUREOF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF:THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWEDONSITE DURING THE CONSTRUCTION PROJECT:* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. FOLLOWED.* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE CONTROLS CONT'D. GENERALTHE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'SDEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTIONAPPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALLREQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THERETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION.THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE CURBS & GUTTER. INSTALL PERMANENT SEDIMENT FROM BASINS TEMPORARY DIVERSION SEEDING/SOD AND PLANTING ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE ANY SWALES/DIKES AND RESEED/SOD AS REQUIRED BASIN BASIN GRUBBING CONSTRUCTION ENTRANCE SWALES/DIKES AND SEDIMENT ON SITE AS REQUIRED PRACTICABLE STOCKPILES AS SOON AS11. COMPLETE GRADING AND12. COMPLETE FINAL PAVING13. REMOVE ACCUMULATED14. WHEN ALL CONSTRUCTION10. APPLY BASE TO PROJECT SEQUENCE OF MAJOR ACTIVITIES: TIMING OF CONTROLS/MEASURES STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS9. INSTALL UTILITIES, STORM SEWER, AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES, AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. DIKE:STRUCTURAL PRACTICESNOTE: THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE AS IN STREET OR HIGHWAY MEDIANS.3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARGING4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AREAS. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE CONTROLSOCOEE OAKS JOINT VENTURECITY OF OCOEE, FLORIDA SITE DESCRIPTIONOWNER'S REQUIREMENTS SEE GEOTECHNICAL REPORT FOR BORINGS AND SOILS DATA. REQUIREMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. CONTROLS STABILIZATION PRACTICES AND EROSION CONTROL DETAILS. CONTROLS AND STORM WATER DISCHARGE POINTS. WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, COMMENCEMENT OF CONSTRUCTION)(CONSTRUCTION DATES ARE TO BE FILLED IN PRIOR TO 1. ANTICIPATED START DATE OF CONSTRUCTION: 2. ANTICIPATED END DATE OF CONSTRUCTION:PROJECT NAME AND LOCATION: SITE MAPS:SOILS:RUNOFF CURVE NUMBERS: 2. DURING CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOK 3. POST-CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOK 1. PRE-CONSTRUCTION = SEE DRAINAGE CALCULATION NOTEBOOKSITE AREA: * SEE ATTACHED GENERAL NOTES SHEET AND EROSION CONTROL PLAN FOR 1. TOTAL AREA OF SITE = 12.57 AC. 2. TOTAL AREA TO BE DISTURBED = 5.95 AC.NAME OF RECEIVING WATERS: THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL * SEE ATTACHED EROSION CONTROL PLAN FOR LOCATION OF TEMPORARY * SEE ATTACHED PLANS FOR PRE & POST DEVELOPMENT GRADES,STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR AEROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION ANDTURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ONPLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITYTO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURINGTHE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,STORM WATER MANAGEMENTVERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED.CONTROL/MEASURES. N.P.D.E.S PERMIT S.W.F.W.M.D. M.S.S.W. PERMIT A.C.O.E. DREDGE/FILL PERMIT F.D.E.P. DREDGE/FILL PERMITREFER TO "CONTRACTORS REQUIREMENTS" FOR THE TIMING OF TIMING OF CONTROLS/MEASURES(TO BE FILLED IN PRIOR TO COMMENCEMENTOWNER/OPERATORSIGNED:__________________________________________DATED:____________________________OF CONSTRUCTION).PERMITS HAVE BEEN OBTAINED CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS POLLUTION PREVENTION PLAN CERTIFICATIONACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIEDI CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALLPERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATIONKNOWING VIOLATIONS.IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORMWATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWINGATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION ININFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FORAM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSEBEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. IGATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THEMANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FORSUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO1. INSTALL STABILIZED5. CONTINUE CLEARING ANDTHE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:2. INSTALL SILT FENCES AS REQUIRED3. CLEAR AND GRUB FOR DIVERSION4. CONSTRUCT SEDIMENTATION6. STOCK PILE TOP SOIL IF REQUIRED7. PERFORM PRELIMINARY GRADING8. STABILIZE DENUDED AREAS ANDSTABILIZATION PRACTICESEROSION AND SEDIMENT CONTROLSPLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS SITE BY THE REGULATORY AGENCIES.MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE ANDON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROLTHE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWNTO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION ANDLOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BESTREQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIREDTO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECTCONTRACTOR'S REQUIREMENTSSTORM WATER POLLUTION PREVENTION PLAN INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSIONAREA MUST BE CREATED SPECIFICALLY FOR WASHING VEHICLES THAT WILL HAZARDOUS WASTES TO SURFACE AND GROUND WATERS. A DESIGNATEDWILL PREVENT DIRECT, UNTREATED DISCHARGES OF WASTEWATER ANDWASHING OF VEHICLES SHOULD BE CONDUCTED USING PRACTICES THATBE LAID WITH FILTER FABRIC, CRUSHED STONE (DOT GRAVEL #2 AND UP)AND COVERED WITH LINED BERM. 8/24 COLLECTION FACILITY.4. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF5. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE OF SEDIMENTS. OR SODDED. VEGETATIVE COVER. OFFSITE FACILITIES. ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT6. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.7. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 8. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.9. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.11. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.10. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 85 AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED PERCENT UNIFORM GOOD GRASS COVER, THE AREA WILL BE REWORKED12. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE13. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED FOLLOWING LIMITATIONS: DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE RECONCENTRATE AFTER RELEASE. 1. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW2. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED3. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-STORM WATER DRAINAGE WILL BE PROVIDED BY A SERIES OF PIPES AND INLETS CONVEYINGRUNOFF TO THE STORMWATER RETENTION PONDS FOR THE PROJECT. AREAS WHICH ARENOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELYAFTER GRADING IS COMPLETE. THE SITE DISCHARGES TO A DRY DETENTION SYSTEM. WHEREPRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFOREENTERING THE PERMANENT DETENTION BASIN. THIS IS IN ACCORDANCE WITH THEREQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FORTHIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING.I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLYWITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMITFOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTIONACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPAREDTHEREUNDER. PAVING, AND PREPARATION FOR FINAL LANDSCAPING. CLEARING AND GRUBBING; EARTHWORK, DRAINAGE SYSTEM, SOIL DISTURBING ACTIVITIES WILL INCLUDE, BUT NOT LIMITED TO: OWNER NAME AND ADDRESS:DESCRIPTION:OCOEE OAKS JOINT VENTURE7901 KINGSPOINT PKWY, STE 8,ORLANDO, FL 32819CONTACT: CARLOS BONILLAPHONE: 407-557-6208 3. TOTAL AREA REMAINING = 6.62 AC8/25EXISTING RETENTION POND:THIS PROJECT INCLUDES THE CONSTRUCTION OF ROADWAYS, LOT GRADING,UTILITY CONSTRUCTION, DRAINAGE SYSTEM CONSTRUCTION (EXISTINGRETENTION POND) AND LANDSCAPING.Long:W81° 30' 55.99"Lat:N28° 33' 56.29"DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\5 SWPPP.dwg,12/15/2023 8:50:16 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS05 OF 19SWPPPCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONEDAVE M. SCHMITTFLORIDA REG. NUMBER48274Page 74 of 125 50.0'24.0'25.0'13'13'25.0'21.3'20.2'15.0'22.0'15.0'22.0'52.1'56.5'22.0'24.0'25.0'25.0'13'13'13'6' S/W6' S/W6' S/W6' S/W123456781817161514131211109LSTOTLOTPARK /OPENSPACEx x x xxx30.0'10' DRAINAGE EASEMENT6' PROPOSED SWALE10' DRAINAGE EASEMENT6' PROPOSED SWALE10' UTILITIES EASEMENT10' UTILITIES EASEMENT10' DRAINAGE EASEMENT10' DRAINAGE EASEMENT10' DRAINAGE EASEMENT4.0'4.0'30. 0 ' D R A I N A G E E A S E M E N T 30.0' ACCESS, UTILITY ANDDRAINAGE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT22.0'22.0'30.0'50.0' ROW50.0' ROW10.0' UTILITYEASEMENTGENERALPROJECT SHALL COMPLY WITH THE RESIDENTIAL DESIGN STANDARDS SET FORTH BY THE CITY OF OCOEE, FLORIDA.LANDSCAPINGALL LANDSCAPING SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CITY OF OCOEE LAND DEVELOPMENT CODEAND WILL BE DONE WITH INDIVIDUAL LOTS.SIGNAGEPOLE SIGNS AND BILLBOARDS SHALL BE PROHIBITED. ALL OTHER SIGNAGE SHALL COMPLY WITH THE CITY OF OCOEELAND DEVELOPMENT CODE.EASEMENTSANY EASEMENT SHOWN AS PROPOSED WILL BE RECORDED PRIOR TO ISSUING THE CERTIFICATE OF OCCUPANCY.VEGETATIONGENERALIZED VEGETATION BASED UPON THE FLORIDA LAND USE, COVER AND FORMS CLASSIFICATION SYSTEM(FLUCFCS) OR THE NATURAL COMMUNITY TYPES AS DEVELOPED BY THE FLORIDA NATURAL AREAS INVENTORY.TRAFFIC ANALYSISPER 10TH EDITION ITE TRIP GENERATION MANUAL: 18 SINGLE FAMILY HOUSING - DETACHED (210) 170 ADT 18 PM PEAKHOUR TRIP (50% IN / 50% OUT)SOILSSOIL SYMBOLSOIL DESCRIPTION 4CANDLER FINE SAND, 0 TO 5 PERCENT SLOPES 46 TAVARES FINE SAND, 0 TO 5 PERCENT SLOPESSTORMWATER MANAGEMENTSTORMWATER FOR THE PROPERTY WILL BE HANDLED BY ON-SITE POND AS REQUIRED BY ORANGE COUNTY AND THEST. JOHNS RIVER WATER MANAGEMENT DISTRICT. BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM FIRM MAPNO. 12069C0330E EFFECTIVE DECEMBER 18, 2012 THE DESCRIBED PROPERTY IS WITHIN ZONE "X" WITH NO BASEFLOOD ELEVATION ESTABLISHED.FIREFIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL COMPLY WITH REQUIREMENTS OF NFPA 1 (2022 EDITION) ANDFFPC (7TH EDITION)SITE DATATOTAL PARCEL AREA12.57 ACPROPOSED REZONING AREA5.95 ACNON-IMPACTED AREA6.62 ACDEVELOPABLE AREA5.95 ACALLOWABLE DENSITY5.95 AC * 4 DU/AC = 23.8 DUPROPOSED DENSITY 18 DU/5.95 AC = 3.02 DU/ACIMPERVIOUS AREA = 2.88 AC. (47.0%)PERVIOUS AREA = 3.07 AC. (53.0%)TOTAL DEVELOPABLE AREA = 5.95 AC. (100%)EXISTING ZONINGR-1AADJACENT ZONINGR-1AA-1FUTURE LAND USELDR - LOW DENSITY RESIDENTIAL(4 DU/AC)EXISTING USERELIGIOUS FACILITYPROPOSED USESINGLE FAMILY RESIDENTIALTOTAL NUMBER OF LOTS18MINIMUM LOT WIDTH PROVIDED70'MINIMUM LOT DEPTH PROVIDED140'MINIMUM LOT AREA PROVIDED9,800 SFMAX. BUILDING HEIGHT35'OPEN SPACE AMENITY AREAS REQUIRED1 (10-50 UNITS)OPEN SPACE AMENITY AREA PROVIDED0.70 AC OPEN SPACESETBACKSFRONT25'REAR25'SIDE7.5'SIDE CORNER25'ZONING: A-1FLU: INSTZONING: A-1FLU: INSTZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDRZONING: R-1AFLU: LDR ZONING: A-1FLU: LDRZONING: R-1AFLU: LDR CITY OF OCOEECITY OF OCOEEROBYNS GLENN ROADCITY OF OCOEECITY OF OCOEE CHURCH PROPERTY6.62 ACFLU: LDR - LOW DENSITY RESIDENTIALEXISTING ZONING: A-1PROPOSED ZONING: A-11 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNINGPER FDOT INDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOPSIGN POLE)2-HANDICAP RAMPS1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLEWARNING PER FDOT INDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R).(LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPSDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\6 OVERALL SITE PLAN.dwg,12/15/2023 5:20:36 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS06 OF 19OVERALL SITE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=60'STREET A (TRACT F-1)STREET A (TRACT F-2) WHITE ROAD S. CLARKE ROADPOND 1.41 ACPROPOSED RIVATE LIFT STATION(TRACT E)PROPOSED CONSTRUCTION LIMIT LINEPROPOSED CONSTRUCTION LIMIT LINEPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY4464747OPEN SPACE(TRACT A)OPEN SPACE(TRACT B)OPEN SPACE(TRACT C)OPEN SPACE(TRACT D)TRACTDESCRIPTIONOWNERSHIP / MAINTAINEDAHOADEOPEN SPACEROADWAYSOPEN SPACEBOPEN SPACECOPEN SPACELIFT STATIONHOAHOAHOAHOAACREAGEF-1PUBLIC0.070.060.150.420.070.76OWNERSHIP/MAINTENANCEROADWAYSPUBLIC (F-1): 50' ROW ROAD TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.(TRACT F-1 AND F-2 ) PRIVATE (F-2): 30' DRIVEWAY ROAD TO BE OWNED AND MAINTAINED BY HOA.STORM WATER PRIVATE: EXISTING OFF-SITE POND AND SUBDIVISION STORMWATER SYSTEM TOBE OWNED AND MAINTAINED BY THE HOA/OWNER. EMERGENCY MAINTENANCE EASEMENT GRANTED TO CITY OF OCOEEDRAINAGE EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNER EASEMENT GRANTED TO CITY OF OCOEE-FL.UTILITY EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNER WITH EASEMENT GRANTED TO CITY OF OCOEE-FL..SANITARY SEWER, PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEEPRIVATE LIFT STATION PRIVATE: TO BE OWNED AND MAINTAINED BY HOA(TRACT E)POTABLE WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECLAIMED WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECREATION / AMENITY /PRIVATE: TO BE OWNED AND MAINTAINED BY THE HOA.OPEN SPACE / LANDSCAPE (TRACTS A,B,C, & D)DAVE M. SCHMITTFLORIDA REG. NUMBER48274111111R35'R35'1NOTE:-THERMO PAINT WILL BE USED FOR ALL PAVEMENT MARKINGS IN THE ROW.-ASPHALT SHALL BE PLACED IN 2 LIFTS. FIRST LIFT AS A 1" CONSTRUCTION LIFTAND THE SECOND LIFT AS A 1" FINISH LIFT.1BRICK SUBDIVISION WALL111RIGHT IN / RIGHT OUTDRIVEWAY1111111111111ROADWAYSF-2PRIVATE 0.2811TOT LOT ELEVATIONS20'12'25'12'1PROPERTY BOUNDARYPROPOSED POND TOP OF BANKPROPOSED POND BOTTOM109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM22222R35'R35'222REV PER CITY/SJRWMD COMMENTSTRACT F-1 (CITY ROW) / TRACTF-2 (PRIVATE ROW) BOUNDARY22222222333311-21-2023DMREV PER CITY/SJRWMD COMMENTS33412-13-2023DMREV PER CITY COMMENTS44TRACT F-2 WILL HAVE A ACCESS, DRAINAGE AND UTILITY EASEMENT OVER THE ENTIRE 30 FEET STREET4Page 75 of 125 6' S/W123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCTOTLOTPARK /OPENSPACEx x x xxx1101234567 8 9 10 11 BP: 0+00.00 EP: 11+37.16PC: 6+48.20PT: 7+11.03S89° 40' 49.88"W 426.122 L=62.832, R=40.000D=90.0000N0° 00' 11.68"E648.2014 6'25'50.0'24.0'25.0'13'13'25.0'21.3'15.0'22.0'15.0'22.0'22.0'24.0'25.0'25.0'13'13'13'6' S/W6' S/W6' S/W4.0'4.0'30.0'10' DRAINAGE EASEMENT21.2' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT10' DRAINAGE EASEMENT30' D R A I N A G E E A S E M E N T10.0' UTILITIES EASEMENT20.1' ACCESS, UTILITY,DRAINAGE, SIGNAGE, WALLAND LANDSCAPE EASEMENT22.0'22.0'30.0'30'10' DRAINAGE EASEMENT25'29'32'9'10.0' UTILITYEASEMENT10.0' UTILITYEASEMENTDAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\7 GEOMETRY PLAN.dwg,12/15/2023 5:00:53 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS07 OF 19 GEOMETRY PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'POND 1.41 ACSTREET A (TRACT F-1)STREET A (TRACT F-2)PROPOSED PRIVATE LIFT STATION(TRACT E)PROPERTY BOUNDARYOPEN SPACE(TRACT A)OPEN SPACE(TRACT B)OPEN SPACE(TRACT C)OPEN SPACE(TRACT D)PROPERTY BOUNDARYPROPERTY BOUNDARYPROPOSED CONSTRUCTION LIMIT LINEPROPOSED CONSTRUCTION LIMIT LINEPROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARYR35'R35'11S. CLARKE ROAD1WHITE ROAD1 11109-12-2023DMREV PER CITY/SJRWMD COMMENTSR35'R35'210-13-2023DM2REV PER CITY/SJRWMD COMMENTS2222412-13-2023DM444REV PER CITY COMMENTS44EXISTING ROW44Page 76 of 125 123456781817161514131211109LSWWWWWWWWWWWWWWWWWW W W W W W W W W W WTOTLOT PARK /OPENSPACEW W W W W W x x x xxxWWW126.0"MOD B"FF 132.5132.1131.3130.5132.9133.6134.4135.2136.0136.8136.8136.9134.0131.3132.1132.9133.6134.4135.2136.0136.8"MOD B"FF 133.3"MOD B"FF 134.1"MOD B"FF 134.8"MOD B"FF 135.6"MOD B"FF 136.4"MOD B"FF 137.2"MOD B"FF 138.0"MOD B"FF 138.8"MOD B"FF 139.6"A"FF 133.6"A"/"MOD A"FF 134.4"MOD A"FF 135.2"MOD A"FF 135.9"MOD A"FF 136.7"MOD A"FF 137.5"MOD A"FF 138.3"MOD A"FF 139.10128.6135.4130.8137.0137.0136.024"30"36"18"18"24"18"131.04133.90136.66137.3EX. SWKEX. 135.5EX. 132.5EX. 130.2EX. 132.5EX. 133.5EX. 134.5EX. 132.2EX. 134.5EX. 136.0EX. 132.0EX. 127.4EX. 128.8EX. 129.8EX. 129.3EX. 128.9 134.60LP 129.47129.62129.22133.55133.15130.45130.05130.45130.05130.5134.75134.35129.62129.22133.55133.15MEG. 130.80131.501234567 8 9 10 11 11BP: 0+00.00EP: 11+37.16PC: 6+48.20PT: 7+11.03132.9133.7133.3134.1134.8135.6136.4137.2138.0130.7131.5132.3133.1133.8134.6135.4136.2137.0137.2B-01R-01B-02B-03R-02B-04EX. SWKMEG.130.03MEG. 129.280.98%130.30133.401.09%1.09%1.06%1.06%HP 136.98137.17136.77137.17136.771.08%134.75134.35MEG. 128.912.53%2.00%133.0LP 132.98134.0HP 133.4133.0132.0131.5130.5130.5LP 129.50.50%2.00%2.15%1.42%1.15%131.3130.3131.5132.51.45%2.15%133.0134.0134.2135.21.71%135.01.73%127.0129.0LP 125.98126.7127.71.00%129.71.15%127.5128.5130.81.42%128.5129.5132.0HP 129.0130.00.70%133.0HP 128.8129.8133.8128.5129.50.28%EX. 129.3134.0128.3129.30.28%134.0128.0129.018"EX. 129.3128.1129.10.28%134.0137.30.15%127.7128.7133.0MEG. 128.80MEG. 129.03129.10129.10129.60129.50129.00129.00134.0136.50136.75136.35136.9136.5D-10D-8YD-4D-12D-2D-1D-7YD-3AD-6D-11D-4D-5YD-1YD-MH-10.42%136.4137.0EX. CSTOB EL. 130.0BOTTOM EL. 123.0BOTT. EL. 123.0TOB EL. 129.5TOB EL. 130.0STREET A (TRACT F-1)STREET A (TRACT F-2)BOTT. EL. 123.0TOB EL. 130.0129.65129.65129.65129.65130.1130.1EX. MES0122 BP: 0+00.00EP: 2+69.8801233BP: 0+00.00EP: 3+32.29 D-9136.5D-5A127.09127.99128.74128.90128.65128.40128.20128.05133.65132.32130.95129.93129.95131.18132.63133.221.15%1.42%0.70%0.28%0.42%0.42%0.28%0.28%0.15%0.50%2.00%2.15%1.42%1.15%1.45%2.15%YD-19YD-18YD-17YD-16YD-15YD-14YD-2YD-5YD-6YD-7YD-8YD-10YD-11YD-12YD-13126.35YD-3D-3BOT EL. 123.0135.12D-10A136.6EX. T.O.B.Station=0+09.08elev = 129.500EX. T.O.B.Station=2+42.49elev = 129.500P. BOUNDARYStation=2+69.15elev = 125.527EX. BOTTOMStation=2+04.06elev = 123.000EX. T.O.B.Station=0+13.05elev = 129.500EX. BOTTOMStation=1+40.53elev = 123.000EX. T.O.B.Station=3+02.07elev = 129.500P. BOUNDARYStation=3+32.29elev = 126.000STORM DATA (EXISTING POND)MEAN/24HR. D.H.W. EL.10YR./24HR. D.H.W. EL.129.3725YR./24HR. D.H.W. EL.100YR./24HR. D.H.W. EL.127.43129.45129.69LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE HYDRANTCONTOURDIRECTION OF SURFACE FLOW158REAR S L O P E PROT E C T I V E R E A R S L O P E PROT E C T I V E F R O N T S L O P E PARK W A Y S L O P E STRE E T REAR SWA L E S SIDE SWALESIDE SLOPEREAR S L O P E PROT E C T I V E R E A R S L O P E PROT E C T I V E R E A R S L O P E REAR SWA L E S SIDE SWALESIDE SLOPEREAR S L O P E PROT E C T I V E R E A R S L O P E REAR SWA L E S SIDE SWALESIDE SLOPEPROT E C T I V E F R O N T S L O P E PARK W A Y S L O P E STRE E T STRE E T PARK W A Y S L O P E PROT E C T I V E F R O N T S L O P E APPROXIMATED STANDARD PENETRATION TEST BORINGLOCATION ACCORDING TO GEOTECHNICAL ENGINEERINGREPORT PERFORMED BY UNIVERSAL ENGINEERING SCIENCESORLANDO, FL - PROJECT Nº 0130.2200311.0000 - 08/30/2022.VARIES (3 :1 MAX . )TYPICAL SWALE CROSS SECTION3.00'3.00'SODSODVARIES(3:1 MAX.)DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\8 GRADING & DRAINAGE PLAN.dwg,12/15/2023 5:00:56 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS08 OF 19GRADING & DRAINAGE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'POND 1.41 ACPROPOSEDTYPICAL SWALEPROPOSEDTYPICAL SWALEPROPOSED 5' SIDEWALKPROPOSED 5' SIDEWALK50' R.O.W.30' R.O.W.10' DRAINAGE EASMENT10' DRAINAGE EASMENT10' DRAINAGE EASMENTPROPOSED 5' SIDEWALK30' D R A I N A G E E A S M E N T10' DRAINAGEEASMENTDAVE M. SCHMITTFLORIDA REG. NUMBER48274AABBHORIZ: 1"=40'VERT: 1"=8'HORIZ: 1"=40'VERT: 1"=8'NOTES:1 - EXISTING MITERED END SECTION TO BE FIELD VERIFIED.2 - EXISTING POND CONTROL STRUCTURE TO BE FIELDVERIFIED AND NEW ORIFICE TO BE ADDED WITH:DIA =2.75"INVERT =127.0'1S. CLARKE ROAD1WHITE ROAD 1 1111CS-1 POND CONTROL STRUCTUREDRY POND #1 DATA (PROPOSED POND)TOP OF BANK EL.130.0BOTTOM OF POND EL.123.010YR./24HR. D.H.W. EL.127.0100YR./24HR. D.H.W. EL.129.125YR./24HR. D.H.W. EL.127.725YR./96HR. D.H.W. EL.129.5EXISTING PONDBOTTOMPROPOSEDPOND BOTTOM109-12-2023DMREV PER CITY/SJRWMD COMMENTSEXISTING "P5" DRAINAGE STRUCTURETO BE MODIFIED TO A TYPE "V" INLET.210-13-2023DMREV PER CITY/SJRWMD COMMENTS2222MEAN EL.124.8311-21-2023DMREV PER CITY/SJRWMD COMMENTS333310' DRAINAGE EASMENT 412-13-2023DMREV PER CITY COMMENTS4PROPOSED PRIVATE LIFT STATION4Page 77 of 125 DRAINAGE STRUCTURE DATADATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\8 GRADING & DRAINAGE PLAN.dwg,12/15/2023 9:07:35 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS08-A OF 19GRADING & DRAINAGE PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'DAVE M. SCHMITTFLORIDA REG. NUMBER48274107-31-2023DMREV PER CITY/SJRWMD COMMENTS1Page 78 of 125 123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSSSSSSSSSSSSSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWW W W W W W W W W W WTOTLOT PARK /OPENSPACEFMFMFMFMW W W W W W x x x xxxWWWSFMFM RM PVC RM PVC RM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSTREET A (TRACT F-1)STREET A (TRACT F-2)S-5SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:1+29.28(0.04R)TOP Elev:131.04INV OUT:127.44S-4SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:3+93.59(0.01R)TOP Elev:133.90INV IN:126.39INV OUT:126.29S-3SANITARY SEWER MANHOLE (TYP.)WITH DROP CONNECTION (DETAIL UT 102)CITY OF OCOEE-FL. DETAIL UT101STA:6+61.46(2.30R)TOP Elev:136.66INV IN:125.20INV OUT:121.88S-2SANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:7+25.87(6.25R)TOP Elev:136.40INV IN:121.58INV OUT:121.48S-1SANITARY SEWER RECEIVING MANHOLECITY OF OCOEE-FL. DETAIL UT104STA:7+25.87(29.21R)TOP Elev:137.00INV IN:121.37INV OUT:121.27PRIVATE LSPRIVATE LIFT STATION (SECURED)CITY OF OCOEE-FLDETAIL UT308aSTA:7+35.83(42.65R)TOP Elev:137.30INV IN:121.15S-2ASANITARY SEWER MANHOLE (TYP.)CITY OF OCOEE-FL. DETAIL UT101STA:7+04.18(6.98R)TOP Elev:136.60INV IN:121.69INV OUT:121.69FMFMFMFMFMFMFMFMFM FM FM FMFMFMWWWWWWDAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\9 UTILITY PLAN.dwg,12/15/2023 5:06:22 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS 09 OF 19 UTILITY PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE LINE & HYDRANTFORCE MAINDIRECTION OF SURFACE FLOWWATER SERVICE WITH METERRECLAIMED WATER SERVICEWITH METERWSANITARY STRUCTURE DATAUTILITY NOTES1.FIRE HYDRANTS TO BE INSTALLED AS DESIGNED. CALCULATIONS SHALL MEET THE REQUIREMENTS OF NFPA 1(2021 EDITION), FFPC (7TH EDITION), AND COORDINATED WITH CITY OF OCOEE FIRE AND RESCUE.2.FIRE HYDRANTS SHALL HAVE A CLEARANCE OF 7'6" IN FRONT AND TO THE SIDES WITH A 4' CLEARANCE TO THEREAR.3.THE DEVELOPER SHALL OBTAIN WATER SERVICE AND WASTE WATER FROM THE CITY OF OCOEE.4.ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.5.METERS SHALL NOT BE IN CONFLICT WITH DRIVEWAYS.111111111NOTE:NO PIPE DEFLECTION ALLOWED.APPROPRIATE FITTING MUST BE USED.3' MIN 11S. CLARKE ROAD1WHITE ROAD1 1110' UTILITIES EASEMENT 10' UTILITIES EASEMENT1 1111111111POND 1.41 AC11111MATCHLINE AA - THIS SHEETMATCHLINE AA - THIS SHEET109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM222222222REV PER CITY/SJRWMD COMMENTS22222222222223' HORIZONTAL SEPARATION22222221122122123' HORIZONTAL SEPARATION210'2225'20' HORIZONTAL SEPARATION29' HORIZONTAL SEPARATION28' HORIZONTAL SEPARATION 22222OWNERSHIP/MAINTENANCEUTILITY EASEMENTSPUBLIC: TO BE OWNED AND MAINTAINED BY THE HOMEOWNERWITH EASEMENT GRANTED TO CITY OF OCOEE-FL..SANITARY SEWER,PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.PRIVATE LIFT STATION PRIVATE: TO BE OWNED AND MAINTAINED BY HOA.(TRACT E)POTABLE WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.RECLAIMED WATER PUBLIC: TO BE OWNED AND MAINTAINED BY CITY OF OCOEE.22NOTES"THIS PROJECT, INCLUDING BOTHHORIZONTAL AND VERTICALCONSTRUCTION, SHALLINCORPORATE WATERSENSEPLUMBING FIXTURES AND ENERGYSTAR APPLIANCE AS REQUIRED BYCHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES"2222236'222311-21-2023DMREV PER CITY/SJRWMD COMMENTS33333333333333333333333333333333333333333333333333333333333333ROBYNS GLENN ROAD 412-13-2023DMREV PER CITY COMMENTS4444444444444444410' MINIMUM HORIZONTALSEPARATION FROM WATERMAIN O THE WALL FOOTER4445'3'4'4'3'6'2'6'7' HORIZONTALSEPARATION4 23421 ' H O R I Z O N T A L S E P A R A T I O N43' HORIZONTAL SEPARATION45'43' HORIZONTALSEPARATION4' HORIZONTALSEPARATION 47' HORIZONTALSEPARATION410' PROPOSEDUTILITY EASEMENT44Page 79 of 125 1.01%0.98%1.14%GRADE BREAK STA = 0+33.63ELEV = 130.030 GRADE BREAK STA = 6+48.17 ELEV = 136.587 GRADE BREAK STA = 3+46.18 ELEV = 133.550 1.03%GRADE BREAK STA = 6+00.00 ELEV = 136.102XING #1Station=3+46.20elev = 128.260XING #1Station=3+46.20elev = 127.268WWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCXING#11Station=0+61.27elev = 125.51XING#11Station=0+61.27elev = 124.51XING#10Station=0+48.22elev = 125.00XING#10Station=0+48.22elev = 126.00XING#12Station=3+46.20elev = 128.29XING#12Station=3+46.20elev = 127.29FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMRM POINT OF CONNECTIONStation=0+05.76elev = 125.551234567817161514131211109SSSSSSSSSSSSSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWW W TOTLOTFMFMFMW W x x x xxxSFMFM RM PVC RM PVC RM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVC01234567 8 BP: 0+00.00 PC: 6+48.20PT: 7+11.03STREET A (TRACT F-1)456 DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS10 OF 19 PLAN & PROFILE (STREET A) - 1CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'LEGENDDESCRIPTION PROPOSEDSANITARY SEWER SYSTEMSTORM SEWER SYSTEMWATER SYSTEMFIRE LINE & HYDRANTFORCE MAINDIRECTION OF SURFACE FLOWWFMNOTE:-ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.1WHITE ROAD 1 109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DMREV PER CITY/SJRWMD COMMENTS2MATCHLINE STA = 6 + 14.54 / SEE SHEET 11/19HORIZ: 1"=40'VERT: 1"=4'2311-21-2023DMREV PER CITY/SJRWMD COMMENTS3412-13-2023DMREV PER CITY COMMENTS44Page 80 of 125 GRADE BREAK STA = 6+48.17ELEV = 136.5871.03% -1.08% -2.53 % -2.00% -1.08%GRADE BREAK STA = 6+85.84ELEV = 136.984GRADE BREAK STA = 9+06.48ELEV = 134.600-2.00%GRADE BREAK STA = 11+09.21ELEV = 129.470GRADE BREAK STA = 11+37.16 ELEV = 128.911 W W W W W W W W W W W W RM PVC RM PVC RM PVC RM PVC RM PV C FM FM FM FM FM FM XING#2 Station=7+25.85 elev = 123.13 XING#2 Station=7+25.85 elev = 122.11 XING#3 Station=9+06.45 elev = 129.78 XING#3 Station=9+06.45 elev = 130.78 XING#4 Station=10+99.34 elev = 124.30 XING#4 Station=10+99.33 elev = 122.80 XING#7 Station=6+97.76 elev = 133.25 XING#7 Station=6+97.76 elev = 132.25 WWWWW XING#5 Station=7+45.21 elev = 125.66 XING#5 Station=7+45.21 elev = 132.68 XING#6 Station=7+35.80 elev = 132.90 XING#6 Station=7+35.80 elev = 131.90 XING#8 Station=6+95.57 elev = 122.42 XING#8 Station=6+95.56 elev = 133.30 XING#9 Station=6+88.22 elev = 126.31 XING#9 Station=6+88.22 elev = 133.45 XING#14 Station=7+66.40 elev = 125.71 XING#14 Station=7+66.40 elev = 132.90 Point of Connection to 12" WM Station=11+31.50 elev = 124.78 XING#13 Station=8+34.40 elev = 131.54 XING#13 Station=8+34.40 elev = 125.761817LS FMFMFMWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCSWW W W W W W W W W W WTOTLOT PARK /OPENx x xxxSFMFM RM PVC RM PVC RM PVCRM PVC7 8 9 10 11 11 EP: 11+37.16PC: 6+48.20 PT: 7+11.03 STREET A (TRACT F-2)MATCHLINE STA = 6 + 14.54 / SEE SHEET 10/19HORIZ: 1"=30' VERT: 1"=3' DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 5:01:00 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11 OF 19 PLAN & PROFILE (STREET A) - 2 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=30' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER. 1S. CLARKE ROAD1109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM 2CALL OUT REMOVED REV PER CITY/SJRWMD COMMENTS 2 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 4 4 4 4 4 4 4 4 4 Page 81 of 125 -1.28%0.97% 1.50% 0.55% -2.05% -0.75% -1.35% -1.50% -1.19% -1.06%GRADE BREAK STA = 0+39.72ELEV = 129.500GRADE BREAK STA = 2+00.00ELEV = 129.700GRADE BREAK STA = 3+00.00ELEV = 131.200GRADE BREAK STA = 4+00.00ELEV = 131.750GRADE BREAK STA = 5+00.00ELEV = 129.700GRADE BREAK STA = 6+00.00ELEV = 128.950GRADE BREAK STA = 7+00.00ELEV = 127.600GRADE BREAK STA = 8+00.00ELEV = 126.100GRADE BREAK STA = 9+00.00ELEV = 124.910GRADE BREAK STA = 10+00.00ELEV = 123.850Point of Connection to 12" WM Station=0+39.72 elev = 125.80 W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM PV - (6) Station=9+23.28 elev = 121.1419WWWWWFMWFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWRM PVCRM PVCRM PVC0BP: 0+00.00 0 1 2 3 4 5 6 7 8 9 10 10BP: 0+00.00EP: 10+09.050DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11A OF 19 PLAN & PROFILE (WHITE ROAD)-3 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER.S. CLARKE ROAD109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTS WHITE ROAD ROBYNS GLENN ROADWHITE ROAD PROFILE 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 4 4 Page 82 of 125 FMFMFMFM FM FM FMFMFM890 1 233 PV - (7) Station=0+31.03 elev = 121.14 FM FM FM FM FM FM FM FM FM FM PV - (7) Station=2+05.03 elev = 124.86 -0.79% 1.47% 0.88% GRADE BREAK STA = 0+00.00 ELEV = 126.120 GRADE BREAK STA = 1+88.74ELEV = 124.620GRADE BREAK STA = 3+30.48ELEV = 125.960DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\10-11 PLAN & PROFILE (STREET A).dwg,12/15/2023 9:25:58 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 11 BOF 19 PLAN & PROFILE (ROBYNS GLENN RD) - 4 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' LE GEND DESCRIPTION PROPOSED SANITARY SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE LINE & HYDRANT FORCE MAIN DIRECTION OF SURFACE FLOW W FM NOTE: -ALL PUBLIC UTILITIES SHALL HAVE A MINIMUM OF 3' OF COVER. 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTSWHITE ROADROBYNS GLENN ROAD ROBYNS GLENN RD PROFILE 2 311-21-2023 DM REV PER CITY/SJRWMD COMMENTS 3 412-13-2023 DM REV PER CITY COMMENTS 4 Page 83 of 125 01234567 8 9 10 11 11 BP: 0+00.00 EP: 11+37.16PC: 6+48.20PT: 7+11.03123456781817161514131211109LSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCTOTLOTPARK /OPENSPACEx x x xxxSTREET A (TRACT F-1)STREET A (TRACT F-2)DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\12 SIGNAGE & STRIPING PLAN.dwg,12/15/2023 5:01:03 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS12 OF 19 SIGNAGE & STRIPING PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=40'1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNING PER FDOTINDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPS1 - STOP SIGN (R1-1)1 - 24" STOP BAR,1 - 6' WIDE CROSS WALK WITH DETECTABLE WARNING PER FDOTINDEX 711-0011 - RIGHT TURN ONLY SIGN. (R3-5R). (LOCATED ON STOP SIGN POLE)2-HANDICAP RAMPSTYPE "4" OBJECTMARKERSOLID REDNOOUTLETNO OUTLET SIGN4 - TYPE "4" OBJECT MARKER (OM4-3)4 - TYPE "4" OBJECT MARKER (OM4-3)TYPICAL STOP SIGNCURB RAMP DETECTABLE WARNINGSTOPR1-1TYPICAL INTERSECTIONSIGNING & STRIPING24" WHITESTOP BAR (TYP.)ALL SIDEWALK CURB RAMPS SHALL HAVE "CAST IN PLACE" DETECTABLE WARNING SURFACES THATEXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 mm) FROMTHE BACK OF CURB IN ACCORDANCE WITH F.D.O.T. INDEX 304.SIDEWALK RAMPS SHALL REQUIRECONSTRUCTION OF A "CAST IN PLACE"DETECTABLE WARNING IN ACCORDANCEWITH FDOT INDEX 304.FDOT SIDEWALK CURB RAMPALONG MASSEE DRIVELIMIT25SPEEDTYPICAL 25 MPHSPEED LIMIT SIGN1 - SPEED LIMIT 25 MPH (R2-1)1 - SPEED LIMIT 25 MPH (R2-1)2 - NO OUTLET SIGN (W-14-2)2 - NO OUTLET SIGN (W-14-2)NOTE:-THERMO PAINT WILL BE USED FOR ALL PAVEMENT MARKINGS IN THE ROW.1ONLYR3-5R1S. CLARKE ROAD1WHITE ROAD 1 11109-12-2023DMREV PER CITY/SJRWMD COMMENTS210-13-2023DM212REV PER CITY/SJRWMD COMMENTS22Page 84 of 125 1 2 3 4 5 6 7 8 1817161514131211109 LSTOT LOT PARK / OPEN SPACExxxxxxSTREET A (TRACT F-1)STREET A (TRACT F-2)Lock to Lock Time: Track: Width: inchesFIRE TRUCK 6.0 80.7 96.0 249.0"86.0" 511.0" Steering Angle:41.7 DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\13 FIRE TRUCK ROUTE PLAN.dwg,12/15/2023 5:00:39 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 LAKE UNDERHILL ROAD SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 13 OF 19 FIRE TRUCK ROUTE PLAN CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE 1"=40' S. CLARKE ROAD 1 WHITE ROAD1109-12-2023 DM REV PER CITY/SJRWMD COMMENTS 210-13-2023 DM REV PER CITY/SJRWMD COMMENTS 2 2 Page 85 of 125 DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 9:31:48 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 14 OF 19 UTILITY DETAILS-1CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONE210-13-2023DMREV PER CITY/SJRWMD COMMENTS2Page 86 of 125 DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 9:31:48 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 15 OF 19 UTILITY DETAILS-2CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741109-12-2023DMREV PER CITY/SJRWMD COMMENTSPage 87 of 125 DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\14-15 UTILITY DETAILS -1&2.dwg,12/15/2023 4:35:07 PM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 15-A OF 19 UTILITY DETAILS-3CITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE NONEDAVE M. SCHMITTFLORIDA REG. NUMBER482741109-12-2023DMREV PER CITY/SJRWMD COMMENTS311-21-2023DMREV PER CITY/SJRWMD COMMENTS412-13-2023DMREV PER CITY COMMENTS4Page 88 of 125 DAVE M. SCHMITTFLORIDA REG. NUMBER48274WIDTH VARIES-SEE PLAN1/4"/'4"5' STANDARD CONCRETE SIDEWALKFIN. GRADEFIN. GRADECONTRACTOR SHALL COMPLY WITH F.D.O.T. STANDARD PLANS FOR ROADCONSTRUCTION, FY 2022-23 F.D.O.T DESIGN MANUAL 2022, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" F.D.O.T.INDEX 425-010 - STRUCTURE BOTTOMS TYPE J AND P F.D.O.T. INDEX 425-001 -SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS F.D.O.T. INDEX 425-020 - CURBINLET TOPS TYPES 1, 2, 3 & 4 F.D.O.T. INDEX 425-052 - DITCH BOTTOM INLET TYPES C, D,E & H F.D.O.T. INDEX 430-021 - CROSS DRAIN MITERED END SECTION SINGLE ANDMULTIPLE ROUND CONCRETE PIPE F.D.O.T. INDEX 520-001 - CURB & CURB & GUTTERF.D.O.T. INDEX 522-001 / 522-002 / 522-003 - CONCRETE SIDEWALK / DETECTABLEWARNINGS & SIDEWALK CURB RAMPS / CONCRETE FLARED DRIVEWAYS F.D.O.T. INDEX711-001 - SPECIAL MARKING AREAS.F.D.O.T. STANDARD PLANS - FY 2022-2312"12"12"12"12"9" 1/4"7 1/2" 6"6"6"1/2" RBASEPAVEMENTSTABILIZED SUBGRADESTABILIZEDSUBBASEMIAMI CURB DETAIL24"6"PAVEMENTBASETYPE "F" CURB & GUTTER DETAIL6"6"12"12"12"6"8"16"24"1/2" R2" R3" R3/4" R1/4"7 1/2" 12"STABILIZEDSUBBASESTABILIZEDSUBGRADEDATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\16 PAVING & DRAINAGE DETAILS.dwg,12/15/2023 9:33:13 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS16 OF 19 PAVING, GRADING & DRAINAGE DETAILSCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURENONEPage 89 of 125 LSWFM14.0'DAVE M. SCHMITTFLORIDA REG. NUMBER48274DATEBYDESCRIPTIONDATEBYDESCRIPTIONREVISIONSCONTRACTOR "AS-BUILTS"I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my directsupervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actuallyconstructed. This statement is based upon site observations of the construction.Contractor EngineerNot valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,12/15/2023 9:36:37 AM DATE:PROJECT NO.:DRAWN BY:CHECKED BY:SCALE:SHEET:DAVE SCHMITTENGINEERING, INC.12301 Lake Underhill Road Suite 241ORLANDO, FL 32828407-207-9088 FAX 407-207-9089Certification of Authorization #27471MAY 2023OJV-1BCDMS17 OF 19 LIFT STATION PLANCITY OF OCOEE, FLORIDAOCOEE OAKS JOINT VENTURE1"=10'PRIVATE LIFT STATION PLANSCALE 1"=10'1109-12-2023DMREV PER CITY/SJRWMD COMMENTS412-13-2023DMREV PER CITY COMMENTS4Page 90 of 125 FLYGT NP 3102 SH 3 80mm135mm 3440 3"460v 60Hz 3 6.5 FLYGT NP 3102 SH 3 80mm135mm 3440 3"460v 60Hz 3 6.5 125.0 70.82'60.4 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,12/15/2023 9:37:04 AMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 18 OF 19 LIFT STATION DETAILS - 1 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS Page 91 of 125 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19 OF 19 LIFT STATION DETAILS - 2 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS Page 92 of 125 PM 4 5 6 NEU 3 1 2 ALT. H O A 8 9 O H A O H A 15 16 12 13 MALE AUXILIARY POWER RECEPTACLE 18 HIGH FLOAT 19 LAG FLOAT 20 21 LEAD FLOAT 22 23 ON/OFF FLOAT 24 25 POWER TO RTU PHASE MON. TO RTU HI LEVEL TO RTU PUMP 1 FAIL TO RTU PUMP 2 FAIL TO RTU NEUTRAL FROM RTU GND. TO RTU OUT OF AUTO TO RTU OUT OF AUTO TO RTU PUMP #1 PUMP #2 10 ETM TO RTU ETM TO RTU11 PUMP1 OVER TEMP. PUMP1 LEAK PUMP2 OVER TEMP. PUMP2 LEAK MP1 MP2 MP1 RESET MP2 RESET F.T.S. F.T.S. F.T.S. F.T.S. HIGH LAG LEAD OFF/ON ALARM SILENCE CB1 CB2 CB3 CB4 FLASHER HORN LIGHT TO PUMP SENSORS TO PUMP SENSORS CT1 CT2 OT A ATO T N T N T N T N 12 12 12 12 7 12 12 12 12 ALLEN-BRADLEY 12 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-A OF 19 LIFT STATION DETAILS - 3 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS Page 93 of 125 H A H A DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-B OF 19 LIFT STATION DETAILS - 4 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS Page 94 of 125 K10/NO 16 22 23 24COMM K16/NO K15/NO 21 20 19 18 17 K13/NO K14/NO COMM K12/NO K11/NO 15 14 13 12 11 K9/NO COMM K7/NO K8/NO K6/NO 10 K4/NC K5/NO COMM K4/NO K3/NC 9 8 7 6 K2/NO K3/NO K2/NC K1/NC K1/NO 3 5 4 2 1 PINOUTPUT DI-1417 20 COMM. 19 18 DI-16 DI-15 16 15 DI-13 DI-12 14 12 13 DI-11 DI-10 DI-9 11 10 DI-8 COMM. 8 9 7 DI-6 DI-7 DI-5 DI-24 6 5 DI-4 DI-3 3 2 DI-1 CNTR2 PIN 1 INPUT CNTR1 HOA #1 NOT IN AUTO POSITION WET WELL HIGH LEVEL PHASE MONITOR GENERATOR RUN PUMP #1 FAILURE PUMP #1 RUN HOA #2 NOT IN AUTO POSITION HOA #3 NOT IN AUTO POSITION HOA #4 NOT IN AUTO POSITION PUMP #2 RUN PUMP #3 RUN PUMP #4 RUN PUMP #2 FAILURE PUMP #3 FAILURE PUMP #4 FAILURE 8 6 8 6 8 6 8 6 1 3 31 31 31 8 8 6 6 8 6 1 4 1 4 41 1 4 6 8 23 24 1 2 21 22 4 5 25 26 34 9 3 CR4 CR5 CR9 CR10 CR2 CR3 CR7 CR8 TD2 TD3 TD4 TD5 CR11 CR6 CR1 O.L. 120 VAC CONTROL VOLTAGE (TO BE VERIFIED IN FIELD) CR1 EXISTING MOTOR CONTROL CIRCUIT M (EXISTING) (EXISTING) CR2 TD2 CR2 (CR3) (CR7) (CR8) (TD3) (TD4) (TD5) (CR3) (CR7) (CR8) 13 (29) (27) (16) EXISTING CKT.12 2 7 20 CR4 (CR5) (CR9) (CR10) 14 15 (32) (31) (18) (17) (28) (30) 2 7 2 7 2 7 8 5 HOA #1 IN AUTO POSITION 5.0 SEC ON DELAY WET WELL HIGH LEVEL (EXIST.) WET WELL FLOODING (ASSUMED NORMALLY CLOSED) THIS CIRCUIT TYPICAL FOR EACH MOTOR IN LIFT STATIONS #1, #2, #3 & #4 19 CR62 7 33 CR1127GEN. RUN PHASE FAILURE (EXISTING) SWITCH TRANSFER PHASE FAILURE GEN. EXISTING CKT. N.O.H.C. INSTALLATION NOTES: INSTALLER TO VERIFY CONTROL VOLTAGE IN ORDER TO DETERMINE RELAY COIL VOLTAGES. OPTIONS ARE TO BE INSTALLED AT EACH LIFT STATION INSTALLER TO VERIFY DATA SHEETS AS TO WHAT INSTALLER TO VERIFY THAT ALL SIGNALS ARE NORMALLY CLOSED, CONTACT OPENS ON SIGNAL. (i.e. SOME SIGNALS MAY BE GENERATED AS NORMALLY OPEN FROM FIELD LIMIT SWITCH.) TYPICAL RELAY PIN OUT IS AS FOLLOWS: 1. 3. 2. 4. 4 5 1 8 3 2 6 7 ALL CONTROL RELAYS TO BE P & B #KRP11AN OR EQUAL. ALL TIME DELAY RELAYS TO BE DIGI SWITCH TYPE TDM OR EQUAL. - TB2 LOCATED IN JUNCTION BOX. TO BE PRE-WIRED IN SHOP. 5. 7. 6. 7 HAND OFF XOO OOX AUTO (EXISTING) 21 43 2 2 DO-2 7 7DO-1 PUMP 2 PUMP 144 45 46 PUMP 3 DO-32 7 47 PUMP 4 DO-42 7 TO P.S. OUT PIN 10 13 12 14 5 AI P.GND DI COM. DI-8 DI-5 DI-7 DI-611 DI-3 DI-49 8 DI-2 DI-1 7 6 AI-2+ AI 2-4 3 AI 1+ AI 1-2 1 INPUT PRESSURE FLOW PT FT 72DO-5 GENERATOR REMOTE START48 DATE BY DESCRIPTION DATE BY DESCRIPTION REVISIONS CONTRACTOR "AS-BUILTS" I hereby state that these "As-Builts" were furnished to me by the contractor listed below. I, or an employee under my direct supervision have reviewed these "As-Builts" and believe them to be in compliance with my knowledge of what was actually constructed. This statement is based upon site observations of the construction. Contractor Engineer Not valid without the signature and the original raised seal of a Florida Registered Engineer.F:\OJV1\CAD\Planset\Final\17-19 LIFT STATION PLAN.dwg,11/27/2023 12:11:27 PMDATE: PROJECT NO.: DRAWN BY: CHECKED BY: SCALE: SHEET: DAVE SCHMITT ENGINEERING, INC. 12301 Lake Underhill Road Suite 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Certification of Authorization #27471 MAY 2023 OJV-1 BC DMS 19-C OF 19 LIFT STATION DETAILS - 5 CITY OF OCOEE, FLORIDA OCOEE OAKS JOINT VENTURE NONE DAVE M. SCHMITT FLORIDA REG. NUMBER 48274 1 109-12-2023 DM REV PER CITY/SJRWMD COMMENTS Page 95 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE35363738395123467891011121314151617181920212223242526272829303132333440414342464445474849505152535456575859605561WORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVC48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESTYPICALLOT TREETYPICALLOT TREEEXISTING TREESEXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINALL EXISTING TREEST-100TREE MITIGATION PLAN1"=30'-0" CAD FILE LS CRPage 96 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINE57616263646566676869707173787674728311511375801018685841038891908987939695949297100999881798277102104105106107108109112110111114124123122119125121116117118120130127126128129135133134136139137132138140153151150152154131141142143145144146147148149157156158160159161163162164165166167168169170171172173174175176177178179180185181184193194195196187188189190182186191192197198199200201202203204205206207208209210211212213214215216217218235236237239238240241242219220221222223224225226227228229230231232233234251252253243244245246247248250249254255256257258259260261262263264265266267268269270271155183272RM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RM PVCS S S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC EXISTING TREESEXISTING TREE TO BE REMOVEDEXISTING TREE TO REMAINALL EXISTING TREEST-101TREE MITIGATION PLAN1"=30'-0" CAD FILE LS CRPage 97 of 125 # TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONOAK11"11"-4PINE7"-7"-PINE15"-15"-PINE11"-11"-PINE16"-16"-PINE14"-16"-PINE 14"-14"-PINE16"-16"-PINE17"17"-4UNIDENTIFIED8",7",6"21"-12PINE12"12"-4PINE14"-14"-PINE6"-6"-PINE16"-16"-PINE18"18"-4PINE11"-11"-PINE12"-12"-PINE16"-16"-PINE14"14"-4OAK27"-27"-OAK8"-8"-OAK34"-34"-PINE13"13"-4PINE17"17"-4PINE13"13"-4PINE14"14"-4PINE11"11"-4PINE15"15"-4PINE15"15"-4PALM18"18"-4PINE14"14"-4PINE14"-14"-PINE16"16"-4PINE11"11"-4PINE16"16"-4PINE15"15"-4PINE15"15"-4PINE14"14"-4TREE MITAGATION CHART PINE17"17"-4353637383951234678910111213141516171819202122232425262728293031323334# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE13"13"-4PINE15"15"-4PINE15"15"-4PINE17"17"-4PINE13"13"-4PINE14"14"-4PINE15"15"-4PINE16"16"-4UNIDENTIFIED 16"16"-4UNIDENTIFIED 14"14"-4PINE14"14"-4OAK8"8"-4OAK12"12"-4UNIDENTIFIED 7"7"-4UNIDENTIFIED9"9"-4UNIDENTIFIED8"8"-4OAK12"12"-4PINE12"12"-4PINE10"10"-4PINE15"15"-4PINE14"14"-4PINE9"9"-4PINE14"14"-4PINE10"10"-4PINE10"10"-4PINE10"10"-4UNIDENTIFIEDXXXX-XXPINE10"10"-4PINE12"12"-4PINE10"10"-4 PINE11"11"-4PINE15"15"-4PINE8"8"-4PINE10"10"-4PINE12"12"-4PINE16"16"-4PINE14"14"-4PINE10"10"-4PINE9"9"-4191192193194195161157158159160162163164165166167168169170171172173174175176177178179180181182183184185186187188189190# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE17"-17"-PINE16"-16"-PINE15"-15"-PINE12"-12"-OAK8"8"-4CRAPE MYRTLE9"-9"-OAK15"-15"-PINE15"15"-4PINE15"15"-4CRAPE MYRTLE8"8"-4OAK8"8"-4PINE15"15"-4PINE12"12"-4OAK20"20"-4PINE16"16"-4UNIDENTIFIED10"10"-4PINE15"15"-4PINE11"11"-4PINE20"20"-4PINE15"15"-4PINE18"18"-4PINE15"15"-4PINE9"9"-4PINE10"10"-4PINE8"8"-4PINE10"10"-4OAK11"11"-4PINE15'15"-4PINE15"15"-4PALM18"18"-4PINE12"12"-4PINE14"14"-4PINE14"14"-4PINE12"12"-4PINE16"16"-4PINE15"15"-4PINE8"8"-4PINE9"9"-4TREE MITIGATION CHARTPINE8"8"-4747576777844404142434546474849505152535455565758596061626364656667686970717273# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE16"16"-4PINE8"8"-4PINE9"9"-4PINE18"18"-4PINE9"9"-4PINE8"8"-4PINE12"12"-4PINE12"12"-4PINE12"12"-4PINE10"10"-4PINE14"14"-4PINE22"22"-4PINE12"12"-4PINE11"11"-4OAK10"10"-4PINE12"12"-4PINE10"10"-4PINE10"10"-4PINE11"11"-4PINE 8" 8"-4PINE10"10"-4PINE 8" 8"-4PINE11"11"-4PINE13"13"-4PINE11"11"-4PINE13"13"-4PINE12"12"-4PINE12'12"-4PINE 8" 8"-4PINE12"12"-4PINE11"11"-4PINE17"17"-4PINE20"20"-4PINE10"10"-4PINE16"16"-4PINE15"15"-4PINE9"9"-4PINE12"12"-4PINE13"13"-4230231232233234200196197198199201202203204205206207208209210211212213214215216217218219220221222223224225226227228229# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE9"9"-4PINE14"14"-4PINE10"10"-4PINE9"9"-4PINE14"14"-4PINE11"11"-4PINE11"11"-4PINE15"15"-4PINE12"12"-4PINE11"11"-4PINE12"12"-4PINE15"15"-4OAK15"15"-4PINE9"9"-4PINE17"17"-4PINE12"12"-4PALM17"17"-4PINE11"11"-4PINE10"10"-4PINE21"21"-4PINE10"10"-4PINE15"15"-4PINE9"9"-4PINE18"18"-4UNIDENTIFIED 12"12"-4UNIDENTIFIED 14"14"-4PINE18"18"-4UNIDENTIFIED 12"12"-4PINE15'15"-4PINE20"20"-4PINE8"8"-4PINE8"8"-4PINE10"10"-4UNIDENTIFIED 11"11"-4PINE15"15"-4PINE9"9"-4PINE14"14"-4PINE17"17"-4PINE8"8"-4113114115116117837980818284858687888990919293949596979899100101102103104105106107108109110111112# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE11"11"-4PINE11"11"-4PINE8"8"-4PINE12"12"-4PINE7"7"-4PINE9"9"-4PINE11"11"-4PINE12"12'-4PINE9"9"-4PINE8"8"-4PINE11"11"-4PINE11"11"-4PINE18"18"-4PINE9"9"-4PINE8"8"-4PINE14"14"-4PINE12'12"-4PINE12"12"-4PINE14"14"-4OAK46"46"-4UNIDENTIFIED 7"7"-4OAK21"21"-4UNIDENTIFIED12"12"-4PINE11"11"-4PINE9"9"-4PINE12"12"-4OAK26"26"-4PINE16"16"-4PINE15"15"-4PINE12"12"-4OAK14"14"-4OAK24"24"-4PINE11"11"-4PINE11"11"-4PINE14"14"-4PINE17"17"-4OAK30"30"-4OAK34"34"-4269270271272239235236237238240241242243244245246247248249250251252253254255256257258259260261262263264265266267268# TREE TYPESIZE INCHESINCHESREMOVEDSAVEDMITIGATIONPINE13"13"-4PINE12"12"-4OAK20"20"-4OAK22"22"-4PINE10"10"-4PINE11"11"-4OAK54"54"-4PINE14"14"-4PINE9"9"-4PINE8"8"-4PINE10"10"-4PINE10"10"-4PINE8"8"-4OAK24"24"-4PINE12"12"-4PINE17"17"-4PINE11"11"-4PINE12"12"-4PINE24"24"-4PINE13"13"-4PINE12"12"-4PINE14"14"-4PINE13'13"-4PINE14"14"-4UNIDENTIFIED8"8"-4UNIDENTIFIED 11"11"-4UNIDENTIFIED 8"8"-4UNIDENTIFIED 9"9"-4UNIDENTIFIED10"10"-4UNIDENTIFIED 8"8"-4UNIDENTIFIED 9"9"-4PINE10"10"-4PINEXXXX-4PINEXXXX-4OAK24"24"-4PINE14"14"-4PINE12"12"-4UNIDENTIFIED XXXX-XXPINE9"9"-4152153154155156122118119120121123124125126127128129130131132133134135136137138139140141142143144145146147148149150151TREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTREE MITIGATION CHARTTOTAL578"327"253"96TOTAL509"425"84"132TOTAL498"498"0"156TOTAL499"499"0"152TOTAL459"459"0"152TOTAL467"467"0"156TOTAL549"549"-1523,559"3,224337" 996 TREESSIZE INCHESINCHESREMOVEDSAVEDMITIGATION316LOT #LOT SIZETREES (2"CAL)TREESREQUIREDSAVED12456789101213141517189,883 SF33 - 3X2= 69,888 SF32 - 3X2= 69,874 SF33 - 3X2= 6PER LOT4" CALIPER TREES PROPOSED IN LEIU OF REQUIRED 11TREES (2"CAL)PROPOSEDTOTAL TREESGRAND TOTAL54108 (432")540012,107 SF33 - 3X2= 69,888 SF33 - 3X2= 6**2" CALIPER TREES AND ARE COUNTED AS 2 TREES EACH 9,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,883 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 69,888 SF33 - 3X2= 6TOTALLOT TREE REPLACEMENTREPLACEMENT PROVIDED15SLASH PINE - 3" CAL.SLASH PINE - 4"949TOTAL TREES PLANTEDQUANTITY45"36"181"QUANTITYFINALCOMMON AREA TREES18AMERICAN ELM - 4"LIVE OAK - 4" CAL.772"28"T-500TREE MITIGATION CHARTS AND CALCULATIONS NO SCALE CAD FILE LS CRPage 98 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEWORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVC48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODETYPICALLOT TREETYPICALLOT TREE* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.ROOT BARRIER NOTES:SEE DETAIL SHEET L-500L-100LANDSCAPE PLAN 1"=30'-0" CAD FILE LS CR 4.4.4.Page 99 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODEFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM RM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W RM PVCS S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC 48" ROOT BARRIERALONG UTILITY LINES* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINES48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODETYPICALLOT TREETYPICALLOT TREETYPICALLOT TREETYPICALLOT TREEROOT BARRIER NOTES:SEE DETAIL SHEET L-500L-101LANDSCAPE PLAN 1"=30'-0" CAD FILE LS CR 4.4.4.4.4.4.4.Page 100 of 125 PLANSPLANS6'' SOIL BERM TO HOLD WATERPROTECT TREE TRUNK WITH RUBBER HOSEROOTBALL ACCORDING TO FLORIDAGRADES AND STANDARDS, CURRENTEDITION TYP.EARTH ANCHOR (SEE NOTE BELOW)INSTALL AS PER MFG. INSTRUCTIONS.12"NOTES:INCLUDES TREES WITH 4" CALIPER AND GREATER.TREE SUPPORT SYSTEM TO BE 'DUCKBILL' MODEL No. 88-DTS-0, ORAPPROVED EQUAL. SYSTEM INCLUDES THREE (3) EARTHANCHORS, 15' OF GALV. STEEL CABLE WITH BRIGHT ORANGECOATING, THREE (3) TURNBUCKLES AND SIX (6) 3/16" CABLECLAMPS.6''MIN.6'' MIN.ON FIELD GROWN TREES; CONTRACTOR TOTURN BACK TOP THIRD OF NATURAL BURLAP.IF SYNTHETIC BURLAP IS USED; CONTRACTORTO REMOVE COMPLETELY PRIOR TO PLANTING.FINISH GRADERECYCLED TIRE TREE TIES, AS MANUF.BY GRO- STRAIT (707-745-4330)OR APPROVED EQUAL.THREE LODGEPOLE PINE STAKES,2'' DIA. (EVENLY SPACED)TAMP PREPARED PLANTING SOIL TO PREVENT SETTLING ANDADJUST ROOTBALL PLANTING HEIGHT IN RELATIONSHIP TO FINISHGRADE.'D'= ROOTBALL + 24".FINISH GRADE3" MULCH AS SPECIFIED (1'' OVER CROWN OF ROOTBALL). SETBACK MULCH 12-18 INCHES FROM TRUNK.THE PLANTING HOLE SHALL BE 10% MORE SHALLOW THAN THEROOT BALL DEPTH SO THAT TRUNK FLARE (TAPER) IS VISIBLEABOVE GRADE.PREPARED PLANTING SOIL AS SPECIFIEDNOTES:INCLUDES TREES WITH 3-1/2" CALIPER AND BELOW.SUPPORTS AND STAKES MUST BE AT LEAST 2' FROMNEAREST EDGE OF PAVEMENT.12""D""D" = ROOTBALL + 24""D"12"12"EXISTING SOILEXISTING SOIL3'' MULCH AS SPECIFIED(1''OVER ROOTBALL). KEEPMULCH 3" AWAY FROM STEMSAND/OR TRUNKS6"PAD TRUNK WITH TWO LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZEDSTEEL BANDS TO TIE 5, 2"X2"X18" P.T. WOOD BATTENS AROUND TRUNK.THE PLANTING HOLE SHALL BE 10% MORE SHALLOW THAN THE ROOT BALL DEPTH SO THAT TRUNKFLARE (TAPER) IS VISIBLE ABOVE GRADE.TOP OF TRUNK CROWN SHAFT IS TO BE 90 DEGREES TO THE GROUND. PROVIDE STRAIGHT TRUNKSONLY (UNLESS OTHERWISE NOTED).6" SOIL BERM TO HOLD WATERPROVIDE THREE 2''x4'' SUPPORTS - NAIL SECURELY TO BATTENS AND GROUND STAKES AS SHOWN.SUPPORTS SHALL REMAIN IN PLACE FOR A MINIMUM OF 6 MONTHS OR UNTIL END OF HURRICANESEASON.6'6'FINISH GRADE PER PLANSNOTES:DETAIL APPLIES TO 3 GAL. AND LARGER MATERIALSPLANTED AT 24" O.C. OR MORESET TOP OF ROOTBALL 1''ABOVE ADJACENT PLANTING SOILEXCAVATE ENTIRE BED TO 6''DEPTH AND BACKFILL WITH PREPARED PLANTING SOILPER SPECIFICATIONSNOTES:DETAIL APPLIES TO 1 GAL. MATERIALS PLANTED AT24" O.C. OR LESS6''4"MIN.1/2 O.C.6"MAX. 1'' DROP FROMADJACENT HARDSCAPEEDGE6"MIN.1/2 O.C.NOTE:1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO INSTALLATION.2. ALL AREAS BETWEEN SHRUBS TO RECEIVE 3'' MULCH.TAMP PREPARED PLANTING SOIL TO PREVENT SETTLING AND ADJUST ROOTBALL PLANTING HEIGHT INRELATIONSHIP TO FINISH GRADE."D" = ROOTBALL + 24"NAIL THREE PIECES OF 2''x4'' TO BATTENS TO PREVENT SLIPPAGE.PLANTING SOIL TO BE THE SAME AS THE PALM WAS GROWN IN.THREE 2''x4''x30'' GROUND STAKES3" MULCH AS SPECIFIED (1'' OVER CROWN OF ROOTBALL). SET BACK MULCH 12-18 INCHES FROM TRUNK.FINISH GRADEWICK TOP OF PALMS BY REMOVING FRONDS TO TOP OF BUD. DO NOT DAMAGE PALM BUD. WICKINGMETHOD TO BE APPROVED PRIOR TO REMOVAL OF FRONDS.PRUNE AND TIE FRONDS (MINIMUM OF 7 FRONDS) WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTILPALM BECOMES ESTABLISHED.NOTE:CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTINGBEDS/PITS PRIOR TO INSTALLATION.90°EXCAVATE INDIVIDUAL PLANTING HOLETO 6'' BELOW AND AROUND NEW ROOTBALLAND BACKFILL WITH PREPARED PLANTING SOILPER SPECIFICATIONS.FINISH GRADE PER PLANSSHRUB OR GROUNDCOVERO.C. SPACINGO.C. SPACINGEDGE OF TRAIL1/2 O.C.1/2 O.C.BUILDING OR STRUCTUREMIN.1'-6"1'-0"MULCH DO NOT EXCAVATE ON THIS AREAPLANT FOLIAGE AND EDGE OF BEDLINE (TYP.).UNIFORM CLEARANCE (MULCH STRIP) BETWEEN AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTEDSLIGHTLY TO CREATE SMOOTH FLOWING BEDLINESAS SHOWN ON LANDSCAPE PLANS. PROVIDE 4" - 6"NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERNOTHER (AT SPACING SPECIFIED IN THE PLANT LIST)AS SHOWN, SPACED EQUALLY FROM EACH1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES.2.ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDSFOR 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 HAVE AFULL, DENSE CROWN.5.ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS.6.ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 3" IN DEPTH.7.ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL.8.ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA.9.ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATIONOF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL.10.TREES SHALL NOT BE PLACED WITHIN 7' OF ANY FIRE PROTECTION EQUIPMENT AND NOT WITHIN 5' OFANY UTILITIES.11.TREES SHALL NOT BE PLACED WHERE THEY WILL OBSCURE ANY VIEWS TO TRAFFIC, PEDESTRIANS ORSIGNAGE. CONTRACTOR TO FIELD ADJUST TREE LOCATIONS TO AVOID CONFLICTS. IF PLANTING ISQUESTIONABLE; CONTRACTOR TO CONTACT LANDCAPE ARCHITECT OR OWNER'S REPRESENTATIVE TODISCUSS RELOCATION.12.CONTRACTOR SHALL TAKE CARE TO PROTECT ALL TREES AND LANDSCAPING MATERIAL WITHINPROJECT LIMITS AS WELL AS EXISTING TREES IMMIDIATELY ADJACENT TO PROJECT LIMITS. IF THEEXISTING LANDSCAPE, TREES OR OTHER RELATED MATERIALS ARE IMPACTED DURING LANDSCAPEINSTALLATION THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPLACEMENTS, AS WELL AS,ALL OTHER ASPECTS OF REMEDIATION INCLUDING BUT NOT LIMITED TO: TREES, SHRUBS,GROUNDCOVERS, SOD, AND ANY OTHER MATERIALS IMPACTED BY CONSTRUCTION.13.SOIL CONDITIONS MAY VARY THROUGHOUT THE SITE AND CONTRACTOR TO SHALL PROVIDE PROPEREQUIPMENT FOR PROPER EXCAVATION.14.CONTRACTOR SHALL INCLUDE THE COSTS OF EXCAVATION, DISPOSAL OF EXCESS MATERIALS,BACKFILL, SOIL AMENDMENTS, SPECIAL BED PREPERATION, MULCH, TREE STAKING AND GUYING,FERTILIZER, WATERING FOR PLANT ESTABLISHMENT, SITE CLEAN-UP AND MAINTAINENCE WITHIN BIDNUMBER.15.CONTRACTOR SHALL SOD ALL DAMAGED GRASS AREAS DISTURBED DURING CONSTRUCTION. SEELANDSCAPE SPECIFICATIONS FOR SOD INSTALLATION.16.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTINGAREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PESTCONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB.17.THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR APERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALLREQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THEOWNER.18.THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTINGBED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER.19.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANTQUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANTLIST, THE PLANS SHALL RULE.20.THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONSPRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THERESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.21.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES,DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGEDDURING THE WORK.22.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TODAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT.23.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, ANDFOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE OFTHEIR WORK.24.ALL TREES PLANTED IN THE RIGHT OF WAY AND WITHIN 10' OF PUBLIC SIDEWALKS MUST BE INSTALLEDWITH ROOT BARRIERS THAT EXTEND AT AT LEAST 3' BELOW PROPOSED GRADE.25.NO TREES OR BUSHES SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THATWILL IMPACT UTILITIES AT MATURITY.26.ALL TREES (INCLUDING STREET TREES) PLANTED DURING VERTICAL CONSTRUCTION SHALL NOT BEPLACED IN CLOSE PROXIMITY TO PUBLIC UTILITIES THE WILL IMPACT THAT WILL IMPACT UTILITIES ATMATURITY. IF PLACED CLOSE TO UTILITIES DUE TO OTHER CONSTRAINTS, A 60" ROOT BARRIER SHALL BEINSTALLED.NEW TREEROAD CURB'ROOT SOLUTIONS'-RS48 ROOT BARRIEROR APPROVED EQUALNATIVE MATERIAL BACKFILLAT STREET TREES - SECTIONGRADENTSNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWINGS. 3. THE RAISED ROOT GUIDING RIBS MUST BE FACING TOWARDS THE TREE ROOTS.4. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE).5. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED.6. SEE LANDSCAPE SITE PLAN TO DETERMINE TREES THAT REQUIRE BARRIER PANEL.SIDEWALK'ROOT SOLUTIONS'-RS48 ROOT BARRIEROR APPROVED EQUALNATIVE MATERIAL BACKFILLDRAIN LINEDEPTH VARIESPOTABLE ANDREUSE WATER LINE3' DEPTH TYPICALL-500LANDSCAPE PLANT LIST AND DETAILS NO SCALE CAD FILE LS CR4.Page 101 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEWORK LIMIT L I N E WORK LIMIT LINEWORK LIMIT LINEWORK LIMIT LINE8 181716 LSW W W W W W W W WRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCRM PVCS S S S FM FM FM RM PVCW W W WWWWWWWWWWWWWWWTOT LOT PARK / OPEN SPACExxxx x x xxSSFMSFMRM PVCRM PVCRM PVCRM PVCRM PVC RM PVC RM PVC RM PVC RM PVCIRRIGATIONCONTROLLER1/1/4" MAINLINEIRRIGATIONMETER1/1/4" GATE VALVESOLAR-SYNCSENSOR1" REUSE3/4"1"1"4" SLEEVE3/4"3/4"1/2"1/2"3/4"1"3/4"1/2"3/4"3/4"3/4"48" ROOT BARRIERALONG UTILITY LINESAND CURB48" ROOT BARRIERALONG UTILITY LINESEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODE2" SLEEVE2" SLEEVE3/4"1/2"1/2"3/4"3/4"3/4"1/2"1/2"3/4"1"1/2"TYPICALLOT TREETYPICALLOT TREE* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.IRRIGATION PLAN CITY NOTES:1.FINAL IRRIGATION PLAN APPROVAL DOES NOTPROVIDE EXEMPTION FROM CITY OF OCOEECODE OF ORDINANCES CHAPTER 175 LANDSCAPEIRRIGATION REQUIREMENTS. ANY DEVIATIONSMUST BE APPROVED IN WRITING PRIOR TOCONSTRUCTION.2.THIS PROJECT, INCLUDING BOTH HORIZONTALAND VERTICAL CONSTRUCTION , SHALLINCORPORATE 'WATERSENSE' PLUMBINGFIXTURES AND 'ENERGYSTAR' APPLIANCES ASREQUIRED BY CHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES.3.DEVELOPER / CONTRACTOR SHALLCOORDINATE WITH UTILITIES DEPARTMENT FORWATER CONSERVATION INSPECTION OFPLUMBING AND IRRIGATION SYSTEM BY CALLING407-905-3159.TOTAL AREA = 19,633 sfHIGH IRRIGATION VOLUME = 0LOW IRRIGATION VOLUME = 8,283 SFNON-IRRIGATION = 11,350 SF (BAHIA GRASS)IRRIGATED AREA CALCULATIONSI-100IRRIGATION PLAN1"=30'-0" CAD FILE LS CR 4.Page 102 of 125 MATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEMATCH LINEEACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODERM PVC RM PVC 1 2 3 4 5 6 7 8 161514131211109 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W RM PVCS S S S S S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC 2" SLEEVE1/2"1/2"3/4"3/4"3/4"* ALL STREET TREES TOBE INSTALLED ANDIRRIGATED AT TIME OFEACH LOT CONSTRUCTIONALL REMAINING LANDSCAPEIN TRACTS AND COMMONAREAS TO BE INSTALLEDWITH SITE INFRASTRUCTURE.EACH LOT SHALL PLANTTREES REFLECTING THEMINIMUM REQUIREMENTSOF THE CITY OF OCOEE'SARBOR CODE1/2"2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE2" SLEEVE3/4"3/4"IRRIGATION PLAN CITY NOTES:1.FINAL IRRIGATION PLAN APPROVAL DOES NOTPROVIDE EXEMPTION FROM CITY OF OCOEECODE OF ORDINANCES CHAPTER 175 LANDSCAPEIRRIGATION REQUIREMENTS. ANY DEVIATIONSMUST BE APPROVED IN WRITING PRIOR TOCONSTRUCTION.2.THIS PROJECT, INCLUDING BOTH HORIZONTALAND VERTICAL CONSTRUCTION , SHALLINCORPORATE 'WATERSENSE' PLUMBINGFIXTURES AND 'ENERGYSTAR' APPLIANCES ASREQUIRED BY CHAPTER 175 OF THE CITY OFOCOEE'S CODE OF ORDINANCES.3.DEVELOPER / CONTRACTOR SHALLCOORDINATE WITH UTILITIES DEPARTMENT FORWATER CONSERVATION INSPECTION OFPLUMBING AND IRRIGATION SYSTEM BY CALLING407-905-3159.I-101IRRIGATION PLAN1"=30'-0" CAD FILE LS CR 3.4.Page 103 of 125 4"8"4"24"12"/16"4"4"4"4"24"4"4"24" 1. BEDDING SHALL BE PLACED AND LEVELED PRIOR TO INSTALLATION OF BURY ITEM. 2. BACKFILL SHALL BE PLACED IN MAXIMUM 6" LIFTS. 3. SLEEVE ALL PIPE AND WIRE SEPARATELY. SLEEVE 2 X DIA. OF PIPE (MIN 2"). ONE PIPE PER SLEEVE. SLEEVES TO BEPRIMED AND SOLVENT WELDED. 4. ALL PIPE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS WITH PIPE LABELING FACING UP FOR INSPECTIONPURPOSES. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES. 5. ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 6. TAPE AND BUNDLE IRRIGATION CONTROL WIRES EVERY 10'. PROVIDE LOOSE 20" LOOP AT ALL CHANGES OF DIRECTIONOVER 30°. 7. ALL REMOTE CONTROL VALVE WIRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE INSTALLED IN A MINIMUM 2"SCHEDULE 40 GREY ELECTRICAL CONDUIT OR AS APPROVED. 8. "NON-POTABLE" WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12" ABOVE THE PIPE. 9. INSTALL ONE ADDITIONAL SLEEVE SIZED TO MATCH THE LARGEST REQUIRED SLEEVE WITH ENDS TAPED FOR FUTURE USE.10. SLEEVES TO EXTEND A MINIMUM OF 12" PAST HARDSCAPE PLANTERS, CURBS, SIDEWALKS, ETC. SLEEVES TO BESTAGGERED/OFFSET SO THAT SLEEVE USE IS NOT OBSTRUCTED BY OTHER PIPES.11. WHERE PRESSURE SUPPLY PIPING IS INSTALLED WITHOUT CONTROL WIRING, A 14 GA. TRACKING WIRE SHALL BEINSTALLED.THRUST BLOCKS ARE TO BECONSTRUCTED WITH 3,000 PSICONCRETE AT 48 HRS. STEELREINFORCING RODS WILL BE REQ'D IFSURROUNDING SOIL HAS A BEARINGVALUE OF LESS THAN 2,000 PSF.THRUST BLOCKS REQUIRED AT ALLFITTINGS AND DIRECTION CHANGES ONMAIN LINES. NOTE THRUST BLOCKLOCATIONS ON AS-BUILT DRAWINGS.PLAN VIEWSFITTINGTYPICAL SECTIONTHRUSTHMAX. H/2NOTE:MOUNT ON ANY SURFACEWHERE IT WILL BE EXPOSEDTO UNOBSTRUCTED RAINFALL,BUT NOT IN PATH OFSPRINKLER SPRAY.RUN LEAD WIRESTO CONTROLLEREXTERIOR WALL (SEE NOTE)MODEL MINI-CLIKWITH SENSOR GUARDOFFSET ASREQUIREDEDGE OFCROSSCUTCONC.THRUSTBLOCKTHRUSTBLOCKAREA (Sq.Ft.)UNDISTURBED SOIL(TYPICAL)18"MIN.FINISHGRADEWIRESLEEVE24 V.WIRELATERALMAINLINEFINALBACKFILLCOVERBEDDINGBURYITEMFINISHGRADEEXCAVATED MATERIALSHALL BE FINELY SCREENEDWITH NO ROCKS LARGERTHAN 1".BEDDING AND COVERMATERIAL SHALL BETOPSOIL WITH NOROCKS.PIPESLEEVECONCRETESLAB24V WIREPIPE & WIRE SLEEVINGPVC LATERALMAINLINE, LATERAL & 24V WIRENOTES:CONTROL WIRE IN ELECTRICALCONDUIT. SIZE AND TYPEPER LOCAL CODE*NOTE*SPECIFY 4, 6 OR 8 STATION MODEL CONTROLLER.MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL.CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110VAC SOURCE.MINIMUM CLEARANCEFOR DOOR OPENINGEXTERIOR WALL7'-412"MODEL PRO-C "PCC-6"ELECTRICAL SUPPLY CONDUIT.CONNECT TO POWER SOURCE.J BOX INSIDE CONTROLLER.LATERAL LINE SIZE PER PLANSLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24''1-1/4" MAINLINE CLASS 200 P.V.C. SIZE PER PLANSEE PLANSEE PLANSEE PLANDESCRIPTIONSYMBOLQUANTITY+/- 3,000 LFDRIP LINE - HUNTER INDUSTRIES 'HDL-18-06' HUNTER "SOLAR-SYNC" EVAPOTRANSPIRATION SENSOR1 EQUIPMENT LIST INSTALL WITH A SOLAR-SYNC SENSOR AND BY-PASS BOX. GROUND WITH AN 8' COPPER CLAD ROD.HUNTER PRO-C 6 STATION CONTROLLER, 120VOLT11" RE-USE IRRIGATION METER TO PROVIDE 80 GPM AT 40 PSI1 (BY OWNER)1-1/4" GATE VALVE1306" POP-UP SPRAY - HUNTER INDUSTRIES 'PROS-06-PRS40' 2HUNTER 'PGV' SERIES ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 1"EAIR RELIEF PVC RISERSCALE: N.T.S.1/2" SCH 80 RISER(LENGTH AS REQUIRED)FINISH GRADEBRICK SUPPORTS (3)10" ROUNDVALVE BOXLATERAL PIPEAIR/VACUUMRELIEF VALVE1/2" PVC COUPLING(TxT)3/4"GRAVEL SUMPHUNTER PLD TUBINGAMENDED SOIL6" WIRE STAKEDFLUSH VALVE AUTOMATICSCALE: N.T.S.18"SEESPECSLINE FLUSHING VALVELATERAL OR HEADERFINISH GRADEBRICK SUPPORTS(3)10" ROUNDVALVE BOX3/4" GRAVEL SUMPLINE FLUSHING VALVEHUNTER PLD-050 OR1/2" FPT ADAPTERFLATERAL PIPE TO PLANTING BEDMODEL 'ICZ-101-25'LATERAL TO PLD CONNECTIONHUNTER PLD 06-18-250HUNTER PLD TEETUBING STAKEFLUSH VALVEDRIP CONTROL VALVE HUNTER:DRIP LINEHARDSCAPETURFLEGEND:12ECO INDICATOR - ECOIDFLEXSG TUBING - FLEXSG3LATERAL PIPE PER PLAN4FPT CONNECTION FROM LATERAL5FINISHED GRADE IN TURF1234786ADJACENT MULCH7FINISHED GRADE IN PLANTER BED65SPIRAL BARB ELBOW - HSBE-XXX9MARLEX STREET ELBOW894SCALE: N.T.S.SCALE: N.T.S.421536765824319SUPER JUMBO VALVE BOXFINISH GRADE18-24" COILED WIREWATERPROOF CONNECTORS (2)BRICK SUPPORTS (7)SCH 80 T.O.E. NIPPLEMAIN LINE PIPE & FITTINGS3/4" MINUS WASHED GRAVELDRIP ZONE KITMODEL ICZ-151-40 WITH FILTER (TIP45 DEGREES) REGULATOR 40 PSILATERAL PIPE ANDFITTINGS106789136671010SCALE: N.T.S.SCALE: N.T.S.W/PCN BUBBLER NOZZLES2HUNTER 'ICZ-101-40' SERIES DRIP CONTROL ELECTRIC VALVEWITH ACCU-SET PRESSURE REGULATOR 1"I-500IRRIGATION DETAILSNO SCALE CAD FILE LS CR 2.Page 104 of 125 2' SQUAREX 6'-8" HIGHBRICK COLUMNPROPERTYBOUNDARY 6' HIGHBRICK SCREENWALL R.O.WROADEDGE DRAINAGEEASEMENT LOT LINE DRAINAGEEASEMENT LOT LINE2' SQUAREX 6'-8" HIGHBRICK COLUMN 6' HIGHBRICK SCREENWALL R.O.WROADEDGEPROPERTYBOUNDARY2' SQUAREX 6'-8" HIGHBRICK COLUMN2' SQUAREX 6'-8" HIGHBRICK COLUMNRM PVC RM PVC RM PVC RM PVC 1 9 FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMRM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC RM PVC TYPICALLOT TREEH-100HARDSCAPE PLAN AND DETAILS AS NOTED CAD FILE LS CRPage 105 of 125 Digitally signed by David A White Date: 2023.05.26 09:55:06 -04'00'Page 106 of 125 Page 107 of 125 Page 108 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org CITY OF OCOEE PLANNING & ZONING COMMISSION (Local Planning Agency) STAFF REPORT Meeting Date: January 9, 2024 Item #: 5 Contact Name: Anoch Whitfield, Zoning Manager Department Director: Michael Rumer Subject: Annual Comprehensive Plan Text Amendment to Adopt Five-Year Schedule of Capital Improvements and Update the Capital Improvement Element (CIE) - CPA-2023-003 (Zoning Manager Whitfield) BACKGROUND SUMMARY: Section 163.3177(3)(a), Florida Statutes (F.S.), requires that the Comprehensive Plan contains a Capital Improvements Element (CIE) designed to consider the need for, prioritization and location of public facilities in order to encourage the efficient use of such facilities as development occurs within the city. The CIE is required to include a Schedule of Capital Improvements (Schedule) incorporating publicly and privately funded projects necessary to ensure that the adopted level of service standards is achieved and maintained. The schedule shall cover at least a 5-year period. Section 163.3177(3)(b), F.S., requires that the City review, modify, and update the Schedule and Capital Improvements Element on an annual basis. This annual update may be accomplished by ordinance and may not be deemed an amendment to the local comprehensive plan under Section 163.3184, F.S. Capital Improvements Element Policy 1.5 states that the City shall continue, in conjunction with the annual process for the preparation of the operating budget, to prepare/update and adopt a five-year capital improvements program (CIP) in accordance with the timeline and priorities set forth in that Policy as well as Policies 1.1, 1.2 and 1.3. Pursuant to these policies, the City has reviewed its existing public services and facilities and future needs over the next five (5) years and prepared a five-year capital improvement plan and budget. The City conducted two (2) advertised and publicly noticed public hearings to consider the budget and the proposed improvements. The adoption public hearing was held on September 20, 2023. After consideration of public comments, the City Commission adopted the FY 23/24 Budget and Schedule of Capital Improvements at its September 20, 2023, public hearing. This ordinance proposes to amend the Capital Improvements Element to incorporate the capacity capital improvements from the adopted Five-Year Schedule of Capital Improvements. As such, it does not propose any new projects or improvements not previously reviewed and approved by the Ocoee City Commission. This amendment is applicable city-wide. Thus, no maps are included in the staff report. ISSUE: Should the Planning and Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval of the ordinance to amend the Capital Improvements Element and update the Five-Year Schedule of Capital Improvements within the City’s Comprehensive Plan in accordance with Section 163.3177(3), Florida Statutes (F.S.), and Policy 1.5 of the Capital Improvements Element? RECOMMENDATIONS: Staff recommends that the Planning and Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval of the ordinance to amend the Capital Improvements Element and update the Five-Year Schedule of Capital Improvements within the City’s Comprehensive Plan in accordance with Section 163.3177(3), Florida Statutes (F.S.), and Policy 1.5 of the Capital Improvements Element. ATTACHMENTS: 1. FY23-28 CIE Update_Ordinance 2. CIE - WOT AFFIDAVIT Page 109 of 125 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Page 110 of 125 ORDINANCE NO. 2024- (Amendment to Capital Improvements Element of the Comprehensive Plan and Update of the Five-Year Schedule of Capital Improvements) CASE NO. CPA-2023-003 AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, AMENDING THE OCOEE COMPREHENSIVE PLAN AS ADOPTED IN 1991, AS AMENDED, IN ORDER TO COMPLY WITH SECTION 163.3177(3), FLORIDA STATUTES; AMENDING THE CAPITAL IMPROVEMENTS ELEMENT OF THE COMPREHENSIVE PLAN; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Commission of the City of Ocoee (the “Ocoee City Commission”) adopted the City of Ocoee Comprehensive Plan pursuant to Chapter 163, Part II, Florida Statutes (F.S.), which has been amended from time to time (the “Comprehensive Plan”); and WHEREAS, pursuant to Section 163.3177(3)(a), F.S., the Comprehensive Plan shall contain a Capital Improvements Element designed to consider the need for and the location of public facilities in order to encourage the efficient use of such facilities and to include, at a minimum, a five-year schedule of capital improvements which include publicly and privately funded improvements; and WHEREAS, pursuant to Section 16.3177(3)(b), F.S., the Capital Improvements Element, to include the Five-Year Schedule of Capital Improvements, must be reviewed and updated annually, and such update may be accomplished by ordinance and may not be deemed to be amendments to the local comprehensive plan; and WHEREAS, pursuant to Section 166.041(3), F.S., on January 9, 2024, the Planning and Zoning Commission held an advertised and publicly noticed public hearing to consider the amendment to the Capital Improvements Element to update the Five-Year Schedule of Capital Improvements; and WHEREAS, following advertisement and a duly noticed public hearing on the Ordinance, on February 6, 2024, the Ocoee City Commission, in good faith, determined that this Ordinance is in the best interest of the City and its residents and approved the amendment to the Capital Improvements Element to update the Five-Year Schedule of Capital Improvements. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: Page 111 of 125 -2- SECTION 1. AUTHORITY. The Ocoee City Commission has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. AMENDMENT OF THE COMPREHENSIVE PLAN. The Ocoee City Commission hereby amends the Capital Improvement Element of the Comprehensive Plan as set forth in Exhibit “A” attached hereto and by this reference made a part hereof, with underlines representing additions and strike-throughs representing deletions. SECTION 3. TRANSMITTAL. The City Clerk is hereby authorized to transmit the required copies of the amendment to the City’s Capital Improvements Element of the Comprehensive Plan to Florida Commerce in accordance with Section 163.3177(3), F.S. SECTION 4. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto SECTION 5. EFFECTIVE DATE. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this _______ day of ________________________, 2024. ATTEST: Melanie Sibbitt, City Clerk (SEAL) APPROVED: CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this ______ day of _____________________, 2024. FISHBACK DOMINICK By: City Attorney ADVERTISED _________________, 2024 READ FIRST TIME ____________, 2024. READ SECOND TIME AND ADOPTED ______________________________, 2024. UNDER AGENDA ITEM NO. _____ Page 112 of 125 -3- EXHIBIT “A” The Capital Improvements Element is hereby amended as follows: CITY OF OCOEE COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT *** IV. GOALS, OBJECTIVES, AND POLICIES *** Policy 1.5: The City shall continue, in the conjunction with the annual process for preparation of the operating budget, to prepare/update and adopt a Five-Year Schedule of Capital Improvements, the first year of which shall be the annual capital portion of the adopted budget. The following criteria shall be followed in developing and updating the Schedule: A. The timetable for preparation shall be similar to that used for the preparation of the annual budget so that financial resources available for capital projects can be identified, implications of planned capital projects on the operating budget can be reflected. B. The Schedule (and the process for its update) shall conform to this plan, including specifically, but not limited to, the level of service standards, the implementation of projects identified in the various elements, the criteria for evaluating projects, and the criteria for establishing project priorities. C. This Element shall be reviewed at least annually in conjunction with the update of the CIP and shall be updated as needed to remain consistent with new information. D. The limitation on the use of revenue bonds as a percentage of total debt. E. The maximum ratio of total debt service and outstanding capital indebtedness to total revenue and property tax base. The City of Ocoee will manage its outstanding debt by limiting outstanding capital debt to a 1:10 ratio of total annual debt service to total annual City revenues. Policy 1.6: Pursuant to Section 163.3177(3)(b), F.S., amendments to the Five-Year Schedule of Capital Improvements may be accomplished by ordinance and may not be deemed to be amendments to the Comprehensive Plan. Table 6 reflects the capacity capital improvements from the City’s currently adopted Fiscal Year 2022/20272023/2028 Five-Year Schedule of Capital Improvements, as adopted by the Ocoee City Commission on September 21, 2022September 20, 2023, to maintain the adopted levels of service standards for parks and recreation, stormwater, transportation and water and sewer utilities. Page 113 of 125 #Improvement Request Title Funding Source 2023/2024 2024/2025 2025/2026 2026/2027 2027/2028 Total 1 Old Winter Garden Road/Maguire Intersection Improvements CRA 830,616.00$ 830,616.00$ 2 Story Road Widening CRA 800,000.00$ 9,000,000.00$ 9,800,000.00$ 3 Maguire Road Phase 5 CRA 3,000,000.00$ 3,000,000.00$ 6,000,000.00$ 16,630,616.00$ 1 Annual Major Water Line Extensions Program Current Operating Revenue 150,000.00$ 150,000.00$ 150,000.00$ 150,000.00$ 600,000.00$ 2 Annual Waste Water Plant Minor Repairs and Upgrades Current Operating Revenue 50,000.00$ 50,000.00$ 50,000.00$ 50,000.00$ 200,000.00$ 3 Annual Water Line Replacement & Upgrade Program Current Operating Revenue 100,000.00$ 100,000.00$ 100,000.00$ 100,000.00$ 400,000.00$ 4 Fullers Cross/Ocoee Apopka & Clinger Cove New Lift Station, Force Main & Upgrade to Clinger Cove Lift Station ARPA 2,200,000.00$ 2,200,000.00$ 5 Lakewood Gravity Sewer Wurst Road to Rewis St Fund Balance 2,500,000.00$ 2,500,000.00$ 6 New Reclaimed Pumping Facility ARPA 1,784,145.00$ 1,784,145.00$ 7 New Reclaimed Storage Tank ARPA 2,282,231.00$ 2,282,231.00$ 8 Replacement of Existing Rotors and Addition of a New Rotor to each of the City's Oxidation Ditches along with Replacement/Upgrade of the Underground Electrical Chases, Associated Gear Boxes, VFD Pumps and Motors ARPA 735,000.00$ 735,000.00$ 9 Transmission Main from OC Inner- connect to New Pump Facility ARPA 1,069,496.00$ 1,069,496.00$ 10 Upgrade to Existing Reuse Pump Station ARPA 225,000.00$ 225,000.00$ 11 Upgrade to Existing Transfer Pump Station ARPA 187,000.00$ 187,000.00$ 12 Ocoee Wastewater Plant Nitrogen Removal - Design 2024/2025 Construction 20252026 Fund Balance 175,000.00$ 6,000,000.00$ 6,175,000.00$ 18,357,872.00$ Table 6. City of Ocoee Five-Year Capital Improvements Plan Transportation Facilities Transportation Facilities Total: Utility Facilities Utility Facilities Total: Page 114 of 125 -5- 1 Regency Project Current Operating Revenue 193,461.00$ 193,461.00$ 2 General Stormwater Improvements Fund Balance 320,000.00$ 320,000.00$ 320,000.00$ 960,000.00$ 1,153,461.00$ 1 Ocoee Action Sports Park - Phase 3 Recreation Impact Fees 290,000.00$ 290,000.00$ 2 Pickle Ball Court Recreation Impact Fees 200,000.00$ 200,000.00$ 3 Pickleball Courts Recreation Impact Fees 500,000.00$ 500,000.00$ 990,000.00$ 37,131,949.00$ Parks & Recreation Facilities Total: GRAND TOTAL: Stormwater Facilities Stormwater Facilities Parks & Recreation Facilities Page 115 of 125 Page 116 of 125 1 | P a g e District 1– Scott R. Kennedy Project Name & General Location Project Description Status 7-ELEVEN Sage #2022-0045 2308 Ocoee Apopka Road Parcel # 06-22-28-9243-04-000 2.12 acres Commission District 1 – Scott R. Kennedy Small Scale Site Plan for a 4,650 SF Convenience Store and Fuel Station Site Plan Approved THE BACKYARD Sage #2023-0041 2214 West Road Parcel # 06-22-28-0000-00-035 1.1.51 acres Commission District 1 – Larry Brinson, Sr. Small Scale Site Plan for a one story 924 SF Indoor and Outdoor Restaurant •1st Review Comments sent November 20, 2023 •Awaiting Resubmittal COMMERCE 429 FKA BELTWAY 429 FKA PROGRESS COMMERCE PARK Sage #2021-0051 39.97 acres 1290 Ocoee Apopka Road Parcel # 07-22-28-0000-00-026 24.95 acres Pine St Parcel # 07-22-28-0000-00-096 13.01 acres Pine St. Parcel # 07-22-28-0000-00-066 .54 acres 865 Pine St. Parcel # 07-22-28-0000-00-024 1.47 acres Commission District 1 – Scott R. Kennedy Large Scale Final Site Plan for up to 480,500 SF of Light Industrial/Warehouse uses located within six (6) buildings. Landscape Plan Sage Permit 2023- 0031 Under Construction •2nd Review comments sent October 25, 2023 •Awaiting 3rd submittal MAGNOLIA RESERVE TOWNHOMES Sage #2022-0057 2199 West Road Parcel # 05-22-28-0000-00-029 5.08 acres Commission District 1 – Scott R. Kennedy Large Scale Final Subdivision Plan Proposing Townhome Subdivision with a minimum living area of 1,500 SF •Under 5th Review •Approved by City Commission October 3, 2023 The following information is respectfully submitted to the Honorable Mayor and City Commission in order to provide general information about public and private development in the City of Ocoee. Please feel free to contact City Planner Rumer at ext. 1018 for additional information or questions. January 2024 Development Services New Development Update Page 117 of 125 2 | P a g e MAGNOLIA RESERVE TOWNHOMES Sage 2023-0023 Sage #2023-0023 2199 West Road Parcel # 05-22-28-0000-00-029 5.08 acres Commission District 1 – Scott R. Kennedy Plat Under 3rd Review MIXED-USE @ FULLERS CROSS RD & OCOEE APOPKA RD Sage #2022-0006 Fullers Cross Road Parcel # 06-22-28-0000-00-056 17.96 acres Commission District 1 – Scott R. Kennedy Large Scale Preliminary Site Plan for mixed-use consisting of Apartments and Commercial •Planning & Zoning Meeting: July 12, 2022 •City Commission Meeting: TBD •1st Review comments sent May 11, 2022 OCOEE CROWN POINT MIXED USE DEVELOPMENT Sage #2022-0050 2012 Ocoee Apopka Road Parcel # 06-22-28-0000-00-005 Parcel # 06-22-22-0000-00-082 16.19 acres Commission District 1 – Scott R. Kennedy Large Scale Final Site Plan for mixed- use consisting of Multifamily and Retail Final Site Plan Approved Pending Pre-Construction Meeting OCOEE VILLAGE CENTER ALLURE Clarcona Ocoee Road Parcel # 05-22-28-0000-00-040 15.63 acres Commission District 1 Scott R. Kennedy Large Scale Preliminary/Final Site Plan for 320 Unit Apartments, four (4) – 101,000 SF, four-story Residential Buildings and one (1) – 10,000 SF, single-story Pool/Clubhouse Under Construction OCOEE VILLAGE CENTER SOUTHEAST COMMERCIAL 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 4.7 acres Commission District 1 Scott R. Kennedy Preliminary/Final Site Plan for a 4,650 SF Gas Station/Convenience Store, a 14,000 SF Retail/Restaurant Building, and a 4000 SF Quick Service Restaurant Under Construction OCOEE VILLAGE CENTER TOWNHOMES 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 34.48 acres Commission District 1 – Scott R. Kennedy Large Scale Preliminary/Final Subdivision Plan for 232 – 2 story Townhome units Under Construction OCOEE VILLAGE CENTER TOWNHOMES 10711 N Lakewood Ave Parcel # 05-22-28-0000-00-004 34.48 acres Commission District 1 – Scott R. Kennedy Plat for 232 – 2 story Townhome units Plat Recorded December 14, 2022 Page 118 of 125 3 | P a g e District 2 – Rosemary Wilsen Project Name & General Location Project Description Status 16 FLORAL STREET – WRIGHT VARIANCE 16 Floral St. Parcel # 17-22-28-6144-03-631 .19 acres Commission District 2 – Rosemary Wilsen Variance request to construct a patio and garage with a 7.7-foot set, instead of the allowed 25-foot front setback •Planning & Zoning Meeting: December 12, 2023 •City Commission Meeting: January 16, 2024 474 S. BLUFORD AVENUE TOWNHOMES Sage #2022-0059 474 S. Bluford Ave. Parcel # 17-22-28-6144-04-361 .94 acres Commission District 2 – Rosemary Wilsen Small-Scale Comprehensive Plan Amendment from Low Density Residential to Medium Density Residential and Rezoning from R-1AA to PUD •Planning & Zoning Meeting: TBD 626 SOUTH BLUFORD AVE. WAREHOUSE AND OFFICE 626 South Bluford Ave. Parcel # 17-22-28-6144-04-402 1.1 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan, 10,000 SF Building Under Construction CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A 251 Maine Street Parcel # 20-22-28-0000-00-015 1.26 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan, two-story 20,000 SF office/retail building •2nd Review Comments sent on June 18, 2019 •Awaiting resubmittal for 3rd Review DARREN CENTER 9961 W Colonial Drive Parcel # 21-22-28-0000-00-012 7.06 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan 18,302 SF Medical & Professional Office Under Construction HUDSON FURNITURE Sage #2022-0044 10401 W. Colonial Dr. Parcel # 20-22-28-4238-00-030 Commission District 2 – Rosemary Wilsen Small Scale Site Plan to add an additional 13,866 SF to the existing 15,615 SF Building Under Construction Ocoee Gateway Sage #2023-0033 9714 White Road Parcel # 21-22-28-0000-00-021 Parcel # 21-22-28-0000-00-029 69.29 acres Commission District 2 – Rosemary Wilsen CPA and Rezoning from PUD-LDR, and PUD-COMM to PUD-LDR, PUD- MDR, and PUD-HDR, and PUD- COMM •1st Review Comments sent November 13, 2023, •Awaiting Resubmittal Page 119 of 125 4 | P a g e OCOEE OAKS JOINT VENTURE Sage #2023-0021 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59 acres Commission District 2 – Rosemary Wilsen Large Scale Preliminary/Final Subdivision Plan •5th Review Comments sent January 2, 2024 •Awaiting Resubmittal •Planning & Zoning Meeting: January 9, 2024 •City Commission Meeting: February 6, 2024 OCOEE OAKS UMC Sage #2023-0031 201 S. Clark Rd. Parcel # 21-22-28-0000-00-027 12.59 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan for a 135-foot communication tower Revision Under Review OCOEE TOWN SHOPS (Wawa) Sage #2023-0020 9729 W. Colonial Dr. Parcel # 21-22-28-0000-00-070 3.39 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan •3rd review comments sent on December 11, 2023 •Awaiting resubmittal O'REILLY'S OCOEE Sage #2021-0041 1891 E. Silver Star Road Parcel # 16-22-28-8049-00-003 5.06 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan for a 7,453 SF O’Reillys Auto Parts store Site Plan Approved Pending Pre-Construction Meeting O'REILLY'S OCOEE Sage #2021-0057 1891 E. Silver Star Road Parcel # 16-22-28-8049-00-003 5.06 acres Commission District 2 – Rosemary Wilsen Plat •City Commission Meeting (Consent Item): TBD •4th review comment sent on September 20, 2022 •Awaiting resubmittal ROCKET CHIMP OFFICE Sage #2023-0035 300 N. Bluford Avenue Parcel # 18-22-28-4100-00-160 0.91 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan for a 3,137 SF Office Building •1st Review Comments sent October 18, 2023 •Awaiting resubmittal SIRI OFFICE BUILDING Sage #2023-0008 3872 Old Winter Garden Road Parcel # 28-22-28-0000-00-019 1.25 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan for 28,000 SF Office Building Under Construction WENDYLYN’S BEAUTY SALON, FKA 54 REWIS STREET Sage #2021-0033 54 Rewis Street Parcel # 18-22-28-7900-05-051 0.25 acres Commission District 2 – Rosemary Wilsen Small Scale Site Plan for a 1,275 SF Building, Mixed-use of Beauty Salon, and Residence Site Plan Approved Pending Pre-Construction Meeting Page 120 of 125 5 | P a g e WEST OAKS SELF-STORAGE AND OFFICE / SHOPPES AT WEST OAKS PD Sage #2023-0017 9000 W. Colonial Drive Parcel # 27-22-28-8005-00-040 4.1 acres Commission District 2 – Rosemary Wilsen Rezoning from Community Commercial to Planned Development Under Construction WEST ORANGE MEDICAL Sage # 2023-0006 3442 Old Winter Garden Road 3462 Old Winter Garden Road Parcel # 29-22-28-0000-00-028 Parcel # 29-22-28-0000-00-036 1.21 acres combined Commission District 2 – Rosemary Wilsen Small Scale Site Plan for an 11,800 SF Medical Office Site Plan Approved Pending Pre-Construction Meeting WEST ORANGE SURGERY CENTER Sage #2022-0005 3422 Old Winter Garden Road Parcel # 29-22-28-0000-00-030 1.26 acres combined Commission District 2 – Rosemary Wilsen Small Scale Site Plan for an 11,500 SF Surgery Center Site Plan Approved Pending Pre-Construction Meeting District 3 – Richard Firstner Project Name & General Location Project Description Status 409 OCOEE APOPKA ROAD PUD Sage #2021-0035 409 Ocoee Apopka Road Parcel # 18-22-28-0000-00-056 4.76 acres Commission District 3 – Richard Firstner Large Scale Preliminary/ Final Site Plan for two Industrial Warehouse Buildings totaling 61,797 SF Final Site Plan Approved 429 BUSINESS CENTER PHASE II EAST Sage #2022-0054 450 Ocoee Apopka Road Parcel # 18-22-28-0000-00-006 11.21 acres combined Commission District 3 – Richard Firstner Large Scale Final Site Plan for three (3) one story buildings totaling 126,402 SF •Site Plan Approved Approved at the December 5th City Commission Meeting: 429 BUSINESS CENTER PHASE II WEST Sage #2022-0055 701 Pine Street 707 Pine Street 711 Pine Street Parcel # 18-22-28-0000-00-005 Parcel # 18-22-28-0000-00-106 Parcel # 18-22-28-0000-00-105 5.90 acres combined Commission District 3 – Richard Firstner Large Scale Final Site Plan for a one- story building consisting of 70,720 SF •Site Plan Approved •Approved at the December 5th City Commission Meeting: Page 121 of 125 6 | P a g e 440 OCOEE APOPKA ROAD Sage #2023-0048 440 Ocoee Apopka Rd. Parcel # 18-22-28-0000-00-002 0.51 acres Commission District 3 – Richard Firstner Annexation and Rezoning from Orange County A-2 to Ocoee C-3 •Planning & Zoning Meeting: January 9, 2024 •City Commission Meeting 1st Reading: January 16, 2024 •City Commission Meeting 2nd Reading: February 6, 2024 606 SPORTS TRAINING Sage #2023-0026 606 Ocoee Apopka Road Parcel # 18-22-28-0000-00-001 5.19 acres Commission District 3 – Richard Firstner Large Scale Preliminary Site Plan for a one-story 52,800 SF sports training facility •Under Revised 1st Review •Planning & Zoning Meeting: October 10, 2023 •Approved at the City Commission Meeting: November 7, 2023 CHRISTIAN BROTHERS AUTOMOTIVE Sage #2021-0022 West Colonial Dr. Parcel # 20-22-28-9138-03-000 .62 acres Commission District 3 – Richard Firstner Small Scale Site Plan for a 5000 SF Automotive Service Building Under Construction DOUBLE O’S OCOEE Sage #2023-0011 Maguire Rd. Parcel # 30-22-28-0000-00-020 2.09 acres Commission District 3 – Richard Firstner Small Scale Site Plan to construct 670 SF building for a Drive-Through Coffee Shop Under Construction FIRST CHOICE DOOR AND MILLWORK Sage #2021-0015 393 Enterprise Street Parcel# 19-22-28-9153-02-601 1.26 acres Commission District 3 – Richard Firstner Small Scale Site Plan for a 4,000 SF detached storage building and associated parking and utility improvements Under Construction FLOORING AMERICA STORAGE BUILDING Sage #2023-0034 10897 West Colonial Dr. Parcel # 20-22-28-0000-00-037 2.95 acres Commission District 3 – Richard Firstner Small Scale Site Plan for a 13,700 SF Warehouse Building •Under 2nd Review HAMPTON INN BY HILTON AKA COMFORT INN – MAINSTAY SUITES Sage #2021-0023 11405 W. Colonial Dr. Parcel # 19-22-28-0000-00-007 945 Marshall farms Rd. Parcel# 19-22-28-0000-00-008 Commission District 3 – Richard Firstner Preliminary/Final Large-Scale Site Plan for a six-story 74,657 SF hotel with 120 rooms Under Construction Page 122 of 125 7 | P a g e ALIBI AKA LAKE LILLY Sage #2021-0039 2802 Old Winter Garden Road Parcel # 29-22-28-0000-00-007 16.61 acres Commission District 3 – Richard Firstner Large Scale Final Site Plan for 410 Luxury Multifamily Rental Units Under Construction MONSOUR PROPERTY – W. SILVER STAR ROAD Sage #2023-0049 W. Silver Star Rd. Parcel # 18-22-28-3116-02-140 0.28 acres Commission District 3 – Richard Firstner Rezoning from R-1 to C-2 •Planning & Zoning Meeting: January 9, 2024 •City Commission Meeting 1st Reading: January 16, 2024 •City Commission Meeting 2nd Reading: February 6, 2024 O2B KIDS Sage #2022-0023 880 Bluford Avenue Parcel # 20-22-28-0000-00-059 Parcel# 20-22-28-0000-00-055 2.48 acres combined Commission District 3 – Richard Firstner Small Scale Site Plan for a 10,970 SF Day Care Facility and a 6,000 SF Medical Office Building Under Construction OCOEE-TOMYN SELF STORAGE FACILITY AKA BARKERITAVILLE PUD AKA PET PARADISE Sage #2021-0044 Parcel # 31-22-28-0000-00-050 8.13 acres Commission District 3 – Richard Firstner Preliminary/Final Large-Scale Site Plan Under Construction OCOEE VILLAGE Sage #2022-0020 Franklin Street Parcel # 18-22-28-0000-00-025 5.77 acres Commission District 3 – Richard Firstner Large Scale Final Site Plan, for two (2) two-story buildings with 72,712 sf for office/retail. Under Revision Review OCOEE VILLAGE GREEN Sage #2022-0030 Maguire Rd. Parcel # 30-22-28-0000-00-020 2.09 acres Commission District 3 – Richard Firstner Small Scale Site Plan to construct hardscape common areas Under Construction PALM DRIVE – CHINAPEN PROPERTY Sage #2023-0037 Palm Drive Parcel # 18-22-28-0000-00-109 1.65 acres Commission District 3 – Richard Firstner Small-Scale Comprehensive Plan Amendment from Low Density Residential to Commercial and Rezoning from R-1A to C-2 •Planning & Zoning Meeting: November 14, 2023 •City Commission Meeting 1st Reading: December 5, 2023 •City Commission Meeting 2nd Reading: January 16, 2024 PRUITT HEALTH 870 Tomyn Blvd Parcel# 30-22-28-2861-01-000 10.73 acres Commission District 3 – Richard Firstner Substantial Amendment to the PUD for a Nursing Facility Approved at the August 17, 2023 City Commission Meeting Page 123 of 125 8 | P a g e THE REGENCY Sage #2023-0015 1601 Maguire Road Parc # 28-22-30-0000-00-059 Parcel # 28-22-30-0000-00-016 Parcel # 28-22-30-0000-00-018 16.68 acres Commission District 3 – Richard Firstner Large Scale Final Site Plan for 300 Multifamily units and 7000 SF of Retail Final Site Plan Approved Pending Pre-Construction Meeting District 4 - Ages Hart Project Name & General Location Project Description Status COVINGTON OAKS Sage #2023-0002 8667 A. D. Mims Road Parcel # 10-22-28-0000-00-004 9.94 acres Commission District 4 - Ages Hart Preliminary Subdivision Plan for 17 Single-Family Residential Lots •Planning & Zoning Meeting: April 11, 2022 •City Commission meeting: August 15, 2023 •Under 3rd Review EVEREST REHABILITATION HOSPITAL AKA OCOEE LANDINGS COMMERCIAL 1842 E. Silver Star Road Parcel # 16-22-28-4532-00-040 5.12 acres Commission District 4 - Ages Hart Large Scale Site Plan for a 39,817 SF, single-story, Rehabilitation Hospital Under Construction GARDENIA POINTE Sage #2023-0005 Clarke Road/ A. D. Mims Road Parcel # 10-22-28-0000-00-003 # 10-22-28-0000-00-011 # 10-22-28-0000-00-128 # 03-22-28-2834-01-201 37.37 acres Commission District 4 - Ages Hart Rezoning from A-1 (General Agriculture) to PUD (Planned Unit Development) •Planning & Zoning Meeting: January 9, 2024 •City Commission Meeting 1st Reading: February 6, 2024 •City Commission Meeting 2nd Reading: February 20, 2024 HOWARD MEADOWS Sage #2023-0014 8708 A. D. Mims Road Parcel # 10-22-28-0000-00-133 2.25 acres Commission District 4 - Ages Hart Preliminary Subdivision Plan for Six (6) Single-Family Residential Lots •Planning & Zoning Meeting: August 8, 2023 •City Commission Meeting: September 5, 2023 HOWARD MEADOWS Sage #2023-0032 8708 A. D. Mims Road Parcel # 10-22-28-0000-00-133 2.25 acres Commission District 4 - Ages Hart Final Subdivision Plan for Six (6) Single-Family Residential Lots •Under 3rd Review LAKE MEADOW LANDING (F.K.A ARDEN LANDING; CIARA PLACE / F.K.A. VILLA ROMA) 2121 North Clarke Road Parcel # 04-22-28-0000-00-048 21.05 acres Commission District 4 - Ages Hart Large Scale Preliminary/Final Subdivision Plan, 88-unit 1,391 SF (per unit) residential townhomes with a 2,400-SF clubhouse Under Construction Page 124 of 125 9 | P a g e OCOEE LANDINGS PUD Sage #2022-0026 E. Silver Star Road Parcel # 16-22-28-4532-00-140 1.77 acres Commission District 4 - Ages Hart Large Scale Site Plan consisting of commercial/retail and 46 apartments combined as an approved use for the PUD Approved at City Commission meeting on November 1, 2022 PRAIRIE LAKE SUBDIVISION Ocoee Vista Parkway/AD Mims Road Parcel # 09-22-28-0000-00-056 11.99 acres Commission District 4 - Ages Hart Preliminary Final Subdivision Plan to construct 78 lots, each containing a two-story townhome Under Construction RESERVE AT LAKE MEADOWS Sage #2021-0043 2149 Lauren Beth Avenue Parcel # 04-22-28-0000-00-024 18.58 acres Commission District 4 - Ages Hart A Large-Scale Final Subdivision plan for 46 single-family homes Final Site Plan Approved WYNWOOD PHASE 1 & 2 FKA CLRM Sage #2020-0014 44 W. McCormick Road Parcel # 33-21-28-0000-00-007 100 E McCormick Road Parcel # 34-21-28-0000-00-022 3201 Trout Lake Road Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4- Ages Hart Large Scale Preliminary/Final Subdivision to construct 190 single- family residential lots in Phases 1 & 2 with stormwater ponds, open space, and a park/recreation area and 187 lots for Mass Grading in Phases 3 & 4 Under Construction WYNWOOD PHASE 3 & 4 FKA CLRM Sage #2023-0024 Greenwood Oak Drive Parcel # 34-21-28-9490-06-001 Coachwood Drive Parcel # 34-21-28-9490-06-002 56.63 acres Commission District 4- Ages Hart Large Scale Preliminary/Final Subdivision Plan to construct 187 single family residential lots •2nd Submittal Comments Sent December 11, 2023 •Awaiting Resubmittal •City Commission Meeting (Consent): TBD Page 125 of 125