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Item #18 Second Reading of Ordinance for Ocoee Reserve AKA Silver Star Road Planned Unit Development (PUD) – Annexation and PUD Rezoning, Land Use Plan (LUP), Preliminary and Final Subdivision Plan; Project No(s): AX-01-16-57, RZ-16-01-01 & LS-2016-011 40.41r (fitQ e Hondo AGENDA ITEM COVER SHEET Meeting Date: September 19, 2017 Item # /1 Reviewed By: Contact Name: Mike Rumer, City Planner Department Director: Contact Number: 407-905-3100 x1018 City Manager: Subject: Ocoee Reserve AKA Silver Star Rd PUD Annexation, PUD Rezoning, Land Use Plan, Preliminary and Final Subdivision Plan Project#AX-01-16-57, RZ-16-01-01 & LS-2016-011 Commission District#4—Joel F. Keller ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation, PUD Rezoning, Land Use Plan and Preliminary/Final Subdivision Plan for the Silver Star Rd PUD? BACKGROUND SUMMARY: The subject property is located on the south side of Silver Star Road, approximately 1,200 feet east of Johio Shores Road and 900 feet west of Good Homes Road. The subject site is approximately 10.91 acres in size and is currently undeveloped with planted pine trees. The parcel ID number is 15-22-28-4716-00-142 with a physical street address of 8600 Silver Star Road. The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE/JURISDICTION EXISTING LAND USE/ZONING North Low Density Residential/City of Ocoee SFR(s)(Coventry at Ocoee Subdivision) /"R-1A" East Low Density Residential/Orange County SFR(s)(S&S Acres)/"R-CE" South Low Density Residential/City of Ocoee SFR(s)(Temple Grove Estates Subdivision) /"R-1 AA" West Low Density Residential/City of Ocoee SFR(s)(Temple Grove Estates Subdivision) /"R-1 AA" The Future Land Use designation for the subject site is "Low Density Residential" which allows up to 4 dwelling units per acre. The requested rezoning would be from Orange County "Agriculture" (A-1) to City of Ocoee "Planned Unit Development" (PUD) with a corresponding "Land Use Plan" (LUP). CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non-circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the west, north and south adjacent boundaries. Joint Planning Area Agreement: The subject property is located within the Ocoee-Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Orange County has been notified of this petition in accordance with Section 171.044(6) FS and Subsection 13-A of the City of Ocoee-Orange County Joint Planning Area Agreement. Rezoning: The Applicant has requested a City of Ocoee zoning designation of "PUD" (Planned Unit Development), which is consistent with the zoning of adjacent properties. The PUD designation is consistent with the adopted future land use designation of Low Density Residential, as shown on the City of Ocoee & Orange County Joint Planning Area future land use map. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy....". The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is essentially part of an enclave in the City, it already benefits from Fire Rescue services via a joint "First Responder" Agreement with Orange County. The Applicant is proposing to extend the City's potable water mains and sanitary sewer in order to service the site. Annexation Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties. DISCUSSION: The Ocoee Reserve AKA Silver Star Rd PUD is a planned residential subdivision that proposes a total of 43 single-family residential lots with a requested density of 3.12 units per acre. The residential street (50' wide) is planned to be designated as public right-of-way. The residential lots will be approximately 42.5 feet by 115 feet. The PUD has a minimum living area set at 1,500 square feet. The development is proposed to be developed in one (1) phase. As shown on the plans, the subject subdivision will have one (1) access point on Silver Star Road. This main entrance will be aligned with the existing Coventry at Ocoee subdivision entrance across Silver Star Road. The Plan also shows a 6-foot high wall with landscaping that will be installed along Silver Star Road. Landscaping, columns and aluminum railings are proposed along the open space portions of the site. Finally, potable water, sewer, solid waste, reuse water (when available), police and fire protection will be provided by the City of Ocoee. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 29, 2016, and reviewed the Annexation, PUD Rezoning, and Land Use Plan for the Silver Star Rd PUD. There were several technical issues to be addressed from the City's Engineering Department and City Attorney's Office that were identified in written staff comments and presented verbally. There was some discussion on the existing conditions of the site, public vs private roadways, existing Silver Star Road conditions, and surrounding proposed subdivision features. When the discussion was finished, the DRC voted to recommend approval of the Annexation, PUD Rezoning and Land Use Plan, subject to addressing the items mentioned in the meeting and the resolution of the remaining staff comments. The Development Review Committee (DRC) met on January 4, 2017, and reviewed the Preliminary Subdivision Plan for the Silver Star Rd PUD. When the discussion was finished, the DRC voted to recommend approval of the Preliminary Subdivision Plan. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Commission reviewed the proposed Annexation, PUD Rezoning and Land Use Plan for the Silver Star Rd Property on July 12, 2016. The Planning & Zoning Commission voted unanimously to recommend approval of the Annexation and voted 5-1 to recommend approval of the PUD Rezoning and Land Use Plan for the Silver Star Rd Property, subject to resolving any remaining staff comments. The Planning and Zoning Commission reviewed the proposed Preliminary Subdivision Plan for the Silver Star Rd PUD on January 10, 2017. The Planning & Zoning Commission voted unanimously to recommend approval, subject to the resolution of remaining staff comments before the City Commission meeting. RECOMMENDATION: Based on the recommendation of the DRC and the Planning & Zoning Commission, Staff recommends the City Commission approve the Annexation, PUD Rezoning, Land Use Plan and Preliminary/Final Subdivision Plan for the Ocoee Reserve AKA Silver Star Rd PUD. Attachments: Annexation Feasibility Analysis; Location Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Aerial Map; Annexation Ordinance; Rezoning Ordinance; Land Use Plan&Preliminary Subdivision Plan for Silver Star Rd PUD; Final Site Plan for Ocoee Reserve AKA Silver Star Road PUD Financial Impact: None Type of Item: [x] Public Hearing For Clerk's Dept Use: ❑ Ordinance First Reading 0 Consent Agenda ® Ordinance Second Reading [ ] Public Hearing ❑ Resolution 0 Regular Agenda [x] Commission Approval ❑ Discussion&Direction [ ] Original Document/Contract Attached for Execution by City Clerk 0 Original Document/Contract Held by Department for Execution Reviewed by City Attorney ❑ N/A Reviewed by Finance Dept. ❑ N/A Reviewed by ( ) 111 N/A CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-01-16-57 & RZ-16-01-01 APPLICANT NAME: Avex Homes PROJECT NAME: OCOEE RESERVE AKA Silver Star Rd Property ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Michael Rumer A. Applicant/Owner 1. Owners: Vogt Ora B / Bailey Sandra V B. Property Location 1. General Location: South side of Silver Star Road, approximately 1,200 feet east of Johio Shores Road and 900 feet west of Good Homes Road. 2. Parcel Identification Numbers: 15-22-28-4716-00-142 3. Street Addresses: 8600 Silver Star Road 4. Size of Parcels: +/- 10.91 acres C. Use Characteristics 1. Existing Use: Vacant (Timberland Planted) 2. Proposed Use: Residential (Single-Family Dwelling) 3. Density/ Intensity: Max. 4 Dwelling Units per Acre 4. Projected Population: (2.99 Avg. Household Size X 43 Dwelling Units) 129 D. Zoning and Land Use 1. Orange County JPA Future Land Use: "LDR" Low Density Residential 2. Orange County Zoning: "A-1" Agricultural 3. Existing Ocoee Future Land Use: "LDR" Low Density Residential 4. Proposed Ocoee Zoning: "PUD" Planned Unit Development E. Consistency 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes II. FIRE DEPARTMENT Chief Miller 1. Estimated Response Time: 5/6 Minutes 2. Distance to Property: 3.7 Miles 3. Fire Flow Requirements: 1000 GPM III. POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone/Grid /Area: OCPD / 1460 / D54 2. Estimated Response Time: 8 mins 3. Distance to Property: 3.8 miles (according to Bing maps) Page 1 of 3 Case Number:AX-01-16-57&RZ-16-01-01 Applicant Name:Avex Homes 4. Average Travel Time 10 mins (according to Bing maps) IV. ECONOMIC VALUE Michael Rumer 1. Property Appraiser Taxable Value: +1- $196,380 2. Estimated City Ad Valorem Taxes: Unknown at this Time. 3. Anticipated Licenses & Permits: Unknown at this Time. 4. Potential Impact Fees: Unknown at this Time. 5. Total Project Revenues: Unknown at this Time. V. BUILDING DEPARTMENT Michael Rumer 1. Within the 100-year Flood Plain: No VI. UTILITIES Michael Rumer A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of There is an 8 inch WM along the western Property line Nearest Water Main: and a 12 inch WM on the north side of Silver Star Road. B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: Developer will need to install extension. 4. Location and Size of 6 inch FM location on Silver Star Road approximately Nearest Force Main: 1500 feet to the west. 5. Annexation Agreement Needed: Yes C. Other 1. Utility Easement Needed: Not sure at this time 2. Private Lift Station Needed: No, it will need to be public 3. Well Protection Area Needed: No well at this site. VII. TRANSPORTATION Michael Rumer 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: Yes 4. Traffic Analysis Zone: 423 Page 2 of 3 Case Number:AX-01-16-57&RZ-16-01-01 Applicant Name:Avex Homes VIII. PRELIMINARY CONCURRENCY EVALUATION Michael Rumer A. Transportation: At this time, adequate transportation capacity exists. B. Parks/ Recreation: At this time, adequate park/recreation capacity exists. C. Water/Sewer: At this time, adequate water/sewer capacity exists. D. Stormwater: At the time of development, the applicant will be required to abate the stormwater on-site, according to the City Code and the regulations of the St. John's River Water Management District. E. Solid Waste: At this time, adequate solid waste capacity exists. F. Impact Fees: At the time of development, impact fees will be assessed. IX. SITE SPECIFIC ISSUES All Departments The site is currently vacant with planted (pine trees) timberland. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer The subject property is contiguous with the City Limits on the west, north and south; therefore, annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. 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LAKE STANLEY ,c ;g a) • oMI " Y Cullens o Springfield m - :ham. ,�;.,F.,, _ , ,.c , J cts ' F•is 4- -�:t .��. r --� ,..,741::, - .:,� Esser tI V LI c J 3Q ds- } G r ., t f i v a i4- LAKE iry•s ° <. JOHIO - ,, T _ f ) .r C' . , k . . ,,..,..,.. . x.. it ..,.. ,. g r . • ' •0 . - AUISca : ,; g rA i'.. 4.4._ .,i. . - //r , i. 4-. ' ,yr, - Greywait t ' LAKE LUCY 4 ti H 6' • lit 4.:ii.kte-4,-1:1-1". '.. t.‘"*;; 1' ; . , , , ,, , A. t ,,c,i . .1,,,,,,:,25,„,..ww.i. . .z,i, ....4....r........... „ ..... . 0. *el. , ..... . , :e. T i. �.► ' . 4�4, �',:: , 1 ., - ,, r 1/ a• ,. �.� .-'` 4 . y � . • ee ,-Lainf� sem'• + T- �1+v a.Y+ ! 44- Ti-'1'- I- J . 1 N LAKE FLORENCE -N.4r•••"5 re, CD • •;,. .OD , '' .?'Ll ' A' 0 v Addie _ a) . * CrL ` fr ,,,,..r: -7 • .`: it t.z. �., 17 .1 - - - - ORDINANCE NO. 2017-006 (Annexation Ordinance for Ocoee Reserve AKA Silver Star Road PUD) TAX PARCEL ID: 15-22-28-4716-00-142 CASE NO. AX-01-16-57: Silver Star Road PUD AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, ANNEXING INTO THE CORPORATE LIMITS OF THE CITY OF OCOEE, FLORIDA, CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY +/-10.91 ACRES LOCATED AT 8600 SILVER STAR ROAD, PURSUANT TO THE APPLICATION SUBMITTED BY THE PROPERTY OWNERS; 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 UPDATING OF OFFICIAL CITY MAPS; PROVIDING DIRECTION TO THE CITY CLERK; PROVIDING FOR SEVERABILITY; REPEALING INCONSISTENT ORDINANCES; 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 +/- 10.91 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) of Article V of Chapter 180 of the Land Development Code of the City of Ocoee (the "Code"); and WHEREAS, on February 11, 1994, Orange County and the City of Ocoee entered into a Joint Planning Area Agreement, which has from time to time been amended by Orange County and the City of Ocoee (the "JPA Agreement") and which affects the annexation of the real property hereinafter described; and WHEREAS, on July 12, 2016, 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, compliant with all applicable requirements of the Code, consistent with the JPA Agreement, and in the best interest of the City of Ocoee, and recommended the Ocoee City Commission approve said annexation; 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 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 and the JPA Agreement, as amended, and meets all of the requirements for annexation set forth in the Ocoee Comprehensive Plan,the JPA Agreement, 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. Section 10. CONFLICTING ORDINANCES. All ordinances or parts of ordinances in conflict herewith are hereby repealed. 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 , 2017. APPROVED: ATTEST: CITY OF OCOEE, FLORIDA City Clerk Rusty Johnson, Mayor (SEAL) ADVERTISED AND READ FIRST TIME ,2017 READ SECOND TIME AND ADOPTED FOR USE AND RELIANCE ONLY BY , UNDER THE CITY OF OCOEE, FLORIDA AGENDA ITEM NO. APPROVED AS TO FORM AND LEGALITY THIS DAY OF , 2017 SHUFFIELD,LOWMAN & WILSON, P.A. By: City Attorney EXHIBIT "A" Legal Description 8600 Silver Star Road Property LEGAL DESCRIPTION: THE WEST 870 FEET OF LOT 14-1/2 OF LAKE PARK HIGHLANDS, A SUBDIVISION OF SECTION 15, TOWNSHIP 22 S OF RANGE 28 E., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK F, PAGE 124, (LESS STATE ROAD RIGHT OF WAY ON NORTH & LESS PART TAKEN FOR RIGHT OF WAY PER 5892/0483), OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. EXHIBIT "B" Map of Annexed Area Silver Star Rd. PUD Location Map :it ,d tIII' 1 • I. '.Ii - LAKE STANLEY I■ r7 E-j®iii__ 4111 41 ® „ 1111111 Illikrr MI. - . mu Em9 NM iti.iull. 6 a _ M7- • wri ..1 ,4,... — 111■ 1,_ Eiri ERN . — 1 Nr-41 r _ — - . L4KE. vim ■r . --1 ._ S. -r Star•111111111•1111110111 4• 1111 , • -\\:S.\, "=-7 *it ® � Ir jar Alt* 20 in 1 1 rik- - : , AL . qqvi•Ermiriziomiumr i►Attl-i a - =ee Ilii n muir4 ..,4. amu® m ®E 1 010,11: .r,t,,_v,,,„ i an i I iiiiiiiiiiiiiitil H , Alcliate illiiiiiiity 1 _ t., •11 Nrair 1 ........„.. ,.„ , 11101, MI — ./..„"-----_---------„,„,_/---- 4piu AO, 411P WI 1111 i r/ JAKE FLORENCE 1 ORDINANCE NO. 2017-007 (Rezoning Ordinance for Ocoee Reserve AKA Silver Star Road PUD) TAX PARCEL ID: 15-22-28-4716-00-142 CASE NO. RZ-16-01-01: SILVER STAR ROAD PUD AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, CHANGING THE ZONING CLASSIFICATION FROM ORANGE COUNTY A-1 TO OCOEE PLANNED UNIT DEVELOPMENT (PUD) ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY +/-10.91 ACRES LOCATED AT 8600 SILVER STAR ROAD, PURSUANT TO THE APPLICATION SUBMITTED BY THE PROPERTY OWNERS; FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the owners (the "Applicant") of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described, have 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 +/-10.91 acres, more particularly described in Exhibit "A" attached hereto and by this reference made a part hereof, from Orange County A-1 to Ocoee Planned Unit Development (PUD); and WHEREAS, pursuant to Section 5-9(B) of Chapter 180 of the Code of Ordinances 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 requested by the Applicant is consistent with the 1991 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 study and recommendation by the Planning and Zoning Commission of the City of Ocoee, Florida (the "Planning and Zoning Commission"); and WHEREAS, on July 12, 2016, 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 requested by the Applicant 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 City Commission find that the Rezoning requested by the Applicant is consistent with the Ocoee Comprehensive Plan; and WHEREAS, on 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 +/-10.91 acres located within the corporate limits of the City of Ocoee, Florida, is hereby changed from Orange County A-1 to Ocoee Planned Unit Development (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 City Commission hereby finds the Rezoning of the lands 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 Chapter 180 of the Ocoee City Code. SECTION 5. CONFLICTING ORDINANCES. All ordinances or parts of ordinances in conflict herewith are hereby repealed and rescinded. 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. SECTION 7. EFFECTIVE DATE. This Ordinance shall become effective ten (10) days after its passage and adoption. PASSED AND ADOPTED this day of , 2017. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA City Clerk Rusty Johnson, Mayor (SEAL) ADVERTISED , 2017 READ FIRST TIME , 2017. READ SECOND TIME AND ADOPTED 2017. Under Agenda Item No. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY this day of , 2017. SHUFFIELD LOWMAN & WILSON, P.A. By: City Attorney EXHIBIT "A" (The"Property") 8600 Silver Star Road Property LEGAL DESCRIPTION: THE WEST 870 FEET OF LOT 14-1/2 OF LAKE PARK HIGHLANDS, A SUBDIVISION OF SECTION 15, TOWNSHIP 22 S OF RANGE 28 E., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK F, PAGE 124, (LESS STATE ROAD RIGHT OF WAY ON NORTH & LESS PART TAKEN FOR RIGHT OF WAY PER 5892/0483), OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. EXHIBIT "B" Silver Star Rd. PUD Location Map Am ti uI7 tb In u ►"'� STANLEY ii-g 1,1;., — .....H ... Int Et INE a \it::_, rip":), 1111111111111LEIAIN ril so' 14°`.7..?:/.= ii .11 ® — MH 17' iiigl EIM lik al KA '- WW1 NEM —" ,--- LAKE, gal ■r 4 S ger Star 10---E.. Aerie , - IL hr MI III 4117 41 : 2 ga EA Ali Ili r.,f- _ Ace.„iie , , , , - . . iiir *lie ' umr.ittl' Limmii el iirafr-14. ,.„ , i „ ..„, A ,:i ter' r mi. al •., . . i se USW r II Mal orap int'til Mi�� ......i,..--,Y722-.. ' � + `. LAKE FLORENCE LEGAL DESCRIPTION: THE WEST 870 FEET OF LOT 14-1/2 OF LAKE PARK HIGHLANDS, ACCORDING TO THE PLAT THEREOF RECORDED IN PLATBOOKF, PAGE 124, LESS THAT PART CONVEYED FOR ROAD IN DEED BOOK897,PAGE 500; AND OFFICIAL RECORDS BOOK 5892, PAGE 483, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. General Notes: 1. The project will be designed with a single stormwatermanagementfaciRy that will accommodate the properly. The pond will bedesigned Inaccordance with the City of Ocoee and SJWMD standards. 2. Based upon FIRM Map #12095Co210F, Thesleisnotwithinany designated fioodzones 4. Water service will be provided by the City of Ocoee. 5. Reclaimed Water shall be provided by the Cityofocoee. 6. Wastewater Service shall beprovidedbyCity ofOcoee• 7. Fire Protection shall be provided by City of Ocoee Fire and Rescue. 8. Police Protection shall be provided byCity of Ocoee PoiceDepartment 9. Access to the site will be via Siver Star Road. 10. The project road will be publicly owned and maintained by (he City of Ocooe. The road will be constructed consistentwththe City ofOcoee standards and dedicated tp the City at the time offi nal plat . 11. Common openspace, recreation area, and landscape buffers shag be owned and maintained by the HorneO%mrsAssocatien. 12. At the time of development, the Planned Unit Development, orany Mesa proposed for development, shall comply with all Cly regulations and ordinances in effect at the time of final Subdvislon PlanApprovul. 13. Final Development Orders or Permits may be Issued orgy upon Wing by the City that the infrastructure addressed under the Concurrency Management System shall be available concurrent with the tmpactsof the development. 14. The lift station will be dedicated to the City of Ocoee. 15. A Homeowner association will be created to provide for the management of common areas and facilities as required by the City of Ocoee LDC. TYPICAL LOT SIZE/PROPOSED BUILDING PAD 42.5• 7o' FRavr SETBACK ao SUMCK 4,887.5SF PLAN VIEW TYPICAL LOT DETAIL SCALE: i w Owner Ora Vogl & Sandra Batey 1901 White Road Ocoee Fbdda 347613416 Land Use Plan & Preliminary Subdivision Plan for Silver Star Rd a Planned Unit Development Parcel ID # 15-22-28-4716-00-142 Ocoee, Florida January 2016 Revised: 1 02.16,16 Revised per Staff Comments dated 01.27.16 wgm 2 03.31.16 Revised per Staff Comments dated 03.21.16 wgm 3 12.14.16 Revised per clientcomments wgm CORNERLOT SIZE/ BUILDING PAD FOR LOTS 46.3.9 20' FRQYF sEr[actc 35 6.75 IP v 4 CORNER LOT'S S11ALLHAVEAN ADDITIONAL IS % L(7rAREA 4,557.5 SFX 1.15= 5,67a6SF(ai3AC) PLAN VIEW B TYPICAL CORNER LOT DETAIL TYPICAL 1'=a7 Developer Applicant / Planner Avex Homes Daly Design Group 28 E Washington Street 913 N Pennsylvania Ave Orlando, FL 32801 Winter Park, Florida 32789 407-9305310 (407) 7407373 SECTIONS Location Map Site Data Parcel iD Moriber 14.22.213-47-16-00-142 Usting Land Use (Orange Cornrly) tow Density Residential Proposed Land Use (Oily of Ocoee) Low Density Residential E)dstingzonIng (Orange Coanly) At -1 ProposedZonkig (Oily of Okoee) PD Unit Type Sinlfe Family Residential Total tandAre a M91ac Uplands 1a.91ac Wetlands O.ODAc Dry Rete ntion 2.53ac Proposed Units 43units Proposed Density 312du/ac(Vaso IMInfmurn Lot Size 425x115 IMInfrnum UvfngArea 1,swsf Mac Buildutgtlt_ 35(25toty) Mac impenviousperlat 65% Openspace 35% (Active /Passive PUD Ope nspace) sm School Age Pop"on(43 lotsx 0.431) 19(hDdmn BaildingSetbacks Front 21y Rear 20r Side 625 Coater So' Accessory Structures Rear 5 Side 5 Comer LY Utilities Water(43lotsx WO OlonsperERC) 1%900galons Sanitary (43lotsx270gallonsperERU) n610gaRaDs Fire 3,000gallonspermfn C PUBLIC RIGHT OF WAY SCALE:rS c IJ a g i$ iF Civil Engineer Environmental Consultant Surveyor Traffic Engineer 181 Group (Florkla) Inc. BloTech Consulting Alen and Company Traffic Planning and Design 2300 Malland CenlerPadcway, SIB 101 315 Fern Creek Ave 16 East Plant Street 635 Versailles Drive Maitland FL 32761.7410 Orlando, Florida 32803 Winter Garden, Florida Maitland, Florida 32761 (407)6602120 (407)342.7684 (407)654.6355 (407)6209956 Sheet Index CVR - Cover LUP - 001 - Conditions of Approval LUP -101 - Land Use Plan LUP -102 - Conceptual Landscape Plan LUP -103 - Land Use Plan on Aerial LUP -104 - Proposed Home Elevations i Survey - Existing Conditions CVR Section A. General 1. The City of Ocoee, Florida (lie "Clty") is subject to the terms, provisions and restrictions of Florida Statules, Chapter 163, concemng moratoria onhe issuance of building mils under certain t rg pe rt circumstances. The City has no lawful authority To exempt any private entity oritself from the application of sudh state legislation andnolhing herein shall be construed as sudhanexempiim 2. This project shall be developedin I phase. 3. Each phare of the project will stand on its own with respect to public services (sewer, water, stormwaler management, access and olherrelated services} 4. Except as specifically noted on this plan, development or the property shall be consistent with the requirements of the City of Ocoee Code of Ordinaoces(thte "Cade"), which Code includes Chapter 180, the Cilyof Ocoee Land Development Code (tie `Load DevelopmentCode"). 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out onibeplan 6, Any damage caused to any public streets as a result of the construction activities related to Ile project shall be promptly repaired by the Ower to fix applicable governmental slander* at the Owners sole cost and expense. 7. There shall be noaccess from the properly toany public streets except at the approved localiom shown on the approved Final Subdivision Plan/Final ShoPlan, 8. All existing simcltres (including buildinpt;, power lines, existirg aerial and utility facilities) within the property boundaries will be removed and/or lennimled prior to or during construction of Ile development replacing those uses 9. Development of this property is subject to that certain Development Agreement dated as recorded in Official Records Book _ Page _, Public Records of Orange County, Flodda. 10. All legal instruments including but not limited to (i) declarelias of covenants, easements and restrictions for the properly; (ii) articles of incorporation and bylaws of the properly owned association (lie "Association"J, and (iii) warranty deeds, easements and bill of sale documents to the Association the City; the County and/orthe SL Johns River Water Management District ("SdRW W') shill be provided to the City for review and approval priorto plauhg all ora portion of the property, ll. ParkingforindividmlloissimllbeprovidedinaccordmcewiditheLand Development Cade. 12. Each fire hydrant shall be pointed OSHA yellow in color and a bite reneclire marker shall be affixed to the street in the centerof Ile Iona closest to eachh)&InL 13. The Ower of each tract shall be responsible for installing reuse lines along with the other subdivision infrartmcbm At sudr time as reuse water is available to the property, Ile Owner shall be responsible for connection to the muses)stemlirea 14. Pursuant to the Land Development Code, all subdivision signage must be consistent with Tle legally assigned name of the subdivision Any subsequent charge to the nnme of the subdivision must be approved by the City Commission ofte City. 15. To the extent The Land Use Plan and these Conditions of Approval conoid with the Land Development Code, the provisions of the land Use Plan and these Conditions of Approval shall control. 16. (If to City] To Ile extent tiny IiG statins am required on the property they will be conveyed to the City at the time of platting All such Iffi statics shall be designed in accordance %i0m the City of Ocoee Engineering StandmilsMarma. Secten B. Trees Section D. Association. 1. Existing trees eight inches(8")or larger(otherlhan citrus trees, trees The Association shalloivrr and met main all canmm areas. planted for silvercdtue or "trash" trees) located alorE proposed 1. All declaration of covenants and restrictions affecting the property localiom of buffer walls or rend right-of=nay lines will be preserved shall include the fallowingpotisims: if at all possible: the buffer walls and roads will be designed around those Imes to incorporate them into required landscape buffarsand as I. Provision allowing the City to levy, collect and enforce street trees assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing 2. The existing grades on individual lots containing protected trees will for adequate mairien ren be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no H. Provision granting the City The right, but not the obligation to grading or other construction on the same except as specified in the maintain all common areas should the Association fail to do so approved Final Subdivision PlanrHml Site Plan, until building ager notice from the City: Tothe extent that the City undertakes permits are issued for those IoWtmcts. such action, Ilia City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy 3. "Intentionally Deleted'. assessments for the purposes ofpaying mrhmimbusement 4. In order to ensure that as marry existirg trees as possible will be ill. Provisions granting the City the right, but not the obligation, to preserved, all road rights-of-way and retention areas will be nagged maintainrrepair the slorm urmi- management system for the for reviewb (1x Ci ty prortoon tree remova Nocle' arihgpemits property (the "SWMS") and obtain reimbursement from the win be lasted Cor site work or building construction until the trees to Association or from the Owner if (a) lumover of control of the be preserved have been clearly marked with tneepmleclimiwnriers. members has not occurred: or (b) if the Owneris stili responsible 5. No person shall undertake lard clearing or the removal of any for maintenanceoflheSWMS. protected Imes without first obtaining a permit from the Building iv. Provision providing lint the SWMS will be transferred to a Department. Tice removal of protected trees shall be minimized to responsible operntionfmaWemrce entity acceptable to IN Cilyin the maximum extent possible andno authorization stall be granted to the ever. of dissolutionand that if dissoludon occurs withoutsuch remoe a tree if the Owner has failed to take reasomb'e measures to approve( then tiro City may continue to let), and collect preserve the trees onsite, assessments and impose liens with respect thereto notwithstanding 6. Tim final granting planwilipresent existing gradmon individual lots the dissolution oFlheAssociation. and bracts containing protected Imes asmrrhas passible v. Provision that the Association shall m all times be in good 7. All landscape areas will be irrigated and have an autonmtic min standing with the Florida SecnelmyofState. sensor. vi. Provision that at tate tinter turnover of conird of nix Association to the members, the declarant shall deliver to the new board of Section C. Easements / Utilities directors the maintenance plan forthe SWMS accanfwried by an I. All cross access, utility and drainage easements shall be provided prior to or at the time ofplatfing 2. All utilities to be placed within the ten foot (I(Y) easement along the front of each lot will be placedaround existing protected trees to be Preserved 3. All utilities including electrical, cable, TV, and telephone and includrg on-site existing overhead wires shall be placed underground 4. Unless olherWse noted a ave fool (5') utility and drainage ememeri will be platted along all side lot lines and len fool (Id) utility, drainage and sidewalk easement adjacent to the sired right-of-ways. Sidewalks will only be placed in (his easement if necessary to ran 2 them around existing protected trees lobepnsened 5. All drainage, trinity and maintenance easements shall be for the benefit of the Association The land burdened by such easements shall be owned by the individual lot orlmetcarma E. 6. Drainage easements 6ehimen lots and tracts are shown for localim engineers certification that the SWMS is functioning in accordance with all approved plum and pemhita To the extent that any such engineers raper( indicates any corrective action is required that declarant shall be required to diligently undertake such corrective actionat the declamnt's expense and to post a cash bond with [be Association for the estimated costs of such corrective action vii.Provisien That no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association viii. Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in animinmeni recorded with the amendment. All mitts that are to be owned and maintained by the Association shall be conve)ed to the Association by warranty deed at the time of platting A specialwarmnly deed is permissible if accmiparied by a title insurance policy lolheAsocatim Streets only. Fond easement dimensions will be shown on the Final 1. Final street nnming will be coordinated tluoug)hdeCHyBulddng Subdivision PladFiml Site Plan and will be sized to meet City Department at the time offnalplatsubnillal. requirements. 2. [If public streets] All internal roads within the project will be 7. A perpetual, non-exclusive access easement over all inlemd dedicated to the public at the time ofplatlingutessogemisenated roadways and other paved areas is ere,I granledin favorof the C 1 and other applicable authorities for Inv enforcement, fire and other emergency services The City may require that the ownerexemte an 3 easement in recordable form with respect tithe fang ing H. n r A ease meets easement to the retention n n r 1 emergency ponds and over d drainage easements shove herein is hereby granted to the Cil, for emergency maintenance purposes. The emergency access easement will not impose any obligatim, burden, responsibility of liability upon the City, to enter upon the property it does not ova or takas any action to repairor maintain the drainage systemonthepeperty. 4. 5. [If public mads] Streetlights, security lights andlighiin for common areas meeting current Land Development Code requirements shall be installed b the Owner y poor to CeniGca(e of Completion of the Owners expense. If upgraded street lights are installed, Ile Owner and the Association will be required to complete and execute a City of Ocoee Owners and Homeowners Association Agreement for Upgraded Street Light; with the Owner and the Association being responsible for operating torts for the difference between standard street lights and the upgradedsircetlidts. "Intent ionallyDeleted' Tim owner stall construct appropriate curbs cuts to enable construction of ramps al all rights-of-way interseciom (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting, each Flailed IW or tree(shall be constructed at to lime of development of the to or tract. When sidewalks aro constructed on comer lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed Sidewalks adjacent to common areas shall be constricted at (lie time of permanent constmclion of adjacentcommonmem Section F. Stormwater Management system 1. All retention ponds will be unfenced with maximun 5:1 side slopes into the pond 2. The development of this project will incorporate the stormwater needs of ll Public roads withindepriject. 3. All building setbacks from all retention areas shallbeggeenfsel(ly) feel from the lop of tlebank 4. Unless otherwise specifically provided for, the SWMS, including all pipes,inlets, manholes, structures and rolentimponds, will be owned, operated and maintained byth:Associa0m 5. Notwvithstandrg the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Owner shall remain responsible for the maintenance of the SWMS, including all retention ponds, until suds time as: 1. lite entire SWMS for lira project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD; H. the retention ponds intended to be conveyed to the Associmion have in fact been conveyed to ' t' } OxAssavaim ill. the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by lite SJRWMD have been executed and accepedbySIPWMD: iv. the City has been provided with a copyof tie Owners proposed maintenance plan with respectloIWWMS;and Y. the City has been provided with a written statement from the Association acknowledm�'ng receipt of the Owners proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenaweofdeSWMS. 6. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond lmcls and any IiG station tract shall be completed priorto issuarceof the Certificate of Completionfor those corresponding phases. Section Section G. Wetlands/100 Year Flood Plain L All finished floor elevation will exceed the 100 -year flood plain bya minimum ofwvo feet(T) 2. Tie Owner slmll comply with all requirements of the City and other governmental entities with jurisdiction to probed the wetlands being preserved and to prevent any disturbance, siltaticn, or other construction belay the named wetland linea Further, the areas below the natural wetland lines slag be fenced off (and sill fences shall be installed) during construction activilies immediately, adjacent to the wetlands, in order to minimize disturbances of (le wetlands during Conslroctim 3. Welland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protectim General or individual permits aha required from these agencies prior to commencement ofcaMrretion 4. Al the time of submittal of lie first Preliminary Subdivision Plan or Site Planreviewfor the property, the Ownerwill map thejurisdictimal wetland lire on the site and establish a hvenly4lve foo (25) upland buffer from [lint line. Depending on the results, the City may also require a Conservation and Dmimge Easement over any wetlands or adjoining conservation area The usable arca of the site will be reduced by this acreaga and all development criteria will he reduced Prior to or at time f proportionately. he ton o davelopnem of any portion of the property; if a Conservation and DmiwW Easement is required the Owner shall convey' to the City the Conservation and Drainage Easement, the fort of whidhshail be approved by the City priorto the conveyance Section H. Commercial Protects "Intentionally Deleted' Section I. Single-Famil V Residential Protects L Each residential lot shall have the minimus of three (3)1 a (2) trees per lot, and with one (1) tree to be utilized ALII street tree with a minimum size of ten feet (IV) in herd and two inches (2") in diameter at breast height(DElI). 2. All underground utilities shall comply widt Section 6-8(C) of the Land Development Code, which requires pedestal-meoted utility boxes to be placed back of the street, no more than five feet (5') forward of the front building selback line, on all residential lots which are les than seventy feet (70') feel in width wherelie Id abuts the street right-of-uaylinA Section J. Tovmhome Protects "Intentionally Deleted" Section K. Wekiva Studv Area 1. For development or redevelopment of property located oulside the Ocoee Community Redevelopment Area (CRA) but within IIx WekivaSlud)y Anea("WSX')Boundm); and with the exceptionof a single -funny home on an existing lot, those portions of properties that contain in least one (1) of the three (3) following resources; (h) most effective rechailm areas, (ii) karst features, or (ill) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrum or Sand Piw Scrub vegetative communities, are be subject too minimum thirty-five percent (350/,) Wekiva Open Spaceregdrement. 2. Open Space required to be preserved within the WSA boundary is defined as: tiny portion of a parcel or area of land that remains undeveloped, or minimally developed, such as Imils and boardwans as part of a natural resource present or recreation ares, stonnwater retention areas lint follow Best Management Practices (BMPs), upland bufform(ention swules (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian counecliom. Such designated open space excludes walerbodes, lots, street rights of way, parking lots, impervious surfaces and active recreation areas including golf courses. Ali W ekiva Open Space Areas shall be restricted to prohibit ase of fertilizer and chemical applications, but may permit mechatical methods for routine maintenance. Rule 9J-5.003(84), F.A.C. [Weldva Parkimy and Protection Act (WPPA)r Ch. 369.32](3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or wetlands. The purpose of these swalas is to improv the water quality of the s(ominaterrunoff and ensure lint the swalo rills and exfulboles into the soil so that there is no sheet flaw into the lake or wetland This method of water quality improvement shall mimic the absorption and pollutant removal abigdes of a natural low spa in the topography and must follow accepted Best Management Practices (BMPs). Stormmmler mnoff from developed lands adjoining wetland;, lakes and/or floodplain areas limit be diverted towards swules, hold the mnofl* and then allow it to slo iy release into The soil column [Wekim Parkivay and Proteclian Act (WPPA): Ch. 369.321(31RS.] Section I. West Orange Trail "Intentionally Deleted" 0 an 1Jg22 SCALE tits DATE Jan 2016 SHEET LU -001 City of Ocoee Z Existing FLU 10' Landscape Buffer c Low Density Residential (May be adjusted toavoidar > Zoning existing trees) o R -1A -J B, ' t ropose Entrance Pavement width Silver Star Rd Centerline 4—_ an —__-_'!m�`�_==----_ "C_Y—_�"'�iit �'-•4 'I E Trac H— �frac�' n 'Openspace Tra,I lid TractD T�arLE 78' ------ I i I -,\Tract F' I I iI I� F — — � — — Dry Retention Pond City of Ocoee ((i'n I L — — J — — �,, > �aS4R Existing FLU it i ( — — J L — J \ — \ Orange County Low Density R lci-"1Lal ( I J �— r Existing FLU Zoning I — '— 9 I— —,'" L — — w� �, ow Density Residential R-1 AA ( I— I L _ J / \ \ �j \ (' �— ��, I Zoning -- l I L J IF — —i f F _1 `I_ i f I_' 1' L l i 1 +1� act0 RCE --- L � IL � I I I,I i I I I figl ---� N I b a Tot ot— — —j — — ?-- L L_ J LA - Ah JV -J L\�J L_ Passive Openspace I I I �I _ I I \ ' — J --- i Public Road ______ � Ill , r r c II ( \\\ \ � I Recreation@] Area I { I I I I I I I( I, I I }� I} I Developer to provide I I �y \ I J N/I( / Tot lot Lns J LJ LJ LJ t J LJ L/J L�1'L LLl L/ I— Oenspace i i j J DS6 _--Op n'space TractC ------_ I III------------- - I I ",— III --,-- I= I I � �♦ \\ I t / I I I I I I '�u� City of Ocoee Existing FLU Passive Openspace Low Density Residential Zoning R-1 AA Note: 1.Single Family Residential (The lots and improvements show on the Land Use Plan are conceptual and subject to Final Engineering Design. No development approvals are granted with respect to any Improvements by virtue of this Land Use Plan) 2, The site will be designed and constructed inaccordancewthft City of Ocoee Engineering Standards Manual. 3. The site Is land locked and will therefore have to retain all stormwater runoff on site and the stormwater system will be designedto handle the 1 00 -year stormwater eventwith a positive outfall to the FDOT system IngteSilver Star Road ROW. NORTH 60 0` 60 120 Dele SCALE 1"=69 DATE Jan 2016 SHEET LUP- 0 Tract Table lad. Itg tlJidevarm A Vol, Ap/tofmv cyefocat cyorowt t IDta Drt.'pe �CflpCt9t�tltOAt9 /NAIilPoKcf "Mewlts It�e — lauc�erYyfhopeftF— ArracGYlI Qfl9 M� QflA KIL ac4e J Mufe wte[ matwKY D V btC3e IF= fe optup" Aaoaau OD* Aft Aft 001) D IYcmu cryarotae cyofDcat E 17ttlfc3eTW/fXtttORupxt Dattenes Mt M.QD,9 IDeewrY AftWW.400 f Dylleltml fwO/W.V.4. Ir Mop up- tliit olMf A --e po19 MMeO�MY Arcetmt QOA 10' Landscape Buffer c JD! EroA�tralot AO�00.9 (May be adjusted to avoid a IaQt^.p -rWIMdal cymoeott existing trees)A`M.I �A I I�agtTmtJrmu eMeromee AMOAMOVA 51'HalfRWWidth 1M &—. IDltwtlY J aDYnkfVYybtuleff MfeeGfif 00A9 rawtp t on* Silver Star Rd Centerline 4—_ an —__-_'!m�`�_==----_ "C_Y—_�"'�iit �'-•4 'I E Trac H— �frac�' n 'Openspace Tra,I lid TractD T�arLE 78' ------ I i I -,\Tract F' I I iI I� F — — � — — Dry Retention Pond City of Ocoee ((i'n I L — — J — — �,, > �aS4R Existing FLU it i ( — — J L — J \ — \ Orange County Low Density R lci-"1Lal ( I J �— r Existing FLU Zoning I — '— 9 I— —,'" L — — w� �, ow Density Residential R-1 AA ( I— I L _ J / \ \ �j \ (' �— ��, I Zoning -- l I L J IF — —i f F _1 `I_ i f I_' 1' L l i 1 +1� act0 RCE --- L � IL � I I I,I i I I I figl ---� N I b a Tot ot— — —j — — ?-- L L_ J LA - Ah JV -J L\�J L_ Passive Openspace I I I �I _ I I \ ' — J --- i Public Road ______ � Ill , r r c II ( \\\ \ � I Recreation@] Area I { I I I I I I I( I, I I }� I} I Developer to provide I I �y \ I J N/I( / Tot lot Lns J LJ LJ LJ t J LJ L/J L�1'L LLl L/ I— Oenspace i i j J DS6 _--Op n'space TractC ------_ I III------------- - I I ",— III --,-- I= I I � �♦ \\ I t / I I I I I I '�u� City of Ocoee Existing FLU Passive Openspace Low Density Residential Zoning R-1 AA Note: 1.Single Family Residential (The lots and improvements show on the Land Use Plan are conceptual and subject to Final Engineering Design. No development approvals are granted with respect to any Improvements by virtue of this Land Use Plan) 2, The site will be designed and constructed inaccordancewthft City of Ocoee Engineering Standards Manual. 3. The site Is land locked and will therefore have to retain all stormwater runoff on site and the stormwater system will be designedto handle the 1 00 -year stormwater eventwith a positive outfall to the FDOT system IngteSilver Star Road ROW. NORTH 60 0` 60 120 Dele SCALE 1"=69 DATE Jan 2016 SHEET LUP- 0 '—"uncle rs%ry tees in (avoid overhead now e<rjstgs) — — —f—PmJed ID 10,1,1,11„w11to111w�Rw��y i � ®� Tract B TractD Project Entrance Project Sign Wall Landscape Beds Rr ,!Ir Exit Drive — Sidewalk Faux Pedestrian Gate to remain open 10' LS Buffer Aluminum Fence Masonry Columns Understory Trees 30' o.c (under powerfines) Solid Hedae 10' LS Buffer S' Precast Wap Underslory Trees 30' o.c (avoid overhead powerfines) Solid Hedge Sod I /—� NJ Lina MasonryWall and Columns FauxP remain In Median Gate to remain open P Median ELEVATION „^ GATED ENTRANCE SCALE: NIS Entrance Elevallons are conceptual in nature and may be adjusted during final plan development to adjust to specific site conditions Faux Vehide Gates to remain open at al (Imes cffR� ELEVATION O ALUMINUM FENCE SCALE: ins C16F'. WA A Aviv Sidewalk PRECAST WALL D SCALE: NTS 10' LANDSCAPE BUFFER ELEVATION PROJECT SIGN WALL G SCALE: NTS Project Sign WallElevations are conceptual In nature and may be adjusted during final plan development to adjust to specific site conditions SECTION F -F' PRECAST WALL BUFFER SECTION SCALE:. SECTION G -G' G ALUMINUM FENCE BUFFER SECTION SCALE: M 40 0' 40 So Ca DEC 4 2 J f PR 122 SCALE as noted DATE Jan 2016 SHEET LU A02 — Overhead Power Lines End Aluminum Fence End Precast Wal rgym— Begin Precast Wall Begin Aluminum Fence Tract C LAN VIEW rLANDSCAPE BUFFER Landscape Bufforplan is conceptualin natureand A may be adjusted during final plan development to adjust to SCALE: 1--W Specific site condions I /—� NJ Lina MasonryWall and Columns FauxP remain In Median Gate to remain open P Median ELEVATION „^ GATED ENTRANCE SCALE: NIS Entrance Elevallons are conceptual in nature and may be adjusted during final plan development to adjust to specific site conditions Faux Vehide Gates to remain open at al (Imes cffR� ELEVATION O ALUMINUM FENCE SCALE: ins C16F'. WA A Aviv Sidewalk PRECAST WALL D SCALE: NTS 10' LANDSCAPE BUFFER ELEVATION PROJECT SIGN WALL G SCALE: NTS Project Sign WallElevations are conceptual In nature and may be adjusted during final plan development to adjust to specific site conditions SECTION F -F' PRECAST WALL BUFFER SECTION SCALE:. SECTION G -G' G ALUMINUM FENCE BUFFER SECTION SCALE: M 40 0' 40 So Ca DEC 4 2 J f PR 122 SCALE as noted DATE Jan 2016 SHEET LU A02 DEC DEC 14 2016 xrnnrasr cnasn s mr a ,n >r Alp V1e P>!IX x°xuos P'a'p' Pa ,Be ''>af Ile=a .!b-' +9 _ CENTERUNE OF SURVEY. STATE ROAD 438. SIL4FR STAR ROAD LEGAL DESCRIPTION: - - - - i mum lever IM Ivl `� f,e,,,, 1°„ea� xom ue tr m ¢ Ve ur ne: - uv PRasrr xn eau ox u. sxr I >ano-xsss s �v-� n0. M em _ _ - - R/ iL OF ffdxW te-THE WEST 870 FEET OF LOT 14-1/2 OF LAKE .4 PARK HIGHLANDS, A SUBDIVISION OF SECTION 15, - - ' _ _ +e,„• ,„ TOWNSHIP 22 S OF RANGE 28 E., ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK F. PAGE 124, (LESS STATE ROAD RIGHT OF WAY ON sT mall Ran wan Ila Ir erx s w is Dens Ila - NORTH N89'5T00"E II>•�� NORTH ds LESS PART TAKEN FOR RIGHT OF WAY r e,r s PER 5892/0483), OF THE PUBLIC RECORDS OF - e r + w•+°a ORANGE COUNTY, FLORIDA. ore XJaI Xd'i.l>yx 119-- 1119�I1B----------------- p �ax xuan 120 LOT 100 I ( 1 f oo m xunes 121 ,�_..-�----,Xxa��w wxise �12� I° � 'I )2 121 x xulAo xlmvx � / ,`ja \ I� i z1NA1 om•aat � tae )? rax Ila �t LOT tot •r I I s# .1r ax er qx •Ir alx °^�•oRc er vex ,nye y rola 'ICW .� GRAPHIC SCALEwee �tY Tui nlR ep p5x �X t0 ?Qatq l'' : ° 2a 30 100 N a°I.'o/X °VFG Ir oat >+ ) x,merry xr tux Issto ' al`$Ibe qy .,p NX LOT 102 I I I op oat •r twc \ N �j3 I ete•o+r Lis bx GST UE IsUI.wao tFG RA r I to esw m). Pax r eT olx o1r, -= N------}-�- R b^ lr W oa' met set; PN£ •tlir ONt 2 I I ( SnE OF ICHLIMK /2 to 1 I! or TOP OF RON ROD k CM Itnn ELEV.-120.{4' N•�(u 8 W nnan i x,an or xwm POINT TABLE DESCRIPTION ELEVATION B-11 118.72 B-10 116.74 B-7 112.39 B-8 117.6664 B-12 123.0726 B-9 123.0351 B-5 122.9381 B-4 118.8079 B-3 119.7479 B-2 119,2311 B-1 120.0240 B-6 117.7778 111M.,. net w m LOT 103 B Xim>{ x121A1 (� w a "a,r tunt.p or ou out . r txVi I > I , o 6 •r nuc lLx m 16 1 Cv d II ire or net PHASE 1B I I LOT 104 lanes -31x,m.e x1)aBl 281 1 1 1. Bearings shown hereon are based on the North line of the SE 1/4 of the NW 1/4 of Section 15-22-28 as being N 89'56'08'E. ( an assumed W z Nn/ LL. bearing far angular designation only ) Q 2. There may be easements and restrictions of record and/or private agreements not famished to this surveyor or shown on this boundary survey LEGEND: that may affect property rights and/or land use rights of the subject property. F -X- Denotes chain link fence n to efr d 1!f I meY ReR eF KlY POI a ooa em. Prg ero'� lam I \ xlI ..v. uvu fin. hq I �� LOT r ) xnnm ))e�'\ xnanx 'r�xuan ly\nyt IT DIX �� oraut Inlvx \e Im,mi.+ IQ or VACbNq/ WOODED e r na N \`Sir W°r \-00,10-L Xelp LOT I I I I I I 91 1 Xim>{ x121A1 or- rnot I \ \ IIPA. LOT 105 -- (BI ~'° Is• wit, 0> o ,°,. ,0�ry tr a Ga I In. xf I 1 11 d• 1�7 fY 12 o1]'OAC r QV("11' oat X- - lx)AO °r nIK Xlfae) o sur utx two ------- J 'YI IY oat° Ixaex 1mo�mlrEr21'll 13x1.% ° Pte---'-'122-�"'/ I s>'Lml R a Nm w to pm mss eamn az z "U'"'•� r Rem mmR nr w F9"s________� L>A3-' i I i 121 121 �a '10.08 LOT 106 I I I t.,,--- tines t2 LOt2 LOT 48 r--� lanes LOT 47 1ea' LOT 46 LOT 45 Neim Ixe Q• *7-' dIiKIBIE' 0 „' nu t - - - - - - - xux xul.le I 'a L tlia W.R a.5 Os I OT J� SOE BENCF& /i Q' TOP IRON R00 k � I r awl uet EI.EKa117.63' 0 Ilam X11 - 1.V tr oAx,� rn to w ^ry V ,•,0�� e x ux two -0 I, LOT 7 I xnae. X110.n xn>m r all; a o I n7 x"'" -P fr lax xnan POINT OF BEGINNING >__ i+ LOT 44 1 I LOT 43 /1 LOT 13 } Ira. --------- -t I I I I I I 91 1 I TEMPLE GROVE ESTATES PHASE to I ituu/ I \ \ IIPA. I N110.1) I I 1 LOTtD7IRI I �� \ NOTES: �, \, I TEMPLE GROVE ESTATES PHASE 1B I I SURVEYOR'S I �, I I P.B. 31. PG. 281 1 1 1. Bearings shown hereon are based on the North line of the SE 1/4 of the NW 1/4 of Section 15-22-28 as being N 89'56'08'E. ( an assumed W z Nn/ LL. bearing far angular designation only ) Q 2. There may be easements and restrictions of record and/or private agreements not famished to this surveyor or shown on this boundary survey LEGEND: that may affect property rights and/or land use rights of the subject property. F -X- Denotes chain link fence 3. This Survey was performed with/without the benefit of -Insurance Title Commitment, prepared by First American Title Insurance Company, d -O- Denotes vinyl fence Commitment Number 2037-3481505(A), effective date December 3, 2015 0 B;DO A.M.. O //- Denotes wood fence 4. There are no exceptions In Section B2 of the title commitment that can be plotted. There ore no exceptions In Section 82 of the title Denotes masonry column commitment that are blanket in nature that on not be graphically shown. ® Denotes concrete 5. There may be environmental Issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the Denotes V curb and gutter with edge of pavement subject property not shown on this survey, s/° Denotes right-of-wa g y 6. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be refiled upon by any other entity or O -°- Denotes sign Individual whomsoever. -OU- Denotes overhead utility 7. This Survey Is not valid without the signature and original raised sent of a Florida licensed surveyor. and mapper, m Denotes electric box and / riser El Denotes telephone riser 8. Underground utilities and Improvements were not located, unless shown hereon. III Denotes centerline 9. Underground utilities shown hereon were located and marked by the individual utility companies. This surveyor only shows these above ground R/W Denotes right-of-way line markings as field located and Is not responsible for inaccurate and/or possible utilities not shown. LB. Denotes licensed business 10. Subject property shown hereon Is 4f Zane X, area determined to be outside the 0.2% annual chance floodplain, according to Flood Insurance Rate P.B. Denotes Plot Book Map panel number 12095CO210F, map date 9/24/2009. PG. Denotes page O.R. Denotes Official Records 11. Elevations shown hereon are based on NAVD8B, Orange County Benchmark number L904011, elevation being (18.43'. + Denotes Boring Locatime 12. Last date In Bald: 1/26/2016 LM LoOf Q� d rn C: G Aaag PIAT BtKK qB, PAtE ire LOT 6 ptxefD' o'x \\ `e• ,qm two: ' dx ,1ST 11611 11� ..Y a I------ �r Roto + ' 1wm id¢ -xnul F- - ra+t>:lee nr x rar Rel m. uo ns to dens LOT 12 fn- LOT 10 I LOU I LOT 8 '*ALLEN.' COMPANY 16 FAST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 654-5355 I I I I I I 91 1 I TEMPLE GROVE ESTATES PHASE to I I P.B. 29. PG.s 150 - 151 I s I Q SITE V0 W z Nn/ LL. j VICINITY MAP NOT TO SCALE '*ALLEN.' COMPANY 16 FAST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 654-5355 co 2 E n: e�E o Li EE It) ogg maJ€ Na 4-oxYAj>u�6E ta 9e6 U k M . E ffi E 13 8 � z In l7� �o s JOB / 20150527 DATE: 2/3/2016 SCALE: 1' = 50' CALC Bl? `LR FIELD BY: AH/DM DRAWN 8Y: DKH CHECKED BY. DM SHEET 1 OF 1 UJ Q W V0 W z Nn/ LL. < Q F o d W O O J = w Z 064 r Q 00 O Z w O m co 2 E n: e�E o Li EE It) ogg maJ€ Na 4-oxYAj>u�6E ta 9e6 U k M . E ffi E 13 8 � z In l7� �o s JOB / 20150527 DATE: 2/3/2016 SCALE: 1' = 50' CALC Bl? `LR FIELD BY: AH/DM DRAWN 8Y: DKH CHECKED BY. DM SHEET 1 OF 1 LFINAL_ SITE PLAN_^_' FOR OCOEE RESERVE (F.,K,A., SILVER STAR PD) LEGAL DESCRIPTION: THE WEST 870 FEET OF LOT 14-1/2 OF LAKE PARK HIGHLANDS, A SUBDIVISION OF SECTION 15, TOWNSHIP 22 S OF RANGE 28 E., ACCORDING TO THE PLATTHEREOF RECORDED IN PLAT BOOK F, PAGE 124, (LESS STATE ROAD RIGHT OF WAY ON NORTH & LESS PART TAKEN FOR RIGHT OF WAY PER 5892/0483), OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. INDEX OF SHEETS SHE:NO.ISSUE DATE REV. NO. REV. DATE SHEET NAME CO03/08/17 COVER SHEET SHE 03/08/17 BOUNDARY & TOPO SURVEY SHE 03/08/17 BOUNDARY & TOPO SURVEY SY-03/08/17 SYMBOLS AND ABBREVIATIONS NT -03/08/17 GENERAL NOTES NT -2 03/08/17 CONDITIONS OF APPROVAL ST -1 03/08/17 SITE PLAN UT -1 03/08/17 U11UTY PLAN DR -1 03/08/17 DRAINAGE PLAN GR -1 03/08/17 GRADING PLAN EP -1 03/08/17 ENVIRONMENTAL PROTECTION PLAN PP -1 03/08/17 PLAN AND PROFILE OS -1 03/08/17 OFFSITE UTILITY IMPROVEMENTS PLAN DT -1 03/08/17 CONSTRUCTION DETAILS DT -2 03/08/17 CONSTRUCTION DETAILS DT -3 03/08/17 CONSTRUCTION DETAILS CD -1 03/08/17 CITY OF OCOEE STANDARD DETAILS CD -2 03/08/17 CITY OF OCOEE STANDARD DETAILS CD -3 03/08/17 CITY OF OCOEE STANDARD DETAILS LS -1 03/08/17 LIFT STATION DETAILS LS -2 03/08/17 LIFT STATION DETAILS LS -3 03/08/17 LIFT STATION DETAILS c? putA Scq o OT,d V OreyltiAll Ave (4D SECTION 15, TOWNSHIP 22 SOUTH RANGE 28 EAST OCOEE, FLORIDA o PARCEL ID #: 15-22-28-4716-00-142 • AVEX HOMES 28 EAST WASHINGTON STREET ORLANDO, FLORIDA 32801 (407) 930-5800 MOORHEAD & STOKES, INC. 431 E. HORATIO AVENUE, SUITE 260 MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 FAX (407) 629-8336 0 PROJECT TEAM MEMBERS: OYMIER / APPLICANT AVEX HONES 28 EAST WASHINGTON STREET ORLANDO, FLORIDA 32801 PHONE, 407-930-5800 a[_0avd-p rk7WP.can ENGINEER MADDEN, MOORHEAD. & STOKES, INC. 431 E HORATIO AVE, SITE 280 MAITLAND, FLORIDA 32751 PHONE: 407-629-8330 bb.cM-a-ddan-eay.oam SURVEYOR ALLEN & COMPANY 16 EAST PLANT SF. WNTER GARDEN, FL 32801 PHONE 407-654-6385 jm Odlen-comDanyaam LANDSCAPE ARCHITECT QALY DES(71 CROUP 913 N. PENNSYLVAMA AVENUE WINTER PARI(, FLORIDA 32789 PHONE 407-740-7373 tddy6ddydadgn.aan GEOTECHNICAL ENGINEER UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. ORLANDO, FL 32811 PHONE 407-423-0504 Hdwt<ar Wnlvasalen9tisah9•ean VICINITY MAP UTILITY PROVIDERS: WATER / SENDER CITY OF OCOEE 1800 A.D. MIMS ROAD EE, OCOFLORIDA 34761 PNONE 407 -905-3159 ELECTRICITY L.TONYA WTWAMS DUKE ENERGY 3250 SONNETT CREEK ROAD LAKE BUENA VISTA, FLORIDA 32830 PHONE 407-936-6611 dd UdtW& k—gy— TELEPHONE THAI BRASCH AT&T 5100 STEM STREET ORLANDO, FLORIDA 32819 PHONE 321-480-9319 tb925.0att-- CABLE CARL MOORE SPECTRUM 2251 LUCIEN WAY MAITLAND. FLORIDA 32751 (407) 215-a258 carl.moasaNarta.axn OAS EEYERE T HOLMES LAKE APOPKA NATURAL GAS 1320 WINTER GARDEN VINELAND RD. WINTER GARDEN, FLORIDA 34787 4_01an9darg a E IF It n v C) n p G 0 d u..: uuot n J U - S �+�. F 7ilW4� Blake Ws! a � t U spa iieldm d x O SITE LLI4E JO(1)r3 Y__ v —_ 3iINa Star HJ K c? putA Scq o OT,d V OreyltiAll Ave (4D F Cacrinyham Cir !e UYY a E IF It n v C) n IN NAGE PIPE RCP S. INV. 101.08' �/ -"'•n �_ i:;` DRAINAGE STRUCTURE QaP WEIR ELEVATION=113.40' 94 BOTTOM OF STRUCTURE 1111=109.75'Pnw�imlai a d'�S E. INV.=(CAN NOT MEASURE) Naooem caaax tF far a fn UIQ PA0( NaaAms, P8 F. Pa 111 1�y •'Itaz4 - - a1±2 -+`:>'r - - - CENTERLINE 0 SUNY. STATE ROAD 438. SILzwVER STAR ROAD_ LEGAL DESCRIPTION: - - - _ sue soli wse fs � p° Nam us aP t� g / aP>1a -loo-U.- az o- - or xAr arm wn amv as or rw m NIY 1/a GF 9S:ilai 16-]Y]e NWTebe'E eM194 ,Y bF11eNf5 PARai. 114 a° weU M BOaf BGr. PNe bm ranee 6 Pa b 11� o- - - +pTHE WEST 870 FEET OF LOT 14-1/2 OF LAKE uan ,e4',., 11 t• ,,+/''`11-P.'� p'J9 a' ! ,+P' rt7a A• S - - - - _ PARK HIGHLANDS, A SUBDIVISION OF SECTION 15, TOWNSHIP 22 S OF RANGE 28 E., ACCORDING TO "+� '� "� '" �,• • - o„ - - THE PLAT THEREOF RECORDED IN PLAT BOOK F. 05 1gI SOLI Iiae %1I\ orae Xn>.eo ,� ziif-'�- mNm st na78446' lit=777=7 -7� PAGE 124, (LESS STATE ROAD RIGHT OF WAY ONr ma 6m u�o- OT-''L-�b - - - - + , I.s. nm rail- N89'57'00 E qtr '�`9u� mml uxs I Dx¢ NORTH & LESS PART TAKEN FOR RIGHT OF WAY r rax e---------.-.__NIPm P.onr. a.�f+earcr Na enu mMYv. asm uer==r _\_ �trr�a,P Ln�D�xr 17' PER 5892/0483), OF THE PUBLIC RECORDS OF - r = 1� �, pame...Puro __` -\ �.Iwn lr°"°"'°" p ^n DRAINAG6_PIPE s DRAINAGE STRUCTURE ORANGE COUNTY, FLORIDA. eta• \ LOCATION OF BURIED COMM1�nrl <4�\ �.` sq ^tt (SIZE CAN NOTzljE_DETERMINED]`...,\ I WEIR E VATION=106.96' 1mu ir[ , I la x2,1 §7a.X "'LINE--CWTI DUES INTO PROPERT�( `��._,,. rrr _�\ OTT)M of STRUCTURE INV=102.61' LOCATION OF BORIEL-COMW2-'H--'--� ' RCP N. INV.=(CAN NOT MEASURE) I oat LINE -CONTINUES INTO PROPERTY �' xnz7e 1 i r xna11 ozl �� -� p sri �Nu. rl, W I (CAN NOT MEASURE) LOT 100 I I 121. txi x1me4 zl----GZI\xx�a \Nt gym,\� '\� LOT 10 \_ xlAaea-iLl�"'��ittT� / \Stt.� xu7:T� �9(I xuan \ O(7 `I --------------_ xtzl.7s/�-.�'� xt7ael \ ultras/ �� x110.61 \ xaan O �cit.e4 xfll.to A k xiz1111 xtm41 `/ / xlm.to ! a ` r\ /` �� f*t (\ �- 1 z Iq�l etr outr o�� oe'aut 7 taut °ut IG \ sr ' ® LOT 101AI o1r----///✓✓/oma .R9 �� 3 or oexr oa or orx d z9 a' aw+-ua rwa' 6 2 elr OrX W I Y r jr nVt T � aa1xy02 I•e 60 ^ '� it ax IY IYt OIlf oa'ax ai out °Ir out n GRAPHIC SCALE �. I l0 or tVx irp auf . o° sir out `� \� to tn,n xttsez "'P b%1..� S 0_ a 25 50 loo 4 I mad t, Ir ax x1 'r xfA 0 or out xl to br n - +�---- ------ �r� \ VACANT/ W001 �� aI i ? ofrelrarx olrax o ED \ "9� �N7r Ina LOT 102 ' I 0 or out or ax \ ` er out __.,,\\` \LOT 8 Nil ,I{ et°• Er,Q nLL - I ;L "� rwsr tae a uxueo a tar Pts � IY ax SITE BENCHMARK In l as sea �1. PIa koer r out on, out TOP OF IRON ROD k CA;_ -� N_ N Ir°axaA rwdt 6M; PIJe aIr aNt r + sir aX E1fY.=117.6 I e' aVal leb( fiN X IeAe I �68� 7rN, OP OF 1IR01� ROD & CAP e nae xtnm 1t.as ,' i\ In I II I . or EI-Ev.=120.44' raX • \ �i e{(DNx1vm ray\i It tin W X bel j Xn or- oir a.1K XI)S0.l \` f elr xtms7 w N LOT 103 I out i� 1Y2 I;1 or- ` Ir axon r I I al °• In or" 01 BORING_ TABLE > °- F +r oxer yx o r m ora v I \A, DESCRIPTION ELEVATION -X I,Nj_ or - B -11 r 1t8f rtNa // 8-11 118.7211 CD `Y 9-10 116.7399 W m I B-7 112.3868 �O- (x o q LOT 7 8-8 117.6664 `8 B-72 123.0726 LOT 704 I F d x -I xfzv{ `"• xtvm I xnaw / B-9 123.0351 xlzg xlma u• auc x1i xnnz{ x".m B-5 122.9381 Xtra or ax oftl aut«v rax c` / _ a -to, 8-4 118.8079 I � � \ �I 1r orjc i.r f 17 / B-3 119.2311 ' I / B-2 119.2317 m\ ,rPaa elr 25 -aro ��a.YtX a oir ax :BEGINNING e °rax I, asses// B-1 120.0240 I ' Ila ,i B-6 117.7778 of • ue oP toric Gsrnro to P-1 120.8170 LOT 105 g .ol' Jxln.n POIN OF / ' r \ .j7 it auto / sir out o out iT' Onto Sar111M5r <ea'ff6 T s / P-2 120.3360 ,� tip' xla.n y ii• oub s n Axl Pur soot a P--- +mn/ LOT 6 P-1 S-1 120.9600 \ �4• n�}7 °°• °''x xtn.m °rax xtzssr a sax 15• °''x Izl.m K ale elY ,•Iz1 ' t -H UKK Nxa °er OIUf r (LAI! �4 ° /xI. \f r Vam fFxfE 7e oir ta• outauk; �\� ler ax,zo' ax i ze J 1r%m tY ONE fU1z fa OIX xlziz%�iR -- ILz rm!¢zv +, ]a• o / sal aP is pna \PiNa tafa6 nr s �,Itssax ratm maen -__ k,__„_,_� /moss % fanua out 1 stt 115�� - a I ti ue rota mmrn ay N. _,- - - a Lae it."so.aP a -------- _ rtz r s }Pwaan ars li .ILK 1 ss�zt �8`J56 08oWAavUf6Rixr----"-"' -' r� naso ffy f 840.97' / `.Pt> -°B s ream 1 r tram rrra xnam T 115117 E rtX¢ ua az s SEr ma sm ue ca t.s Mens I LOT 106 aFD1�C01dY8R LOT 49 1mm @1 LOT 48 I LOT 47 10.95 LOT 46 LOT 45 LOT 44 �I LOT 43 LOT 13 6 LOT 12 jtvan LOT 10 I _ L0011� I LOT 8 I /I x{tan I {mase nen 1 I I I 4+� •jr^ua�% 1ma4 � .,,�;(fvm / Ituaaf ` I I xffaao I I \ I 1Vnaa I I I I I I I I I SURVEYOR'S NOTES: Loi to7 al �� \\ I TEMPLE GROVE ESTATES PHASE 1B I I E I TEMPLE GROVE ESTATES PHASE 1A I! 1 P.B. 31. PG. 281 1 1 1 I P.B. 29. PG.s 150 - 151 I I 1. Bearings shown hereon are based on the North line of the SE 1/4 of the NW 1/4 of Section 15-22-28 as being N 89'56'08eE. ( an assumed S bearing for angular designation only ) W/ i LEGEND: 2. There may be easements and restrictions of record and/or private agreements not furnished to this surveyor or shown on this boundary survey W a that may affect property rights and/or land use rights of the subject property. -X- Denotes chain link fence 3. This Survey was performed with/without the benefit of an Insurance Title Commitment, prepared by First American Tltle Insurance Company, -0- Denotes vinyl fence Commitment Number 2037-3481505(A), effective date December 3, 2015 0 8:00 A.M.. //- Denotes wood fence Denotes masonry column 4. There are no exceptions in Section 82 of the title commitment that can be plotted. There are no exceptions In Section 82 of the title Li commitment that are blanket in nature that can not be graphically shown. V Denotes concrete 0 U) Denotes 2' curb and gutter with edge of pavement 5. There may be environmental Issues and/or other matters regulated by various Departments of Federal, State or Local Governments affecting the a o subject property not shown on this survey. 6/e' Denotes right-of-way 6. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall not be relied upon by any other entity or - Denotes sign Individual whomsoever. -ou- Denotes overhead utility 7. This Survey Is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. m Denotes electric box and / riser }O ® Denotes telephone riser B. Underground utilities and improvements were not located, unless shown hereon. q Denotes centerline 9. Underground utilities shown hereon were located and marked by the Individual utility companies. This surveyor only shows these above ground R/W Denotes right -of -Way line markings as field located and Is not responsible for Inaccurate and/or possible utilities not shown. L.B. Denotes licensed business Z P.B. Denotes Plot Book 10. Subject property shown hereon Is in Zone X, area determined to be outside the 0.2% annual chance floodplain, according to Flood Insurance Rate Map panel number 12095CO210F, map date 9/24/2009. PG. Denotes page O.R. Denotes Official Records 11. Elevations shown hereon are based on NAVD88, Orange County Benchmark number L904011, elevation being 88.43'. + Denotes Boring Locations 12. Last date In field: 1/26/2016 .\20150527\v'it�y.jpg VICINITY MAP NOT TO SCALE 0 a E `o cE O m 'Y a +� a n`F -� to m H a N 1, ooh ° .v=xle >o° tU 8 gc CLI mmm°t°°rn� S W/ i n W a U 00 13 U Q O w z CI Li O of O V U) 0 U) d 0 a o O W U I- z z O of o }O Q00 O Z w 0 m 0 a E `o cE O m 'Y a +� a n`F -� to m H a N 1, ooh ° .v=xle >o° tU 8 gc CLI mmm°t°°rn� z z rn �g W a 0 JOB / 20150574 DATE: 3/28/2016 SCALE: 1' - 50' CALC BY: 'ILR FIELD BY: AH/DM DRAWN BY: DKH CHECKED BY: DM SHEET 1 OF 2 S i n a 13 S z z rn �g W a 0 JOB / 20150574 DATE: 3/28/2016 SCALE: 1' - 50' CALC BY: 'ILR FIELD BY: AH/DM DRAWN BY: DKH CHECKED BY: DM SHEET 1 OF 2 END SECTION mun INV -117.25' -- /i / x,xm 1x80.8 31x13 1 CURB X1, TOP OF GRATE ELEV. 1 MITRED END SECTION/ 60'RCP INV -117.13' / ,x111 + CFWN LINK / / F CE LOCATION CURB INLET TOP OF GRATE ELEV-119.99' -- -- - -- u6w - „9M,�931 g0. Ib.aat''t re rd LOCATION OF BURIEQ EENf1 1 COMM1 LINE X Fr.tx 'an "w \ ,xex ixlea LOCATION OF + CATCH BASIN / / / R / t,.," BURIED COMM2 LINE LOT 100 TO OF GRATE ELEV. 121.39' f1.., /� 31x0.1 � � 136k1 1 I / 12416 DRAINAGE MANHOLE ,34x9 %13°'" RIM ELEV.=126.58' CURB INLET— ,mu TOP OF GRATE ELEV. 124.75' � tssil " X1xH / / tm6e trim � txm SI I ,ssm ,ssu \ CATCH BASIN TOP OF GRATE ELEV=126.69' 1m9z / / / /�--��> LOT 101 Iqqi 1x08 '1x11 LOCATION OF BURIED (CONTINUES SOUTH) pOMM1 & 2 LME 0— taxa x1— / MITRED END SECTION tmm f x,: 60'RCP INV. 114.21' HANDRAIL LOCATION t 31x81 s MITRED END SECTION CURB INLET TOP OF 1n.a1 / GRATE ELEV-128.87' 18'RCP INV.=117.5 NTs x,ri % 18'RCP INV. 125.62' MITRED END SECTION //Z�gaar +n•+a \ /xlxn — _ --r7 F1m,e rxs18"RCP INV =124.49' 9 A x, m �xm :z s 'r. __',mtz / �5, ` n 2 �--t0. ' � xlssn OMMt LOCATION oe ,xm CATCH BASIN xt� `2e, ` / CHAIN LINK �,t / IP RAP )P OF GRATE ELEV. 120.55'-;/X'�n\ 4u .a \/ FENCE LOCATION e wsso9 18" RCP INV. 117.95' �?.--� ' .m OMM2 LOCATION - xi x6 �.1-,£ - 70. ' .Q" `y,�47"_ 50 A '2 1 tk J0. ,mal GRAPHIC SCALE '1A0,a FORCE MAINIt 0 26 5o foo LOCATION OFxt„a. ss xm.x1�)??� LOCATION o M.tt— R, BURIED COMM3 LINE x txxxta URIED AT&T LOCATION y MITRED END SECTION , 18"RCP INV. 122.99' CURB INLET RIM ELEV.=128.95 ,mos=r.'"-QIP RAP LEGEND: 18'RCP INV. 124.10' 1 tmoa 1 ,xu —El— Denotes chain link fence MITRED END SECTION O �i `CCC?pig 30"RCP INV. 122.91' -x, / , -- Denotes vinyl fence x� Denotes wood fence law +mv r� / / / ❑ Denotes masonry column kt �/ / ® Denotes concrete ,a6e 31x80. / x2 'ext\' +mm OMM2 LOCATION Denotes 2' curb and gutter with edge of pavement Denotes sign ,xae 1x9.m ,x0..0.0. -W- Denotes overhead utility M Denotes electric box and / riser ,mu'1a - >s \ / p Denotes telephone riser 127 Denotes centerline m�-t-n-.e,� 'n 2 CHAIN NK \ 1/ R/W Denotes right-of-way line a 127--- Sian CE \ L.B. Denotes licensed business x LOCATION xixle \ P.B. Denotes Plat Book ,x.n usu xlmex zn DRAINAGE MANHOLE � PG. Denotes page RIM ELEV. 128.30' 9 18 -RCP INV. (WEST)=121.64 x,mn O.R. Denotes Official Records 18 -RCP INV. (EAST)=121.59' MITRED END SECTION -UE- Denotes Underground Electric 30'RCP INV=117.83' / �s � Denotes Light Pole `O-+ Denotes Utility Pole xr." / C/0 Denotes Sanitary Cleanout MITRED END SECTION usn., / / \ / / E— Denotes Electric Pole Guy Wire 30'RCP INV. 117.25' ,m90 / / , GUY wRE x— Xtm92 3,x16 1mu / MITRED END SECTIO / 60'RCP INV. 117.13' x16 N O �o N 0 JOB / 20150574 DATE: 3/28/2016 SCALE; 1' - 50' CALC BY: ,RR FIELD BY: AH/DM DRAWN BY: DKH CHECKED BY: DM SHEET 2 OF 2 W N Q 00 04 Q W 9¢ ry0 O (� `-'1IV tQ }O L- O O Z W a O J Z Z O O }O Q00 O Z LLI N O m N O �o N 0 JOB / 20150574 DATE: 3/28/2016 SCALE; 1' - 50' CALC BY: ,RR FIELD BY: AH/DM DRAWN BY: DKH CHECKED BY: DM SHEET 2 OF 2 ABBREVIATIONS „ BLOWOFF BACK OF CURB GM GPO BOT BRC A AB AREA ANCHOR BOLT FNACF FD FRAME AND COVER FLOOR GRAN ABD AC ABANDONED) AGRE(SI MOT FDN FOUNDATION FLORIDA DEPARTMENT AC -FT ACP ACRE fFOOT/FEET ASBESTOS CEMENT RPE FF OF TRANSPORTATION ORFINISHED FLOOR ADD L ADT AODIIIONAL AVERAGE DAILY TRAFFIC FG FN FINISHED GRADE FIRE HYDRANT AL ALT ALUMINUM ALTERNATE Fee FIG FURNISH AND INSTALL FIGURE AM AMP BEFORE NOON AMPERES) FN FIT HNISHED FITTING APPROX ARV APPROXIMATE NR RELEASE VALVEFUR FL FENCE UNE FLOOR ARCO ASPH Aft RELEASE VACUUM VALVE ASPHALT FLEX FLG FLEHILE FLANGE ASSY AVE ASSEMBLY AVENUE FM FN O FORCE MAIN FOUND AVG AZ n AVERAGE A.M. FF H FPM FPS FEET PER HOUR FEET PER MINUTE FEET PER SECOND BO BOC BLOWOFF BACK OF CURB GM GPO BOT BRC BOTTOM BEARING GPM GPM BS BV BOTTOM OF SLOPE BUTTERFLY VALVE GPS GR GRD C MHC GSP GV CAP CAPACITY GV&e CB CC CATCH BASH CEN TO CENTER GW GWF CEM CEMENT L CF CFM CUBIC FEET CUBIC FEET PER MINUTE I HB CFS C&G CU 0 FEET PER SECOND CURB AND GUTTER HOPE HOW O qP CAST IRON CAST IRON PIPE HOA H CJ CA CONSTRUCTION JOINT CENTER UNE HP MR CLP CUR CONCRETE LIGHT POLE CLEAR/CLEARANCE HT HW W CLASS CONCRETE MONUMENTHOLY HK CMP CORRUGATED METAL PIPE HYD CM CNDA CORRUGATED METAL PIPE ARCH EQUIP EWIV CO. COUNTY I- 4 CO COI. CLEANOUT COLUMN IA IO COMP CONC COMPLETE CONCRETE IF N CONN CONST CONNECTION CONSTRUCTION) INL NS CONT COORD CONlNU.S COORDINATE(S) INST N COR CPLG CORNER COU LEND N NT CPP CS CONCRETE POWER POLE CONTROL STRUCTURE INV CTG COATING SH SHGWT CTR CTV CENTER CABLE TELENSW JB JOT CULV CY CULVERT CUBIC YARD 47 JT CYL CYMNBER I D SW ARE FOOT/FEET SQUARE YARD(S) L DBLDOUBLE Ss ST LAT DEG OR DEFT. DEGREE DEFIECT(ION) LAIL LH DEPT BET DEPARTMENT DETAIL LF LG OHWL DI DESIGN HIGH WATER LEVEL DUCTILE IRON LIM LP DA DIAMETER LONC DAG DIM DIAGONAL DIMENSON LT LWL IN DISCH DUCIlLE CR DISCHARGEW PIPE TANGENT DST OMH DISTANCE DROP MANHOLE MAINT MAIL IS PER DAY NS PER HOUR IS PER MINUTE IS PER SECOND RAIL D/CRADE GZED STFA.l. PIPE IALVE IALVE AND BOX BE D WATER TABLE 689 ENSTY POLYETHYLENE ARE 7YNERS ASSOCIATION NTAL ,"ER ALL AIM LEVEL ,Y JUC TATE HIGHWAY ECRON ANGLE DIAMETER FEET/FOOT DWO DWY DRAWNG .AlOI ME MFR MITERED END MANUFACTURER E POINT OF COMPOUND CURVATURE POLYETHYLENE HPE MG MMILUON ANHOLE GALLONS PER DAY E EAST MHC MANHOLE COVER EA EC EACH EDGE OF CONCRETE MHWL MI MEAN HIGH WATER LEVEL MINIMUM ED EF ENERGY DISSIPATOR EACH FACE MISC MJ MISCELANEWS MECHANICAL JONT EFT EFFLUENT MLP METAL EIGHT POLE EG Ea EXISTING GRADE EASEMENT LINE MLWL MON MEAN LOW WATER LEVEL MONUMENT ETH ELEC ELBOW ELECTRIC MRN Ms. MILES PER HOUR MEAN SEA LEVEL ELEV PP ELEVATION ELUPSEMEElU KCAL MTO^I MOUNTING p ENG ENgNEER (ING) NAWTH NORIN ECP EQ EDGE OF PAWMENT EQUAL/EQUATION N NA NORTH NOT APPLICABLE EQUIP EWIV EQUIPMENT EQUIVALENT NRC NE NAIL AND CAP NORTHEAST EDAT EST EASEMENT ESTIMATE NO NICNOTIN NATURAL GROUND CONTRACT EW EACH WAY N0 OR / NUMBER EW. EXC EN WALL EXCAVATE/EXCAVATION NW NIS NOMINAL NOT TO SCALE EXIST EEXP XT EIDSTNG EXTENDS ON NW NWLn NORTHWEST NORMAL WATER LEVEL r SANITARY PC POINT OF CURVATURE PCC PEP POINT OF COMPOUND CURVATURE POLYETHYLENE HPE PFGP PROFILE GRADE POINT POINT PP A POB UTERSECTION PROPERTYNE PONT OF BEGINNING POJ PUSH ON DINT PP PRPHONE POWflR POLE RISER PRC POINT OF REVERSE CURVATURE PRE55 PROD PRESSURE PROJECT PROP PROPOSED PRVC PSF POINT OF REVERSE VERTICAL CURVE PONDS PER SQUARE FOOT PSI PT POUNDS PER SQUARE INCH POINT OF TANGENCY PVC PLAIT POLYVINYL CHLORIDE PAVEOAENT PWA POWER � CABLE TELEVISION Q FLOW RATE R (� MITERED END R RADIUS RCP RCPA REINFORCED CONCRETE PIPE RBNFCRCED CONCRETE PIPE ARCH RD ROY R AD ROADWAY RED REF REDUCER REFERENCE RBNF REINFORCE(-) REDD REV REWIRED REVISE/REVISON RPM REVOUTIONS PER MINUTE RR RT RAILROAD RIGHT RV R/W RELIEF VALVE RIGHT -CF -WAY RWM REUSE WATER NAW t 8• MAPLE TREE 901 24 S SOU H SAN SB SANITARY SEINER SPLASH BLOC( S SO SCHEDULE SDE DRAN SDN SHELF DRAIN SE SEC SOUTHEAST SECONDS SECT SECTION SH SHGWT SHEET SEASONAL HIGH GROUND WATER TABLE SIN S SMILAR SETBACK LINE S/L SN SLOPE SHEET METAL SPEC SPECIFlCATION(S) SQ SQ IN SW ARE SQUARE INCHES) Sp FT SQ YD SW ARE FOOT/FEET SQUARE YARD(S) SR STATE ROAD Ss ST STAINLESS STEEL STREET STA STATION SID SIL STANDARD SIEEI_ 51R STS STRUCTURE STORM SEWER SUP SUSP SUPPORT SUSPENO/SUSPEN9ON SVC SW SERVICE SOUTHWEST SOUK SYM SIDEWALK SYMBO{S) SYS sr5 SYsYSroETRICAL A T ® T TANGENT TB T&B TURFBLOCK TOP AND BOTTOM Tam TEMPORARY RENCH MARK TC ID TIME OF CONCENTRATION TRENCH DRAIN TDH TECH TOTAL DYNAMIC HEAD TECHNIgAN/TECHNICAL TEMP R 1FJAPORARV TERMINAL LAMPHOLE TOB TOP OF BANK TOC TOS TOP OF CURB TOE OF SLOPE TO TS TOTAL TOP OF SLOPE OP P OPPOSTE ORCP OVAL REI FORCED CONCRETE PIPE 05 OUTFALL STRUCTURE OVFL OVERFLOW OVND OVERHEAD WWF WEDDED WRE FABRIC WWM WELDED WRE MESH Y YD YARD YR YEAR MISC & AND OAT A DELTA EXISTING SYMBOLS LINES SANITARY CENTER UNE �' BUILDING UNE WIRE FENCE=�FS CONTOURS '- --— — CHAIN LINK FENCE ��I1—��,1�1�� RAILROAD TRACKS WOOD FENCE GAS GAS MAIN —'—'°----'-- GUARDRAIL ISE UNDERGROUND Ex, V8d WATER MAIN PVC PIPE IXI ELECTRIC EXISTING PLATS —UCT— UNDERGROUND FIRE HYDRANT TELEPHONE P�-------^-�_=-�-a RETAINING WALL OVERHEAD R/W ELECTRIC RIGHT-OF-WAY LINE _— rr„-. OVERHEAD STORM DRAIN TELEPHONE SHORELINE GTV UNDERGROUND MOT TYPE 1 INLET CABLE TELEVISION ---_---- SWALE EASEMENT PROPOSED SYMBOLS LINES SANITARY 100 LF STS 24 HDPE 0 0.207 CONSERVATION 4s) SANITARY SEWER LINE Ex RI — FORCE MAIN BSB O CLEANOUT O MANHOLE ° o— CHAIN LINK FENCE WATER & REUSE WATER "- CONTOUR Ex, V8d WATER MAIN PVC PIPE IXI WATER VALVE ® Ex, Rid REUSE WATER MAIN FIRE HYDRANT z x — FENCE AFH GUARDRAIL - 1 y�� BACKFLOW PREVENTOR n WATER METER PAL PROPERTY LINE STORM DRAIN RETAINING WALL VIIIIIIIIIIIIIIIIII STORM SEWER MOT TYPE 1 INLET RIGHT-OF-WAY UNE co MANHOLE �� MOT TYPE 2 INLET — (� MITERED END MOT TYPE 3 INLET SWALE ❑ STORM INLET Z_\ MOT TYPE 4 INLET MOT TYPE 6 INLET o FOOT TYPE 5 INLET SPOT ELEVATION HIGHWAY & UTILITIES �► BENCHMARK --(D) GUY POLE BRICK PAVERS CLEANOUT l T DOUBLE SANITARY 0 RECOVERED 4x4 CM �-)' WOOD UTILITY POLE DIRT ROAD El �-� CONCRETE UTILITY POLE t 8• MAPLE TREE 901 24 SET 4x4 (MI WATER & REUSE WATER x7 ELECTRIC MANHOLE (o,} 8. OAK TREE SET IRON ROD F I 11 1/2' BEND u -J TELEPHONE MANHOLE 8' PINE TREE R' RECOVERED IRON ROD j1 90' BEND III TELEPHONE RISER CONCRETE il`; 8' PALM TREE IT) ELECTRIC BOX / TRANSFORMER C� 8' MISC. TREE CHECK VALVE -NN- DOUBLE DETECTOR .'20 COUNTY ROADS "�'�i WELL C9� INTERSTATE ROADS MONITORING WELL SERVICE ►t STATE ROADS P DUMPSTER FIRE HYDRANT WOOD AND/OR METAL "5 RR CROSSING SIGN LIGHT PaEt METER D RR CROSSING GATE O BLOWOFF CONCRETE LIGHT POLE BACKFLOW TRAFFIC SIGNAL POLE ® r YARD LIGHT UNDERDRAIN CEANOUT SATELLITE DISH ■ ■ --m-- MISCELLANEOUS SIGN WATER SERVICE 16 15 GUY WIRE 21 22 SECTION CORNER �. HANDICAP PARKING ED E OF PAVEMENT W0 CURB GP.sn SPOT ELEVATION O PAVEMENT Wr PROPOSED SYMBOLS LINES 100 LF STS 24 HP ® 0.20% BOUNDARY 100 LF STS 24 HDPE 0 0.207 CONSERVATION N. T. S. SETBACK BSB z CENTER LINE —o ° o— CHAIN LINK FENCE Q7 "- CONTOUR 80 MOT INLET TYPE 1 ® EASEMENT — x z x — FENCE A GUARDRAIL - LOT UNE A6 PAL PROPERTY LINE T� RETAINING WALL VIIIIIIIIIIIIIIIIII R/W • RIGHT-OF-WAY UNE • SETBACK LINE — SHOREUNE SWALE 2I TREE LINE SANITARY 100 LF SAN 8 PVC 0.409. 100 UNEAR FEET SPOT ELEVATION SANITARY 8' PVC �► PIPE O 0.40% SLOPI CLEANOUT l T DOUBLE SANITARY SERVICE FORCE MAIN PVC PIPE 901 24 MANHOLE WATER & REUSE WATER WATER MAIN PVC OR DIP PIIPE F I 11 1/2' BEND �.{ 22 1/2' BEND 45' BEND j1 90' BEND FTi TEE CROSS —rf-- CHECK VALVE -NN- DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SERVICE ►t GATE VALVE FIRE HYDRANT © METER D REDUCER O BLOWOFF GNNO BACKFLOW PREVENTER ® SAMPLE POINT O UNDERDRAIN CEANOUT RECLAIM WATER MAIN ■ ■ DOUBLE REUSE �T WATER SERVICE 100 LF STS 24 HP ® 0.20% POLYPROPYLENE PIPE O 0.2OX 100 LF STS 24 HDPE 0 0.207 IOU LINEAR FEET STORM PIPE 24 HIGH DENSITY N. T. S. POLYPROPYLENE PIPE O 0.207. BSB UNDERORAIN 6' HDPE PIPE - - DRAINAGE FLOW DIRECTION 520 COUNTY ROADS MA MOT INLET TYPE 1 ® DUMPSTER PAD 0,101110 MOT INLET TYPE 2 A W/ FHA LOT TYPE - MOT INLET TYPE 3 A6 MOT INLET TYPE 4 T� FOOT INLET TYPE 5 VIIIIIIIIIIIIIIIIII MOT INLET TYPE 6 • MANHOLE 16; is 15 MITERED END SECTION SLOPE DIRECTION ARROW 2I FOR POND SIDE SLOPE 50 0000.00 SPOT ELEVATION ILA STORM INLET HIGHWAY & UTILITIES N. T. S. BOUND CORNER BSB DRAWN BY: BSB CONCRETE 520 COUNTY ROADS 901 24 DETAIL REFERENCE ® DUMPSTER PAD FF=98.76 FINISHED FLOOR ELEVATION TYPE A W/ FHA LOT TYPE - GUY POLE q® HANDICAP PARKING 95 INTERSTATE ROADS UGIT POLE -o--o'Y- -o- SIGNS 16; is 15 SECTION CORNER 2I 50 STATE ROADS cDcX0000 SILT FENCE �► TRAFFIC FLOW PAVEMENT MARKING UTILITY POLE BLDG OR STRUCTURE TYPE F CURB & GUTTER MIAMI CURB 901 24 CROSS SECTION DETAIL 4 MN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Mailand, Florida 32751 (407) 629-8330 E Jpg 0 17009 g DAIS 03/08/2017 SCALE: N. T. S. DESIGNED BY: BSB DRAWN BY: BSB APPROVED ay.,BSB WATER 1. THE CONTRACTOR SHALL LAY THE WATER UNE AND SERVICES A MINIMUM OF THREE (3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE 2. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS WHERE POSSIBLE. 3, SEPARATION REQUIREMENTS: (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS' WASiEWATFR OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE O" THE WATER MAIN AND THE OUTSIDE OF ANY EXISTNG OR PROPOSED STORM SEWER, STDRMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART IN OF CHAPTER 62-610, F.A.C. (8) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EMS71NO OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, WE BETEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ORPROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED LANDER PART 16 Of CHAPTER 82-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE WD TO PROVIDE A HORIZONTAL INSTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM' AS DEINM IN SECTION 381.0065(2), ES, AND RULE 64E-6.002, F.A.C. (2) VER CAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND OR STORM SEWERS, WASTEWATER OR STORAMWATER FORCE MAINS,. AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE WO SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPEIJNE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (8) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WALL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART IN OF CHAPTER 62-610, EAC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE -TWE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART IN OF CHAPTER 62-610, EAC. 4. ALL PUBLIC WATER MAIN SHALL BE DIP PER THE ENGINEERING STANDARDS MANUAL S. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, 1995 EDITION. 6. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4' INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. 7. THE CONTRACTOR SHALL NOTIFY CITY OF OCOEE A MINIMUM OF 48 HOURS (2 FULL WOIRIONC DA75) IN ADVANCE TO SCHEDULE INSPECTIONS FOR TAPPING.DISINFECTION, PRESSURE TESTING, ETC, S. MADDEN, MOORHEAD h STORES INC. SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING OF THE WATER LINES, PHONE (407) 629-8330. 9. ALL NEW WATER MAINS SHALL BE PURGED OF CONTAMINANTS BY MEANS OF A FULL PRESSURE, FULL DIAMETER FLUSH. CONTRACTOR TO PROVIDE A POINTS AND METHOD FLUSHING PLAN TO CITY OF OCOEE FOR APPROVAL 10. THE CONTRACTOR SHALL SUPPLY COMPLETE 'AS -BUILT' INFORMATION RELATIVE TO LOCATION CF ALL WATER LINES AND SERVICES THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER UNE CONSTRUCTION, AND IN ACCORDANCE WITH SECTION 3 OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL 11. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE ENGINEERS OPTION AND THE CONTRACTOR'S EXPENSE 12. WATER SERVICE PROVIDED BY CITY CE OCOEE 13. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TD ANY COMBUSTIBLE CONSTRUCTION, ( IE FIRE FLOW TEST SHALL BE PERFORMED) FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE. FIRE FLOW WILL BE A MINIMUM OF 1,000 GPM WITH 20 P.S.I. FIRE HYDRANTS SHALL BE LOCATED ACCORDING TO CITY OF OCOEE REGULATIONS PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND CITY OF OCOEE SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE DRAINAGE PUN. 2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WIN F.D.O.T. 'STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTON' AND CITY OF OCOEE SPECIFICATIONS. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISIING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RE1071M PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SHE 6. SOIL BORINGS AND SOL ENGNETERING SERVICES HAVE BEEN PROVIDED BY UNIVERSAL ENGINEERING SCIENCES, INC., AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOIL REPORTS 7. THE STE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVEO OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE 8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER FORTY-EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SUPERVISING ENGINEER IF A PAVEMENT OR FOUNDATION STAKE 15 DISTURBED. 10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT. 11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE- 12. ONCRETE12. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000 P.S.I. 13, ALL SIDEWALK WIDTHS SHALL BE AS NOTE) AND SHALL HAVE 1' DEE' CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN. SIDEWALK CROSS SLOPES SHALL BE 20% MINIMUM LENGTH OF SIDEWALK SECTION SHALL BE 20'. 14. PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRUCTION WITHIN THE OTHER PHASES THAT IS DEEMED NECESSARY. 15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO CITY OF OCOEE AS SOON AS THEY ARE GENERATED. CLEARANCE FROM CITY OF OCOEE SHALL BE RECEIVED PRIOR TO PAYING. 16. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OCOEE REQUIREMENTS FOR INSPECTION AND TESTING 17. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 18. ALL TRAFFIC CONTROL SIGNS, MARKINGS AND STREET NAME SIGNS ARE TO CONFORM TO F.D.O.T. AND ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CITY OF OCOEE LDC. AND CITY OF OCOEE CODES 19. REGULATORY SONS AND MARIONGS SHALL BE IN PUCE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE CE PAVEMENT UNLESS OTHERWISE NOTED. 21. UMEROCK BASE COURSE SHALL NOT BE CONSTRUCTED UNTIL AFTER SUBGRADE CONSTRUCTION BEEN ON HAS BECOMPLETED AND REQUIRED SUSGRADE TEST RESULTS HAVE BEEN SUBMITTED AND APPROVED BY THE CITY ENGINEER. 22. THE FINISHED BASE COURSE SHALL BE PRIMED WITHOUT DELAY, PROTECTED FROM HEAVY TRAFFIC AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE. 23. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THIRTY (30) DAYS AFTER COMPLETION. 24. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. 25. ALL HOPE PIPE SHALL BE ADS WATERTIGHT PIPE OR EQUIVALENT. 26. STORMWATER DRAINAGE AND STORMWATER MANAGEMENT SHALL BE ACCORDING TO CITY OF OCOEE'S REGULATIONS I. ALL CONSTRUCHON WORK SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF OCOEE ENONEERiNC STANDARDS MANUAL @ THE F.D.O.T. 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' ADOPTED IN 1991 BY THE STATE OF FLORIDA AND ALL SUPPLEMENTS THERETO, AND THE 'ROADWAY TRAFFIC DESIGN STANDARDS', WHICHEVER IS MORE STRINGENT. 2. THE LOCATIONS OF EMSTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS UNES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, TI{E ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN CN THESE PLANS. 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT GINEER. IT SHALL BE THE PiERMIITTS REQUIRED FOR CONSTRUCTION PURRPOSES.ARY D ALL NEEDED LICENSES AND 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR IS DIRECTED TO NOTIFY MADDEN, MOORHEAD h STOKES, INC, PHONE (4077 829-8330, FOR PROBLEMS REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES ETC., UNLESS OTHERWISE NOTED. ALL SOL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE STE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. B. THE CONTRACTOR SHALL PROTECT ALL OUSTING STRUCTURES AND UTILITIES NOTED TO REMAIN FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPINY. THE CONTRACTOR WALL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE UMTS OF CONSTRUCTION. 10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCAUNG FROM THESE PLANS. 11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE [WITH 'MANUAL UNIFORM ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS BY FDI.OT AND CTYEDOF OCOEEUSTANDARRDSRANIgSPECIFFIICATIIGN&.DUNS AS PUBLISHED 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND CITY OF GCOEE F.D.O.T., AND CITY OF OCOEE APPROVED PROCEDURES, 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION, 16. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OCOEE REQUIREMENTS FOR INSPECTION AND TESTING. 16. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT. 17. TOPOGRAPHY PROVIDED BY ALLEN 8 COMANY, INC 18 SANITARY SEWER SERVICE PROVIDED BY THE CITY OF OCOEE. 19. ALL NEW UTUTIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE STE MUST BE INSTALLED UNDERGROUND. 20. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO MARKING DAYS PRIOR TO EXCAVATION. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNCONDUIT OUTRA FIC SIGNALS, ANCLUDING O CABINETSMANYY ITEMS ER LOOP AGED BY THHESCPOULL .TTRA00RRM WILL BE RESTORED TO THEM ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE CITY TRAFFIC ENGINEER. SANITARY SEWER 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. WHEN MINIMUM SEPARATION CANNOT BE MAINTAINED BETWEEN WATER AND GRAVITY SEWER, THE SEWER SHALL BE UPGRADED TO C-900, DR18 AND PRESSURE TESTED TO 150 PSI. 3. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/LATERALS AND WATER MAINS/LATERALS, SEE WATER NOTES 3 k 4. 4. WHERE S REPORT INDICATES THE POSSIBILITY OF UNEATABLE MATERIAL IN THE SANITARY LINE EXTENT OF THIS NIAMEIIAL, PREPARE AND EWE RR UNE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL 5. MADDEN, MOORHEAD k STOKES. INC, SHALL BE NOTIFIED A MINIMUM OF 48 HOURS f2 FULL WCMKINO DAYS PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY S PHONE (407) 629-8330. 6. INTMYEER RIM !ELEVTOR ATIONS,ALL GULOCATION�OF MANHOARLES AND LENGTHS INFORMATION OPIPE U7 TO SHALL E LOCATED FROM THE CENTERUNE OF THE NEAREST DOWNSTREAM MANHOLE THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITIBN 7WD 2 WEEKS OF COMPLETION OF SEWER CONSIRUCTON, AND IAN ACCORDPNCE YATXi SEC 3 OF CITY OF OCOE ENGINEERING STANDARDS MANUAL 7, CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF PAVEMENT BASE MATERIAL 8 MINIMUM SLOPE ON ALL 8' SANITARY SEWER GRAVITY MAINS TO BE 0.40L 9. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN 'S' INTO THE CURB. 10. AIR RELEASE VAVES SHALL BE REWIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 11. UTILITY CROSSINGS USING CASING PIPES FOR THE JACK AND BORES TO HAVE AN ADDITIONAL 6 -FOOT BEYOND PAVEMENT ON EACH SIDE FOR ALL CARRIER PIPES UNDER PRESSURE TRANSPORTING ANY LIQUID. 1. EXCAVATING CAUTIOUSLY THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN THE PROXIMITY OF WASTEWATER FORCE MAINS AND GRAVITY SEWERS FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FETID VERIFYING EXISTING UTILITY LOCATIONS 2. TELEPHONE NOTIFICATION THE CITY OF OCOEE DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR WATER MAIN BREAK OR DAMAGE 3. REPAIR IMMEDIATELY ALL DAMAGE TO CITY OF OCOEE'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER. AS DETERMINED BY THE CITY OF OCOEE UTILITIES INSPECTOR, QTY OF OCOEE MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR REPAIRS Q4. CITY OF OCOEE UTILITIES DEPARTMENT GENERAL TEI.EPHO.E NUMBERS: CITY OF OCOEE UTILITIES MAIN OFFICE - (407) 905-3159 CITY OF OC ENGINEERING INSPECTOR - (40 7) 905-3100 >< 1510 5. ADVANCE NOTIFICATION OF CONSTRUCTION THE CITY OF OCOEE UTUTIES CONSTRUCTION SECTION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ADVANCE NOTIFICATION OF PENDING CONNECTION THE CITY OF OCOEE WATER DIVISION AND CITY OF OCOEE WASTEWATER OVISON SHALL BE NOTIFIED AT LEAST (7) DAYS IN ADVANCE TO SCHEDULE MAIN TE -INS AND VALVE OPERATIONS 7. OPERATION OF CITY OF OCOEE VALVES WATER, WA5IEY/A1ER, AND REUSE VALVES ARE TO 8E OPERATED ONLY BY CITY OF DCOEE UTILITIES INSPECTOR. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED WRING CONSTRUCTION, 8. OPERATION OF CITY OF OCOEE PUMP STATION THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN ON CTROL WITH AN CITY OF OCOEE UTILITIES INSPECTOR. MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue SUN. 260 M9TW5Florida 32751 (407) 629-8330 O Ew W f z W J I L9 w W wW 0 0� LA0 O 0 U NT -1 N 0<m ��a I z � m 3�g x Dov \W N `fin 1 d n 6 x U U z m 3 N $ Z Z � CI MCF5 m O Bg�I E N g O_ SN .. 41 n M>: n Q B � F JOB 17009 DATE 03/08/2017 SCALE N.T.S. DESIGNED BY: BSB j DRAWN BYI BSB z NT -1 Section A. Dinners! 1. The City of 0-, Eled& (the "City") is subject to the terms, pmvisiow and restrictions of Florida Statutes, Chapter 163, eoneeming momtorin on the issuance of building permits under eunoia ci,om laces -fie City has no lawful authority to exempt any private entity or itself fmm the application of such stat, legislation and nothing herein shall be enestmel m such en..empties. 2. Tbis p feet shall be it., el,ped in t phase. 3. Each phase of the pmjeet will stand on its oxo with respect to public =nicer (serer, rater, nmar - termarso men4 use. and other related services). 4. Except as specifically noted on this plop, do, lopromn of the property shall be coo n,romt with the requirements of the City of Ocoee Code of Ordinances (the "Code'), o Weir Code includes Chapter 180, the City of Ocoee Lana Development Code (the "Land Development Cnde"). 5. Nothing herein shall be c,,,tm,d to wait-, any prosision of the Land Development Code except to the extent espmrsly set foah on n rei- table or eeplienly set not on the plan. 6. Any damage caused to any public streets as a result of the construction nctitifies related to the project shalt be pmmptly repaired by the oxr<r to the applicable g-mmental standards at the Owner's sole <o andespeu e ce a meed locations 7. Tfiere shell be no access firm the property to any public strewm es"pi at thepp shoxv on the approved Feel Subdivision PlanrFinal sae Plan. 8. All existing sr-ones(imluding buildings, pox lines, esisting .,aid and utility facilities) vithin the property boundaries rill be removed andlor terminated prior to or doing c ,am,fion of the development repleeing those u=s. % D,veloproent of this property is subject to that certain Development Reeords Agreemenof D c'al Recoils nook . Pauic oared nn. recorded to m t _ ge . Pbl Orange Conary, Florida. 10. All legal instruments including, but smt limited to (i) deelamtions of covenants, easements and restricfims for the pmpeay; (ii) articles of i ... Moran— sad bylmts of the property oxn,rt association (the "Aasnclaaon"}. and (iii) -my deed, eamormts and bill of sal, doemnears to nndlor the SL Johns River Water Man eorml District the RIVINI ") s the City, the County ag ("S1Rwlm") shall be provided to the City for review and approval prior to plotting all or n portion of the properly. ll. Pvr6'n torinditidwllots shall be provided in eccasdme. xith the Load Develo meal Code. Farb, P P 12. Each fire hydrant sIwII be printed OSHA yailoty in calor wad , b Ive mflectisc roorker shill be affind to the street in the center ofth, Ione closest to each hyd-L 13. The Oxmer of each tract shall he responsible for insmlling reuse lines along xith the other mldivfsioa inforarro ate. At such time ns ren= outer is m-vileble to the property, the Owner shall be responsible for er m atm. to the cease system Ii.s. 14. pursuant to the Land Development Coda all subdivision sigmg, must be consistent ,ith the legally assigned more, of the subditisioa Any sub,gvt,t change to the name of the snisihisim must be appm,,d by the City Commission of the City. 15. To the extent the Land Use Plan and the= Conditions of Appmval conflict pith the Lod Development Code. the provisions of are land U= plan and the= Conditions of Approval shall wool. 16. 111 1, City) To the extent any lia:mtiow ass required on the property they rill be Dom od to the City at the time of platting. All such lin stations shall be designed in accordance xith the City of Cie.. Engineering Standards Manual. Section B. Trees 1. Existing trees eight inches (8") or larger (other than citrus trees, trees planted for silverculture or "trash" trees) located along proposed locations of buffer walls or road right-of-way lines will be preserved if at all possible; the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and ns street trees 2. The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containing protected trees, there will be no grading or other construction on the same except as specified in the approved Final Subdivision PlatifFinnt Site Plan, until building permits are issued for those lots/tracts, 3 "Intentionally Deleted". 4. In order to ensure that as many existing trees as possible will be preserved, all road rights-of-vvny and retention areas will be flagged h i riot o tree removal. No clearing ermits for review b} the City p t any g p will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protection barriers. 5. No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protected trees shall be minimized to apart the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures to Preserve the trees on site. 6. The final grading plan will preserve existing grades on individual lots and tracts containing protected trees as much as possible. 7. All landscape areas will be irrigated and have an automatic rain sensor. Section C. Easements I Utilities 1 All cross access utilityand drainage easements shall be provided prior to or at the time of platting. 2. All utilities to be placed within the ten foot (IU) easement along the from of each lot will be placed around existing protected trees to be preserved. 3. All utilities including electrical, cable, TV, and telephone and including on-site existing overhead wires shall be placed underground. 4. Unless otherwise noted, a five foot (5') utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easement adjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to nm them around existing protected trees to be preserved. 5. All drainage, tdi* and maintenance easements shall be for the benefit of the Association. The land burdened by such easements shall be owned by the individual lot or tract owners. 6. Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan and will be sized to meet City requirements. 7. A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities for Imv enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing. 8. An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenance purposes. The emergency access easement will not impose an}' obligation, burden, responsibility of liability upon the City to enter upon the property it does not own or take any action to repair or maintain the drainage system on the property. Section D. Association. The Association shall own and maintain all common areas. 1. All declaration of covenants and restrictions affecting the property shall include the following provisions: i. Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintain assessments at a level allowing for adequate maintenance. ii. Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extent that the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levy assessments for the purposes of paying such reimbursement. iii. Provisions granting the City the right, but not the obligation, to maintain/repair the storrnwater management system for the property (the "SWAIS') and obtain reimbursement from the Association, or from the Owner if (a) turnover of control of the members has not occurred; or (b) if the Owner is still responsible for maintenance of the SWMS. it. Provision providing that the SWMS will be transferred to a. responsible opemtion/m tintenance entity acceptable to the City in the event of dissolution and that if dissolution occurs without such approval then the City may, continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the Association. v. Provision that the Association shall at all times be in good standing with the Florida Secretary of State. vi. Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenancelan for the SWbIS accompanied b P P Y an en ine es certification that the SWMS is functioning in g g accordance with all approved plans and permits. To the extent that any such engineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declamnYs expense and to post a cash bond with the Association for the estimated costs of such corrective action. vii.Provision that no property, owned by the City or any, other govemmentnl entity shall be subject to assessments levied by the Association. viii. Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment. 2. All tracts that are to be owned and maintained by the Association shall be conveyed to the Association by warranty deed it the time of platting. A special warranty deed is permissible if accompanied by a title insurance policy to the Association. E. Streets 1. Final street naming will be coordinated through the City Building Department at the time of final plot submittal. 2. [If public streets] All internal roads within the project will be dedicated to the public at the time of platting unless otherwise noted. 3. [If public roads] Street lights, security lights and lighting for common areas meeting current Land Development Code requirements shall be installed by the Owner prior to Certificate of Completion at the Owner's expense. If upgraded street lights are installed, the Owner and the Association will be required to complete and execute a City of Ocoee Owners and Homeowners Association Agreement for Upgraded Street Lights with the Owner and the Association being responsible for operating costs for the difference between standard street lights and the upgraded street lights. 4. "Intentionally Deleted" 5. The Owner shall construct appropriate curbs cuts to enable construction of ramps at all rights -of -tray intersections (and other areas as reasonably required) in order to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalks abutting each platted lot or tract shall be constructed at the time of development of the lot or tract. When sidewalks are constructed on comer lots at certain locations, the sidewalks will be extended to the curb and the appropriate ramps will then be constmeted. Sidewalks adjacent to common areas shall be constructed at the time of permanent construction of adjacent common areas Section F. Storrrtwater Management System 1. All retention ponds will be unfenced with maximum 5:1 side slopes into the pond. 2. The development of this project will incorporate the storrrnvater needs of all public roads within the project. 3. All building setbacks from all retention areas shall be fifteen feet (15') feet from the top of the bank. 4. Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated and maintained by the Association. 5. Notwithstanding the conveyance of the retention ponds to the or any provision to the contra contained in these Associationp N Conditions of Approval, the Owner shall remain responsible for the maintenance of the SWMS, including all retention ponds, until such time as: L the entire SWMS for the project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD; ii. the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association; iii. the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWhID hate been executed and accepted by SJRWMD; iv. the City has been provided with a copy of the Owner's proposed maintenance plan with respect to the SWMS; and v. the City has been provided with a written statement from the Association acknowledging receipt of the Owner's proposed maintenance plan with respect to the SWMS and that the Association is responsible for the maintenance of the SWMS. 6. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to issuance of the Certificate of Completion for those corresponding phases. Section Section G. Wetlands/100 Year Flood Plain 1. All finished floor elevations will exceed the 100 -year flood plain by a minimum of woo feet (2'). 2. The Owner shall comply with all requirements of the City, and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction. 3. Wetland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction. 4. At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional wetland line on the site and establish a twenty-five foot (25') upland buffer from that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or adjoining conservation area. The usable area of the site will be reduced by this acreage and all development criteria will be reduced proportionately. Prior to or at the time of development of any portion of the property, if a Conservation and Drainage Easement is required, the Owner shall convey to the City the Conservation and Drainage Easement, the form of which shall be approved by the City prior to the conveyance. Section H. Commercial Projects "Intentionally Deleted" Section I. Single -Family Residential Projects 1. Each residential lot shall have the minimum of three (3) trees (S) trees per lot, and with one (1) tree to be utilized as a street Iree with a minimum size of ten feet (IV) in height and two inches (2') in diameter at breast height (DBH). 2. All underground utilities shall comply with Section 6-8(C) of the Land Development Code, which requires pedestal -mounted utility boxes to be placed back of the street, no more tion five feet (5') forward of the front building setback line, on all residential lots which are less than seventy feet (70') feet in width where the lot abuts the street right -of -wry line. Section J. Townhome Projects "Intentionally Deleted" Section K. Wekiva Study Area L For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ('1VSA") Boundary, and with the exception of n single-family home on an existing lot, those portions of properties that contain at least one (1) of the three (3) following resources: (i) most effective recharge areas, (ii) karst features, or (iii) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrub, or Sand Pine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement. 2. Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimally developed, such as trails and boardwalks as part of a natural resource preserve or recreation area, Ston !water retention areas that follow Best Management Practices (BMPs), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian connections. Such designated open space excludes waterbodies, lots, street rights of way, parking lots, impervious surfaces and active recreation areas including golf courses. All Wekiva Open Space Areas shall be restricted to prohibit use of fertilizer and chemical applications, but may permit mechanical methods for routine maintenance. Rule 9J-5.003(84), F.A.C. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] 3. Naturally vegetated swales are required to be placed within the upland buffers Surrounding lakes or wetlands. The purpose of these swales is to improve the water quality of the stormwater runoff and ns h h sw - 1 fills and xfil rates into the soil so that there is ensure that a vac e t no sheet flow, into the lake or wetland. This method of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Stoanwater runoff from developed lends adjoining wetlands, lakes and/or floodplain areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Section L. West Orange Trail "Intentionally Deleted" s MADDEN CIVIL ENGINEERS 431 E. Horatto Avenue suite 260 Maitland, Florida 32751 (407) 629-6330 0 W0 J � a > p Ia. W wA Q W U W O 0Ir Cn, Z W o_ W F O O Uo U n, O 0 DATE: - SCALE: _ DESIGNED DRAM B E r65 CITY Of GRAD C SC ES IGOFLLU �Fi F $ LOW_ ow DENSITY RES RAL ZONING R -IA inaTi- OAND_cRossruuSTATE ROAD 438 SILVER STAR ROAD YNNTAIN PEDESTPoAN CONNECTION DURING ,,._ -,. - �~ PRQEGTPN� 2EE09I SECTION45UP 75250-2525 - " d STL1P SION„STOP BAR 212 SP® UNIT 4.5 NPH ! - .._.. _� 2 LANES 1 ... .. _ - _ ,.. _565 LF SIGHT' WESIBCUND /� ...WES18OUN0 :....CENTERUNE SILVER STM RD DISTANCE 1=" IXiI.VEW'AY CONSTRUCnCN_PER_EDOT INDEX /880AMP -- _, ) 304 TO NCATm DRONE -DETECTABLE .� 51' RIGH OF WAY �WARNINC SUmC£._iiP., _.-_ _ _ _ _._ ______ ....- __ - .�,_ 1 / i/� ._.. FDOT VALLEY 300V „)4.5,_ EXISTING YN% - -. ,.._ _-._.._.__ .--.._.-.-._ _.._- _-.....__ .._ �_ _ - --__J�._ _ - 2_LANES- - - - GUTTER, -TW. -- -. _ „� _.-_ - STOP -SIGN TO-PENAi -EASIBOUNO'�'DTf _- 45NPHl PPOJECT BOUNDARY LANDSCAPE BUFFER70EREAUW'� -10 LANDSCAPE BUFFER ""'- 563 IF ��_ C� -�-_ �.�-- - 7� �_-_r '�>. _ . �"`-`-�..,,_ f _. i] -SLI-_- �/� - - - - -- -- -- -- r- -T R35' R35 --- - -- -------------------- - -- TRACT H----------- - ------ )- ---� 111r 634 I TRACT C --L----------- -� j 901e 5 �� o -az z5 S69s Il-o5D TRACT H a 7 TwE A Batt. suaeAN awn. uxxo I R5 MEDIAN AN wee, rn, LE OW_ ESHIP .,YH2 TRACT AREA A PUBl1C PoGHT-OF- A / q1Y OF OCOEE CITY OF OCOEE 1.45 AC. 13. �. �J_` / I� I / / / �� ' •�' y 10' LANDSMAX. '(ALONG'8 STAR RD) WAIJ./FFNCE/ \ / 4 Bt, H.0.A. H.0.1 R91' LANDSEN SP Ck� 0.19 A0. (1.7 1 C to DSslV�\ER srM RD) wui/FENCE/ H.o.A H.O.A. 1.69 A0. (1Qa�+s}� TRACT E I-7 :� "DDESPACECADE AS\ OPEN SPACE 0.0A.COEE q H O.A 1.88 AC. (T5.26� % 1 --/\EN SPACE \ I -U>.,-- 7 \ \ s D STATION , ( r-- -, \ ✓ 1 / / / B �ORY RETENT17 NJ+ /P ( T I I I' f 28 - 9' 4` AcnVE RE nON/iOT LOT H.O.A. y'o.A. LO , H LANOSC /MEGAN STY OF ocoEE O.A.%�0.91 Aa (o.ofX) D6{-- I I r--- , TRACT F 1f.. " 1 SrORN�!�i UTILITY EASEUENT IH.O.A. /H.O.A. 0.b5 AF (Q497V7 Ewsnnc 3a' r-------� I I 43 DRY RETENTIONQj T2- // �• f"'- ( // / UNNANm RIGHT-OF-WAY I I I I L__-- J POND ( RSV 13 L4 SIN FANILY.LO75 �.�6.&7 0 (50.82X) ( I 2 ( i 27 W �� \ 21- 1-1-111 L-_-- J �.. .� I r-- ----, i R�r i I� �eTt L TOTAL. SITE AREA - � 1088 AO HEllN, TONY R - ,Inzr-- 1 sI I I I, I C n¢ �\ 1 r-------� 1 � I 1 42 1 � is 1 Rz5' -- --- ( 26 SITE\DATA: / 1141 0 , l R25',t,¢or _J o< F 1. PARCEL ro NUNBEA / 15-22-28-47-13,-00-142 15-zz-ze-Blio5-01-020 r ------J 24' I py a2e ,25 42e• 4zn ,v ,2a• I m= b 2 LAND USE, CITY OF OCOEE TY RE DENIM DANS, KERRY -PRN I 4S QI „1 3. ZONA c TYd7y OCOEE Q no P I 4 __ __ __ 22 KEY 4. UNIT7/TYPE / FN9.Y R®DENn zj ---ry r� --r �� 25 € 5. UN LAND MEA 10.88 A0. L--itaa`---J 1 1 r-------� 2a r 1 r , r , r 12' DOT ill CURB �I I uRLAxdos aoo ecc I I I I I I OTI Y'N w ch l i ,,__...,Ea- REUS 1.53 AO � � r -----� I 140 i I I I I I 1 r-- ----� I I I' I L___ 5 PROP uwT;' 43 D1$u 5 ---- PRO[+OSm DENSITY 3.95 Dl (CR ) Sgbo I I I I I `4 `R `4 "I �I 41 I I' �� I 24 8. NINAIUNLoVSIZE-_ 425'.115' �ITrr--J r------- v l 1 I I I I I °1 1 9. N�NWUN U NC AREA'�.� 1.500 SF I 1 I L---- J 10 pAauuM,EiILaNc HDCHT 35' (2 -Stat» 1S-z2-zo-55DSD1-03D I 13g �J 138 1 1 37 1 1 36 1 1 35 134 1 1 33 1 1 32 1 I - 1 ,I¢a--- 11. /OPEN SP INPERNws PER LOT 859 BETT97GER, J0.W r- 1 I I I „ L =_ J L - J L = J L-= J - _ 12/ RECLAIMED CE S ,,f123 -y .-..-�� PROVIDED (TRACTS e, F E. F. G. N, I, J) �35X { y Qa fl37' i¢Id I� 420' 2D' , Y� 425 415 J L {25 Ofd' o 3. OOL ACE POPIIUnCN (43 LOTS z 0.43 19 CHILDREN �1 _ R3Y ssaaII .. .., .. ..-. 14. BUESERES PFRONT ONS 2a �L-\ \ _ ♦ F'._, .... / d REM 2a III r / \ \ \°5 - - STREET A - TRACT A- - 50'- 24 �GO�RNER 1025 I / 7 i /1 1 1 /22 d, a fa ACCESSORY. STRUCTURES / REAR 15-22-28-8605-01-040 V SIDE 6' WIFE AWA / COFINER IO e unUnAmL ((a Lms z 300 GAL/e`') 1a9oo GPD SEWER 0- 270 DAL 11.610 13.0010oG _ ` 17. TRIP I [ GE ERA71ON (ITE MANUAL, 9TH m.) 4a3 �\ / / \ PM PEM HOIR 49 is-zz-2o-6555-91-950,x/ ED WARD% TANJMAIU A tE91E C ` �- L - TRACT C 12z ]6.Y _4:'.. 426' --- 125 �.. 423 . ... - .,... •125 41fi 9 I 1101 I I 1111 1 112 1 I 1131 I 1141 I 1151 I 1161 1 1 1171 I I 1181 I 1191 1201 2 I\ 5TRACT 'I I PI IPI IPI IPI gI IPI I gi I PI IPI IPI I ,1 I I I I {2S' I I I I {25 I I I P 12S' (cata:E1E FjA'AL3(, TTp• 125' 907 I mt I 425' I I I I 425' I I I I 425' I I I I 425 I I I I 128' I I I I {25' I I I I 426' I 61. u0' E 60 ROW I Unutt I YOUNG ROBERT 8 ALIVE _..-- _ DRAIN AGE 1►- 4' 7' 12' 12' '' -71 DRAINAGE II I 1- - - - - - -- - - - - 1 EASE RENT y SIDEWALK PARHWAY DPo�LM DRIVE E r;��,WT.E'I'IALK 1 EASE?AETi I - - - - - - - - - - - - - --____-- i 28 ERT & A-It15-22-28-5509-W-490 15-22-28-8609-00-480 15-22-28-8609-0o-{70 I5-22-26-8609-00-460 15-22-2B-8609-00-450 I5-22-28-8609-00-440 I5 -22-28-8609-W-430 15 -22 -28 -8601 -W -I10 IS -22-28-8507-00-120 ir22-26-860/-00-100ILORENIIN, MANY BR/8EW 04fR0. JA11E YA Ill I@ R D, CHM111 i0R P ANO01, BNEST A ESTATE 111111, WS11N JYAMI, IEATFER LY18V 1EPEZ, ,EI@(0 A90N5, OEIAAIS N A IERESA OOKiA$ Gki7 StAFNEY, PAIISIX..SO-- h CfWSNE A )✓ 6' STABILIZED - _;•- _ I MI 1S2U' SCRCAHDESED%E, NS. ..;�o:_�r„ ri•r: .•6.,;r '2. � `jCURB,TYP. CITY pOCOEE LOrnI RESIDENTIAL 1E2' SUBGTRPADE COMPA/ED TO 9BXMAX E-9.5SCTURAL COURSE (2 UFZONING M DENSITY PER AASHTO -180 AND IBR 40 STAN AF D: e' UMEROq( BASE COMPACTED TO 98X MAX GENERAL NOTES: I 425 a EI}) � TTEESTT za 2 / r DENSITY PER AASHTO T iB0 AND lBR 100. IIZD95CO210F, THE SITE 15 NOT WITHIN MY DESGNATED iL000 ZONES. _ ALIFRNR ATE: B' CRUSH CONCRETE BASE COMPACTED -' 1. THE PRO.ECT IS DESIGNED, A SINGLE STORM ATEA MMAGfl1ENT FA TY THAT IRWMD STA THE ..�I j TO 1009 MAX D SILTY PER AASHTO T-180 MO LBR 100, I PROPERTY. THE POND IS DESIGNED W ACCORDANCE WIN THE CITY OF GO MO S,RNMD STANDARDS. I/ N.T.S. 2 8A5m UPON FIRM MM 3. WATER SEANCE WILL BE RR OED BY CIHE SITE IS 901A TYPICAL ROADWAY SECT)0 _ '4:. RECLAIMED WATER SEANCE I HLP AVAIJJ9I.E. ( 3a V FENCE 5. ' WASTEWATER SEANCE WLL El FRONDED BY CITY OF OCOEE. A 8. FIRE. PROTECTION WILL BE PR)NDED BY CITY OF OCOEE FIRE AND RESCUE 5' UTILITY AND _ _ -AND DRAINAGE- _ _ BOX SEIBACJC - _- h 7. POLICE PROTECTION WLL�6E PRONDED,BY-CITY.OF-OCOEE-POLW DEPMTYENT..- ----- - - --IXLVNACE EASEMENT - -HOUSE - ROAD. PAD I III I I III B. THE CONSiRUC FD CON95TEN4L E P W�iL1aTHE CITYMOF AND OC MAINTAINED SINEDABY THE CITY OF AND W BE� ATTHE TO THE CITY 6.25' SIDE YARD I 6.25' SIDES YARD DEPTH BE - - SETBACK ---___��i- - SETBACK- DRIVE LME PARKWA SID t0 AT THE TIME OF FINAL PLAT. \ I URUTY 8: I UTILITY k I 10. CORRIN OPEN $PACE, PECREAnCN AREA, MO LANOSCME BUFFERS LL OWNED AND MAINTAINED BY In I I 5' UTILITY n J_ 10' 60' ROW 12' 7' -{'y IORANAGE 1HE HOMEOW4ERS ASSOgAnO`N. ( In -1+1 AND DRAINAGE - I n EASEMENT ( 1 EASEMUR 1 11. AT THE TWE a: DEVFLOPNENT, s1HE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR EASEMENT DRAINAGE- .I 4"' 7 12' I 10' MEDIAN EVA 1 �I I FlNAI. SUBDIVISION �PLIN AIE WIT - � CITY REGULATIONS MO OR CES N EFFECT AT THE TIME OF I I I I 10' SIDE YARD EASEMENT SIDALK PMKWAY DRIVE LANE 2XSOD 2XOL 2' 2X +� 12 FINAL OEVEOIZap1UAENT ORDERS CP PERMITS MAY BE ISSUED ONLY UPON FINING BY THE ClCITY THAT THE 8.25' 9� I SETS �Y -_I INFRASTROCT�RE ,VNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE I I YARD SEIBACI( :__ ,� T" TtPEDA .vr'. u.. `.�f{. ;. ..t ;?yE 4 wRB.IM i . THE UFT STATION WILL BE COHwWff77T 11TH IMPACTS OF THE DEVELOPMENT. ( _ ...- 12' EACH STAIDSIDE TTP. ''�`' CURB III i 1 I'II IA AND FACILITIES AS R6wi DEDICATED TO THE CITY OF OCOEE - p 4. A HOMEOWNERS ASSOCIATION;IWLL BE CREATED TO FRINGE FOR THE ANACEMTNT OF COMMON MEAS I 1 - -SIBGRADE E(IEMDS .1 Y '.. "\+�'% '� i<'. `�+ i �I BY THE CITY OF OCOEE LDC. _ __ I 15. NEL WORK MFORMm IM THE FDOT RIGHT-OF-WAY SHAM. BE IN AOCORUANpE 11TH THE 2017 2 TYPE SP 9.5 STRUCTU L COURSE 2 LIFTS) EDITIONS OF THE FOOT DESIGN STANDARDS, 2017 SPECIFICATIONS FOR ROM AND BRWGE CONSTRUCTION, _ _ - 12' SUSGRADE COMPACTED TO 9BX MAX -� RIA I ry AND THE 201 UTIU ACCONMODAnON-MMUAll DENSITY PER AASHTO T-180 AND LBR 40 STAN e' UNFROCK BASE WMPACTED 7p 989 MAX i6• PRIOR TO ANY WORK REWIPoNC tANE CI.OSIRES, MOBILE OPERATIONS OR 1RAFi1C PA OPFtLAnONS, 20' FRONT YANG DENSITY PER AASHTO 7-180 ANQ LBR 100. THE CONTRAOiat Oi�PERMITTFE SHAM. SUBMIT A flECUEST 10 THE DFM7MENT THAT INCLUDES 1HE SEiBACT( 20'FRONT YARD _-�--. ALTERNATE e' CRUSHED CONCRETE TH \SOIB TYPICAL ROADWAY'SEC-n N I� TO 1009 MAX DENSITY PER AAsl1�. A ^F THE WORE( BUNG PERFORMED. E LANE CLOSURE REwEST SHALL 2 FR A MINIMUM OF 2 REEKS PPog2 TO THE PROPOSED rLOSURE DATE AND 10' UTILITY EASEMENT 5 SIDEWALK 5ETBAgL mcmorBFFatE YfORiC �OaRINC4TaF� nCInc�oftcEoNrArou, w WTMcvcl+cN OT S' SIC 10' UTILITY EASEMENT MADDEN CIVILENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 W� W W 0.. o fr �LLW W 0w 00 0 0� 0 U _ �ad X 30� g Q o i a_ x U m W � ZCI m W E m v cj K H JOB f 17009 DATE: 03/08/2017 SCALE: 1' = 50' n DESIGNED BY: 68B j DRAWN BY: B3B � APPROVED BY: BSB S ST -1 s t 000-080 5TRACT C A CAIOACE L WttAND RONALD L u0' E 60 ROW I Unutt I YOUNG ROBERT 8 ALIVE _..-- _ DRAIN AGE 1►- 4' 7' 12' 12' '' -71 DRAINAGE II I 1- - - - - - -- - - - - 1 EASE RENT y SIDEWALK PARHWAY DPo�LM DRIVE E r;��,WT.E'I'IALK 1 EASE?AETi I - - - - - - - - - - - - - --____-- i 28 ERT & A-It15-22-28-5509-W-490 15-22-28-8609-00-480 15-22-28-8609-0o-{70 I5-22-26-8609-00-460 15-22-2B-8609-00-450 I5-22-28-8609-00-440 I5 -22-28-8609-W-430 15 -22 -28 -8601 -W -I10 IS -22-28-8507-00-120 ir22-26-860/-00-100ILORENIIN, MANY BR/8EW 04fR0. JA11E YA Ill I@ R D, CHM111 i0R P ANO01, BNEST A ESTATE 111111, WS11N JYAMI, IEATFER LY18V 1EPEZ, ,EI@(0 A90N5, OEIAAIS N A IERESA OOKiA$ Gki7 StAFNEY, PAIISIX..SO-- h CfWSNE A )✓ 6' STABILIZED - _;•- _ I MI 1S2U' SCRCAHDESED%E, NS. ..;�o:_�r„ ri•r: .•6.,;r '2. � `jCURB,TYP. CITY pOCOEE LOrnI RESIDENTIAL 1E2' SUBGTRPADE COMPA/ED TO 9BXMAX E-9.5SCTURAL COURSE (2 UFZONING M DENSITY PER AASHTO -180 AND IBR 40 STAN AF D: e' UMEROq( BASE COMPACTED TO 98X MAX GENERAL NOTES: I 425 a EI}) � TTEESTT za 2 / r DENSITY PER AASHTO T iB0 AND lBR 100. IIZD95CO210F, THE SITE 15 NOT WITHIN MY DESGNATED iL000 ZONES. _ ALIFRNR ATE: B' CRUSH CONCRETE BASE COMPACTED -' 1. THE PRO.ECT IS DESIGNED, A SINGLE STORM ATEA MMAGfl1ENT FA TY THAT IRWMD STA THE ..�I j TO 1009 MAX D SILTY PER AASHTO T-180 MO LBR 100, I PROPERTY. THE POND IS DESIGNED W ACCORDANCE WIN THE CITY OF GO MO S,RNMD STANDARDS. I/ N.T.S. 2 8A5m UPON FIRM MM 3. WATER SEANCE WILL BE RR OED BY CIHE SITE IS 901A TYPICAL ROADWAY SECT)0 _ '4:. RECLAIMED WATER SEANCE I HLP AVAIJJ9I.E. ( 3a V FENCE 5. ' WASTEWATER SEANCE WLL El FRONDED BY CITY OF OCOEE. A 8. FIRE. PROTECTION WILL BE PR)NDED BY CITY OF OCOEE FIRE AND RESCUE 5' UTILITY AND _ _ -AND DRAINAGE- _ _ BOX SEIBACJC - _- h 7. POLICE PROTECTION WLL�6E PRONDED,BY-CITY.OF-OCOEE-POLW DEPMTYENT..- ----- - - --IXLVNACE EASEMENT - -HOUSE - ROAD. PAD I III I I III B. THE CONSiRUC FD CON95TEN4L E P W�iL1aTHE CITYMOF AND OC MAINTAINED SINEDABY THE CITY OF AND W BE� ATTHE TO THE CITY 6.25' SIDE YARD I 6.25' SIDES YARD DEPTH BE - - SETBACK ---___��i- - SETBACK- DRIVE LME PARKWA SID t0 AT THE TIME OF FINAL PLAT. \ I URUTY 8: I UTILITY k I 10. CORRIN OPEN $PACE, PECREAnCN AREA, MO LANOSCME BUFFERS LL OWNED AND MAINTAINED BY In I I 5' UTILITY n J_ 10' 60' ROW 12' 7' -{'y IORANAGE 1HE HOMEOW4ERS ASSOgAnO`N. ( In -1+1 AND DRAINAGE - I n EASEMENT ( 1 EASEMUR 1 11. AT THE TWE a: DEVFLOPNENT, s1HE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR EASEMENT DRAINAGE- .I 4"' 7 12' I 10' MEDIAN EVA 1 �I I FlNAI. SUBDIVISION �PLIN AIE WIT - � CITY REGULATIONS MO OR CES N EFFECT AT THE TIME OF I I I I 10' SIDE YARD EASEMENT SIDALK PMKWAY DRIVE LANE 2XSOD 2XOL 2' 2X +� 12 FINAL OEVEOIZap1UAENT ORDERS CP PERMITS MAY BE ISSUED ONLY UPON FINING BY THE ClCITY THAT THE 8.25' 9� I SETS �Y -_I INFRASTROCT�RE ,VNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE I I YARD SEIBACI( :__ ,� T" TtPEDA .vr'. u.. `.�f{. ;. ..t ;?yE 4 wRB.IM i . THE UFT STATION WILL BE COHwWff77T 11TH IMPACTS OF THE DEVELOPMENT. ( _ ...- 12' EACH STAIDSIDE TTP. ''�`' CURB III i 1 I'II IA AND FACILITIES AS R6wi DEDICATED TO THE CITY OF OCOEE - p 4. A HOMEOWNERS ASSOCIATION;IWLL BE CREATED TO FRINGE FOR THE ANACEMTNT OF COMMON MEAS I 1 - -SIBGRADE E(IEMDS .1 Y '.. "\+�'% '� i<'. `�+ i �I BY THE CITY OF OCOEE LDC. _ __ I 15. NEL WORK MFORMm IM THE FDOT RIGHT-OF-WAY SHAM. BE IN AOCORUANpE 11TH THE 2017 2 TYPE SP 9.5 STRUCTU L COURSE 2 LIFTS) EDITIONS OF THE FOOT DESIGN STANDARDS, 2017 SPECIFICATIONS FOR ROM AND BRWGE CONSTRUCTION, _ _ - 12' SUSGRADE COMPACTED TO 9BX MAX -� RIA I ry AND THE 201 UTIU ACCONMODAnON-MMUAll DENSITY PER AASHTO T-180 AND LBR 40 STAN e' UNFROCK BASE WMPACTED 7p 989 MAX i6• PRIOR TO ANY WORK REWIPoNC tANE CI.OSIRES, MOBILE OPERATIONS OR 1RAFi1C PA OPFtLAnONS, 20' FRONT YANG DENSITY PER AASHTO 7-180 ANQ LBR 100. THE CONTRAOiat Oi�PERMITTFE SHAM. SUBMIT A flECUEST 10 THE DFM7MENT THAT INCLUDES 1HE SEiBACT( 20'FRONT YARD _-�--. ALTERNATE e' CRUSHED CONCRETE TH \SOIB TYPICAL ROADWAY'SEC-n N I� TO 1009 MAX DENSITY PER AAsl1�. A ^F THE WORE( BUNG PERFORMED. E LANE CLOSURE REwEST SHALL 2 FR A MINIMUM OF 2 REEKS PPog2 TO THE PROPOSED rLOSURE DATE AND 10' UTILITY EASEMENT 5 SIDEWALK 5ETBAgL mcmorBFFatE YfORiC �OaRINC4TaF� nCInc�oftcEoNrArou, w WTMcvcl+cN OT S' SIC 10' UTILITY EASEMENT MADDEN CIVILENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 0 W� W W 0.. o fr �LLW W 0w 00 0 0� 0 U _ �ad X 30� g Q o i a_ x U m W � ZCI m W E m v cj K H JOB f 17009 DATE: 03/08/2017 SCALE: 1' = 50' n DESIGNED BY: 68B j DRAWN BY: B3B � APPROVED BY: BSB S ST -1 s t FDEP-SEPARATION REQUIREMENTS UNDER 62-555.314 EFFEC VE 8-28-2003 FIRE FLOW DEMAND CALCU TIONS UTILITY NOTES: HAZARD /HORIZONTAL SEPARATION �RiICAL SEPARATION JOINT 1. MAINTAIN A MINIMUM 3.F FEET 3.i COVER WIHERE POSSIBLE o AIL WATEf ABOVE WATER BELOW SPACING PER CATY OF oQaEE ENGINEERING STANDARDS MANUAi, SECTION 71.02.02, THE PROPOSED WATER AND WASTEWATER -LINES--- .._.-___.-- STORM SEWER VT YN IZH FTEF, RN YN IBI YN 3FT YN MINIM M NEEDED FlRE FLOW IS 760 GPM. Z ALL POSED W LOCATED OUTSIDE TE PUCLIC RICHT-Cf-WAYS ANO sRra FORCE -MAK -1' sT MEN Ix91 laa+ YN sT YN PERI 'GUIDE TO DETERMINING NEEDED FIRE FLOW, EDITION 2008, CNAP 7, PUBLIC EASEMENTS SHNLI BE PRIVATELY OWNED AND NNNTAINDo THE ININUN N FIRE FLOW I8 1,000 CPM. 3. FLOW TESTS OF ALL FIRE NNMANTS SHALL BE CONDUCTED AND P. REgAelED WATER F REGULATED UNDER 82-810 ST, MH IBI IBI YN 7T YN - __ TESTJ3ESYLTS_P.RQNOEO TO OTY OF OCOEE FIRE DEPARMENT PRIOR , IEOLNUED WATER F NOT REGULATED UNDER 82-810 LOFT DIFF. WT WN I. IBI YN OFT MEN, TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE PROIECT AS BEEN DESIGNED WITH A NEEDED FIRE FLOW OF 1,000 GPM. 4. WATER MAINS AND FIRE HYDRANTS SHALL BE INSTALLED, COMPLETED, -_ ___ -VAwuY SANITARY SEwEn I IWT PRET. ST MEN ION 881 WIN IBM YN XT YN AND IN SEANCE PRICR TO COMBUSTIBLE MATERIALS BONG BROUGHT ON GRAVITY SNNIT Y SEWA iqT PEEF`OFT YN, JFr MN F WATER ALAN IS TBI 811 WIN IBM MN BFT MIN TO THE 5. ALL SANITARY SEWER LATERALS SHALL HAVE A MINIMUM SLCPEDF tx ON �� 4+ANTY SANITARY SEWWR. ' F'�'F ��/ �1�1 8. ALL FlRE HYDRANT VALVE$ SMALL BE LOCATED OFN 7HE DDZSTREAAI SAtfTMY 5<WJt FORCE MAN TqT PEaF, 6FT,IeL iM M" IBI YN BFT MIN L 1 IMI 1 1 CROSSING NOTES' END OF THE FIRE HYDRANT SUPPLY UNE AT TOTEE. O/F SEO'AGE Tf@ATNFM R g5P08A1 8151ETI TeFT YN Now NOW NONE I 7, PPoVATE FIRE HYDRANTS SMALL BE PLANTED RED PER OTY OCOEE \ m�uty ccucd Memou crvco roncvure Aoc rrcunnm v'» u, nn,co CODE OF ORDINANCES ARTCLE IV 78-25 (D). / —go. _`� '' !"� IO UIIL�TY EASENFNT i!I►-f 4' PVC SEET _—E SHEET OS -1 f I`I II frl/� SAN NH ALS "G.V. SEESiE1TLS-iP08LS 17 LF SAN 8 IVC 0.401X,CONNECT TO EIaSTINC S' WATER MANWITH 8' TAPPING SADDLE AND VALVE SAN R1N-119.94T-NV OUT -107.01 POSSITEMPORARY JUMPER 4' ZURN WUQNS MODEL 378 OR APPROVED EQUAL �\ II 2 1 I I I�— 3 i / I � �II � B' OP WIJ II� 5 1 I all � t f I I I I I\ % w STATE ROAD 438 SILVER STAR ROAD 20 POSTED SPEED LIMIT 8832-00 4C7ION-702u�0-zs2s - _..T45 MPH _ _-_- ___-----=FIRE HYDRAN�C_EEARAN.C-E:-DETAtt NO OBSTRUG11099/PLACED WITHIN A 7 CLEARANCE DISTANCE _ AND SID it SIDE,$$ OF A FlRE HYDRANT AND NO OBSTRUCTIONS �E05TINC-UTILITY POE - - - - - SHALL BE PI.ACEq Of�S+ROWN T LOF9 FIRE HYDRANT.- _ ------------------------ 1 6' C.V. AND CM 11771" PVC RWN ' — I08 LF SAN 8 PVC O 0.40%—- HYDRANT .4OL _-_HYDRANT ASSEMBLY- SAN NFi A7 I e*TEE. (3)e G.V. 30 29 I rl CROSSIN G1 3.84 4' PVC RWN f3 _\ STM INV - 'I I STN BASE -113.7 107.747 SAN Tl -107.74 / \ SAN TOTION-5.2 / \ SEPARATION -5.31 FT �II / SAN NH 001 I �I 2 7 21+e9 6 I t ;;m- ` 4' IMP W/M 26 C e' PVc RWN I B' ON, AND e' TEE I I 41 (2) 8'x4' REDUCERS f 8 GV. AND 6 TEE + 1 (2) 8x4' REDUCERS A PRE HYDRANT ASSI ., IIS� }. 25 10 UTILITY EASEMENT, ICAL ( I'� 1 C I 10 I STMw°N.iiaea 1 SINGLE RECLAIMED WATEN SOiNCEI TYPICAL rr I SIM BASE=113.52 9NGLE SANITARY SEANCE, TYI�CAL SAN INV -111.73 I ( a CROSSING SAN TOP=112.41 I 24 M DLV -113.74/2 SEPARATION -1.11 FT ST STM BASE -113.61 I I 8' DIP WW I SAN INV -109.53 38 37 38 35 34 33 32 I G SAN MH p2 SAN TOP -110.21 ( DOUBIE WATFA SINGLE WATER I �- SEPARATION-3.40 FT I� 6' PVC RWN SAN MH p4 SEANCE, TTTMCAI. SRNGE, TYPICAL L ---- -- j --- -- — -- ,. 15400 Mie+ 17+ 8+00- 00405 ---- --- - - FlRE HriXHANT ---- --- --- ---- -- SAN MH /05 e' qP YdM ASSEMBLY / 71 8 10' 1 TIUTYT. CAL 0 10 1.1 12 13 1 N i 5 16 17 1ASEITJ J 20 SAN NH /03 DOUBLE SANITARY SERVICE, TYPICAL DOUBLE RECLAIMED WATER I SERVICE. TYPICAL GRAPHIC SC" c a m t a IIIIIIII I IIS N ( D1 FM I Inch - 60 fL MADDEN CIVIL ENGINEERS 431 E. Hoiotio Avenue Suite 260 M.Rland, Flo Ida 32751 (407) 629-8330 0 W z a) g W o It w = W 0W 00 O 0° I_ U ,Ipe 17009 DATE: 03/08/2017 SCALE: I' = 50' DESIGNED BY: BSB DRAWN BY.. ese UT -1 E AS N -HOURS PRNOTIFY "T/fLANDO MAINTENANCE AT (407) 384-4600, 48 OlE INNING Wj IOR ENSTING GRADE-WOTH VARIES ENSTING SIOEWA TOP OF POND 'OF POND M IN GRADING CONTROL STRUCTURE ELEV. lig.. E- WALL 118.50 LOT I�M%r I T 3H: IV MAX PROPOSED GRACE MATCH 100 YR -24 HIT 115.49 3. 1 MAX SL E E)QSTtNG 25 YR -24 Hl` 11 Sot) DISTURBED TOP ILEV, 111,40 "N' WAGE 10 -211 11 11 : M RBED ME, S INmT_lI&`l 0 Ix MINIMUM 2 . RCP MT = 104.7 11 ESHGWr ld v F P-9, 5' RCP_/ P-11, NP -11, 2e RCP E145HNC INLET 4y TYPICAL . DRY POND SEJTION STSUNDER @D LOCA DQSTING RIPRAP BUBBLE 7 AT 11 11*1 EIT o FDOT CONN TI -ON. I j–DETAIL— DOT STATE ROAD 438, SILVER STAR ROAD _J N.T S POSTED SPEED LIMIT 45 AIPH /D R P-10 313 IF STS 24 RCP 0 O.84X DaSTLNG 100 UP 24' RCP �EWTING MODIFIED FOGY TYPE -C INLET ENSTING MODIFIED FOOT TYPE -C INLET VAIN �VATH ENSTING SIDEWAUK SLAB ON TOP IN P-11 4 UP STS 24 RCP Qt_2._5OXX FDOr AND 12".12' OPENING CN SOUTH FACE. I � -EASTING-CURB-INUET DOSTEN SIDEWALK SLAB ON TOP AND 12"XI2' /--STIN. -11 REVERT-106L.B. OPENING -E STING, - _STSSTRLa_ E)QSTIN ON SOUTH FACE. CONTRACTOR TO SEAL 10 HLET I_ �O INLET 232C STWG_4OO_LF_ FOGY TYPE -C INLET 90 -ET AND CONSTRUCT NEW SOUTH CURB R&EVt 117.50 __,__RIMFj3_4O —(NVMT IN AT ELEV. 109.7& T2V RCP CUA DT� INV IN -109.552-9) CUS71 0 P 10 RED 9 69 IF STS 15 RCP a 7.51% CW CS_ FOOT M FIED !;PC IN INV OUT -171t; P-9 -w777777 7 sYs SIH 00-1 CONCRETE M.FS. 30 29 STS S4TR 0-1 TR P-2 I - FD.T rIPES4,1111LE1 1 31 28 18 HOPE �STS STR 01-2 STS FOOT TYPE 4 WIT—411 0.79% 43 2 27 STS STIR 2 STS SYR 3, V -S ..S. CRETE M.F S. CRETE rE. LF P-5 Bg LFE _1111 iiz I, 3 SiS 24 NO 0 0.6 1 TS24 -8 66 IF 24 HOPE 26 P H 0 5aX 0 0.65X \\ / I tI 1 41 Ssl� IT STSMANHOLE STORM M=2 4 FOOT B 0 RIM -120.04 P_ INV IN_fIZ93 P-7 IN IN -112. 2 -45 0 1 W OUT-IlZI 3 P-8 INV OUT -1112.82P 40 P-4 123 LFfl-6 P-6 rjp�_STS STR 0-5 5 —STS 24 HOPE . FOO 4 T TYPE KET 00,65% 3 FOOT 11'eSPET2 INUE r / I I a j i I I 39 38 35 33 32 TYPE 2 INLET - - — — — — — — — -- — — — --- j 22 LIL N3 FOOT IT5 TSIR 4_ 1 r2. l 15+00 16+00 7+ 18+00 19+00 7 P2 FOOT JI-3 FOOT TY! E 2 IN 21 lol 9 10 11 12 13 14 15 10 17 18 19 Po GRAPHIC SC UE Jeh 50 1 MADDEN CIVIL ENGINEERS 431 E. Horatio Art.e Suite 260 M.itl.0d� FWd. 32751 (407 629-8330 " # I I... a DATE-' 03/08/2017 SCALE 501 . DESIGNED BY. BSB M CRABY: BSB APPROVED BY. BSB DR -1 0 tom W > NN rz d " # I I... a DATE-' 03/08/2017 SCALE 501 . DESIGNED BY. BSB M CRABY: BSB APPROVED BY. BSB DR -1 MATCH 11/11110 GRADE E)OSTING 1% MINIMUM PROPOSED GRADE SOD, TYPICAL PROPOSED SOD,' eY71 LOT GRADING PER PLAN 1X MINIMUM -..--.-...._.- PROPOSED GRADE -SOD, TYPICAL / LL - '46 10� LANDSCAPE ------ U15 ! _ I ,o' SIDEWALK ROAD 10' LAN BUFFER 1 I EXISTING L* n m mn� nm v°tl'°ctMnc�u,u a/ ooA\ FH\,TYP� 'A' LOT GRADING \ POSTED SPEED LIMIT 43 MPH TX -2 r� _ yATCH ' �-Y ,...-- . , �:�—G -� ,_ ,.. °.t._.g` §_��fi= Y_ A, _ = GRADE--- ,oz1 ��.II _ r --�uu- _ 4-_ - >u -T - - cu =L-� ------�._._ "��- i TX '4 TIFr-.jN--SECTION Ilf"�1 I 1 u' / `t2118 A is 30 I 29 z \ 1 BTO I '� 1• sh F > ] - �� oo�. A v J,� �l// // E A / A o� ,d« v GRADE_._ II 12070 1 ( I' ( H 'j •.1 \\ \\ \� \ \31 FF - ,13 1 1 i _ MATCIL� III 0.7 i ; �3 TYPE A MSDNG - f J o ^ % GRADE / 2 I 11 6'J------- J , [� m 19.04 \ / U I� a une� I\2 1210' \ ,aa TRE A / y TYPE A21+89 142 1zto5 I v ro B„ rte_ \` ('i ! Fl- 3 1 i jl I Typf A \1` o- tins, 1115r-- -_' -� �\ \ 121.13 . . TX -,l TIE-IN SECTION .�-- ._-F'ttPEA I t1 9b-----, - u 2. f \=� I 26 20.74 L 5 ,I J .}20.05 �� iin un TWE A - \ o 41 /12,27 {19.4z '' N / \ \\ r�_ e� un 11d'ri---- -i1s.53 TWE A r 5 \ - m a o d 121 a4 ¢ Iv1 �' �n9.1i --d ---- i1s z �� w v o v..1 dYn I rF TYPEA I 12017 �e ^ - a '1� r -� a -� Q 2 120.63 tl \ \ I 2-------� II I r �- �/ � T-�,T--1 -� j -- 1` I (i I TWA 11919 +& I I FF ^ FF= I FF= 1 l FF= I FF= \ I FF= I FF= I I FF= \ I` -- I -------� I I I I I 401 oaf /"f tza63 1120.85 I I tztofi I 1121.z7 I, 11zt.40 \ 121.4a 1zt 35 I \ I r---- --� I 12, 34 Tj I/ 1 I I TYPE A (TYPE A I 1 TYPE A I I TYPE A I, I TWE A I (TWE A I T1)�E A l l ,n '\ I 4 \ 1 .2� 1------ i 80 I I\ I FF= - \ 1G=l,,,1 TYPE A I( I I I I \ I 11 b I 1 I i d l : - --- 1 b I ��-----� ',� I I 1 \ 1 I 1 , �,, r I, 24 TYPE6-'A FF- \ I I I n t9 L-;:iLLwLll— l I 38 137 I 136 11.,,1 35 I 134 3 32 I 1tb------- e�1e4A�--J --- 4-- -; --�- 1- oTY1e. O6 ( t I� � �- - -- - - —JJ 1 t-- — �IIn 1 23ry t�a 11422_ - .. =u_, =nass in.z =unto uan =n..as _, n N/. tI f TWE A �� _ - 1,\ 1 g6 -' I 18•\\ lies +ue.�4, n 120- _�� Ji\\ .naw Hass ngza18+00,0nn ansa .na.r uauuz a v..•a-- itza. s e , azT 191 0015+00 + ` 1122 \ 4:t 1 1 I I - aiF61 I I ''h_ tv - I I ' I NO- \ C I� G*HTC SC 1. 11 j son I (]Nrm) I L I h = 60 II_I 4 MADDEN CIVIL ENGINEERS 431 E. H—tlo Avenue Suite 260 Maitland, Flrnida 32751 (407) 629-8330 ,1pg f 17009 DATE: 03/08/2017 SCALE: I' = 50' DESIGNED BY: BSB DRAWN BY: BSB GR -1 E _.,.!III\,/ / ♦AO�\� CL. / 9 110 11 I 12 i 13 114 15 ^_7 -T /18 I •^'` - 7 17x1 •-- i� 118y •---/.-.'1--T I /9 I Ii20 I 1\ 1 \ \ , 1i I I - aiF61 I I ''h_ tv - I I ' I NO- \ C I� G*HTC SC 1. 11 j son I (]Nrm) I L I h = 60 II_I 4 MADDEN CIVIL ENGINEERS 431 E. H—tlo Avenue Suite 260 Maitland, Flrnida 32751 (407) 629-8330 ,1pg f 17009 DATE: 03/08/2017 SCALE: I' = 50' DESIGNED BY: BSB DRAWN BY: BSB GR -1 E CL. / 9 110 11 I 12 i 13 114 15 ^_7 -T /18 I •^'` - 7 17x1 •-- i� 118y •---/.-.'1--T I /9 I Ii20 I 1\ 1 \ \ , 1i I i \I 1 1 1 I 1 1 1 1 I i/ i i I / 1211. /1 1 I' / I/ I I/ I / 11 I , i' •1 �- 120.87 Al/ I FF- / T20.94 WE A / I FF= 11 TYPE A 1 FF- I 1 120.58 A l I FFA?�_. 1 TPE A I I FF= I TPE A I I I FF= -1 TYPE A I I I FF® ,I' zi-MEJA I FF= I I TYPE A I, f FF= 1 1I TYPE A I 1 /FF= I 1/TWE A I FF= i TYPE A I/ 1 , l FF= 17ypE A'� 1 I TWE A / rj � �—�J I I - aiF61 I I ''h_ tv - I I ' I NO- \ C I� G*HTC SC 1. 11 j son I (]Nrm) I L I h = 60 II_I 4 MADDEN CIVIL ENGINEERS 431 E. H—tlo Avenue Suite 260 Maitland, Flrnida 32751 (407) 629-8330 ,1pg f 17009 DATE: 03/08/2017 SCALE: I' = 50' DESIGNED BY: BSB DRAWN BY: BSB GR -1 E STORMWATER POLLUTION PREVENTION NOTES: _ t - DISCHARGE NT II 1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF EROSION CONTROL: r -- - _._ 1,140 Q1 11 SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECTTO THE VOLUME AND AMOUNT THAT ARE EXISTING THE CONTRACTOR SHALL PERFORM EROSION CONTROL MEASURES IN ACCORDANCE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE SATISFIED FOR THE TOTAL S.J.R.W.M.D., DETAILS CONTAINED IN THE PLANS, THE FOLLOWING NOTES AND AS DIR. U BE ADE 0 PRESERVE THE INTEGRITY GRADING - PATTERNS, REQUIRED PERIOD. PROVISION MUST M T Pft PATTERNS, ETC. REWIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. A. TEMPORARY EROSION CONTROL irI - _ -- _ THE CONTRACTOR SHALL PROVIDE SILT BARRIERS, TEMPORARY GRASSING,G.TC. EAS REWIRED TO - FULLY COMPLY 1WTH THE INTENT OF THIS SPECIFICATION. 1• STOCKPILING MATERIAL NO EXCAVATING MATERIAL SHALL BE STOCKPILED IN SIKH A MANNER AS TO DIRECT I_ - �- uU-_-,PON 5THUCTION ENTRANCE i06 2 NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WAIERBODY OR STORMWATER COLLECTION FOOT INDEX /108 - : OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY.FACILITY.r++---- 4. RUNOFFROITEC ION OFF INLETS SPAND CATCH SHE BASINS NTO ANY ADJACENT TED FROM OR STORMWATER LLADEEN COLLECTION \ \\ I • , _ __ _ �� _ 3. THE DNS AREA W OPEN, RAW ERODIBLE SOL EXPOSED BY CLEARING AND GRUBBINGTHE STORM OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPFAATION WILL NOT SIGNIFlCANILY AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. FACILITY. I'�\ STRIP OPENED BY CONSIRUCTION OPERATIONS AND STRIP -SODDED ALONG ALL DEDICATED ROW.. THIS WILL PREVENT SEDIMENT RUNOFF FROM INDIVIDUAL LOTS II 4 4. INLETS AND TIONCATCHO BASINS SHALL TI PROTECTED FROM SEDIMENT UDEN TE SEDIMENT RUNOFF UNTIL 3• TEMPORARY YD TSEEDING gE DRESSED AINDDDRECEIVE FINN. GRASSING TREATMENT WTHIN THIRTY DAYS SHALL BE ARE NOT THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 5. MEAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSEDOFR INTO THE ROW AND DRAINAGE SYSTEMS, AND WILL NOT LATER COMPETE PATH THE PERMANENT LOT RECEIVE FINAL GRASSNG TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED WITH A WICK GROWNG T \ 30 \\\ GRASS SPECIES WHICH WALL PROVIDE AN EARLY COVER. DURING THE SEASON IN WHICH IT IS PLANTED. 3O .�.��) �` 1 TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT 4. TEMPORARY SEEDING AND MULCHING - SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY GRASSING. THE RATE OF SEEDING SHALL BE 30 POUNDS PER ACRE ESTABLISHED IN NOTE 3 ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE MEASURE OF MULCH MATERIAL WT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF 4 INCHES -- l 1 I 3.1 B. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REWIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. 5. TEMPORARY GRASSING - THE S OR THE SEEDED AND MULCHED AREAS) SHALL BE ROLL Fn AND WATERED AS REWIRED TO ASSURERE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OFA 0000 7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF 75X GOOD GRASS COVER. I I GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED TO ESTABUsi THE 1 / '7, \ \ •\ DESRED VEGETATION COVER. S. TEMPORARY RE(YNA59NG - IF AFTER FOURTEEN GAYS, THE TEMPORARY GRASSED MEAS HAVE NOT ATTAINED A MINIMUM OF 75,5 6000 GRASS COVER THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED & ALL FEATURES OF THE PROJECT SHALL BE OC14STRUCTED TO PREVENT EROSION AND SEDIMENT AND SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER. �I/ I // 4? SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT. 7. THE CONTRACTOR SHALL PUCE HAY BALES AROUND ALL EXISTING AND NEWLY CONSTRUCTED INLETS TO _ t ( / / ,"• I \ `•\ CONTROL EROSION DURING CONSTRUCTION. \ �?C 9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A CONDITION ! I•'� _ S. MAINTENANCE - ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION. SEDIMENT SHALL BE MAINTAINED WRING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY HERE I %'I 41 / 10. THE CONTRACTOR PALL BE RESPONSBLE FOR MAINTENANCE OF ALL NEWLY PUNTED GRASSES OR ORIGINALLY DESIGNED AND CONSTRUCTED. VEGETAL ON AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE B. PERMANENT EROSION CONTROL / 4 1 r/ / \ ) \\ \ I J, CJ 'fl THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON OFF-STE 11. THE CONTRACTOR SHALL BE RESPONSBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE FACILITIES ALL STORMWATER DISCHARGE PROTAN THE PROJECT LIMITS SHALL BE ROUTED THROUGH DETENTION I II 1 4� \\ \\ \ \\ \ I.., \ ANY PORTON. WHICH IN THE OPINION EN THE THE PR, HAS BECOME DISPLACED WE TO EROSION BASINS TO TRAP SUSPENDED SEDIMENTS AND DISCHARGE FACILITIES FROM THESE BASINS SHALL BE PROVIDED WITH yr I I l \ \ \ \ I ( \ OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR. A SKIMMER DEVICE 70 TRAP FLOATABLE DEBRIS .,,/./r r, /" S I I I f ' \ \ \\ bN \\ N I •\ ?4- \ 12. THE CONTRACTOR SHALL COMPLY WIN ALL FEDERAL, STATE, AND LOCAL LAWS AND REWUTIONS d I I u I I I / \ 1 1 CON GLUING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO 1. PERMANENT SEEDING -ALL MEAS WHICH HAVE BEEN DISTURBED BY TME CONSTRUCTION DULL, AS A MINIMUM, 1 < I 38 .31% 3B '' , 36 \34 .3 'J?\ BE FERTILIZED AND SEEDED. I I _ y.% \ I, r - CONTROL EROSON AND SEDIMENT RUNOFF FROM THE STE DURING CONSTRUCTION. SUCH METHODS I I 1 i I I y \ I SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA DEPARTMENT OF TRANSPORTATION 2. PERMANENT SEEDING AND MULCHING -SLOPES Of 6:1 TO 4:1 INCLUSIVE WILL BE MULCTED W17H A UNIFORM 1 t \ \ I sru40AR0& ' r\ ( 1 I I 1 \ \ 1 ) 23 I THICKNESS OF TO TWO INCHES, LOUSE MEASURE, ON MULCH MATERIAL INCORPORATED INTO THE SOL BY MIXING TO A DEPTH OF FOUR INCHES. \ I 1 - - - - - - - -\ - ~' = I 13. ARSWUTLEY IG WORK DULL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA, MITIGATION _ _-3 IJ� AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY THE PLANS AND - N ) ` - - 1 -` ( I I GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY HAVING JURISDICTION OVER SAID EXPOSED AREAS WITHIN PUBLIC RIGHT-OF-WAYS WLL BE SOLID SODDED. OTHER AREAS WITH AREAS WITH J. PERMANENT SODDING -ALL RETENTION/DETENTION BASINS SHALL BE SODDED WITHIN THEIR LIMITS. ALL \ 1 ` _� I SLOPES STEEPER THAN 4:1 WALL BE SODDED. 14. PRIOR TO CLEARING AND GRUBBING, THE UMITS OF WETLANDS. BUFFERS WETLANDS, BUFFERS AND MITIGATION MEAS STALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT ON WAY UNE TO 4, STRIP SODDING - STRIP SOD SHALL BE PLACED ADJACENT TO ALL CURBS, WALKS AND PAVEMENTS. PROTECT THESE AREAS FROM ENCROCHMENT FROM CONSTRUCTION ACTIVITIES. 5. REGRASSNG - ALL GRASSED AREAS WILL BE MAINTAINED TO ASSURE A GOOD STAND AND SUFFICIENT 15. ALL FILL EMBANKMENT AND GRADED MEAS STALL BE PROTECTED AGAINST EROSION BY METHODS GROUND COVER TO MINIMIZE EROSION. IF, AFTER 60 DAYS AN ADEQUATE GROUND COVER HAS NOT B (3 EEN I - T - I N I / ) STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND ROM CONSTRUCTION. ESTABLISHED, THE AREA WUL BE REGRASSED. 1 n\ I I i y IQ IS I? 13 14 1J //1B 1l/ 16 /K) SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE MULCH MATERIAL IS DISC HARROWED 8. ADDITIONAL FERTILIZATION - GRASSED AREAS NOT ACCEPTED WITHIN 90 DAYS OF THEIR COMPLETION SHALL 1 r / AND THE SIDE SLOPES ARE NEITHER GREATER THAN 3:1 NOR PART OF A DRAINAGE CONVEYANCE I I / BE FEIRTRIZED. 18. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND W TFALLS 7. FOR ADDITIONAL SODDING REQUIREMENTS, REFER 70 THE LANDSCAPE PUNS. 17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH FDOT INDEX NO. 102 s l 111 / fin, f % 9 FENCE,CAL 18. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR ONCE PER / / i • �' --_ WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL THE INSPECTIONS MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE ARPROVID PUNS AND SWPPP. 19. GRAVEL OONSIRUCTON ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE DIRT. IF / + _ -- - - - - - - - -H - GRAVEL IS NOT ALLOWED, THE CONSTRUCTION ENTRANCES SHALL BE SWEPT PERIODICALLY AND 1� -� -} --��- -I-- LOGGED BY THE CONTRACTOR. CERTIFICATION FOR CONTRACTORS AND SUB -CONTRACTORS I CERTIFY UNDER PENALTY OF UW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE 5 E,%z f>rg Aocdaay CONSTRUCTION STE IDENTIFIED AS PART OF THIS CERTIFICATION. I d Edge Of Pvran.nr GENERAL NOTES w 1. A Soy Trofkoy PrevenNM De.ke rsrna pha,be edesm,etad of NAME: SIGNATURE DAIS: Is:ob'e/v eealyrotee by the engv+eer for perste or egreaa nom F unstabz<d crena of Ne ora/ecf to 1v - roads ehere of/-s/t< MP,00ch LengtA bofk%as ormud fe�1d otter. yreflk from-tob,". - of a The canshucb'fn pro/ect an o3 be dv ee cora o Soq 6om'ara, " t egg+g, t o6, ppJ t means shoabe used ca 'IV. tl to Itmlf ADDRESS TELEPHONE: 1 and d ec1 ve _ egress ecrasa Me 5i 0. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND 2 The Canbxtor m y propose on Wtereab've tech,,ca¢ to m% ire CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT o (/-site bof see nt. me die naaa meat be reereeed and TO SECTION 403.0885, F.S. THAT AUTHORIZES THE STORMWATER 5D'sra. oppravetl .yy - the £nyreer Prior fo ire vee. DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE 3. MY terlo's spm d, dropped. w trofked onto µbre rvada e,,4, ng CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. Kne sraD agg,egem wad epeaaa<nan mwr snarbe ra,,,aved amiX e, �c C,n ct Paved r --t (fnder No 5151. I I mere fregvenHY i! le"7(.d by The Engv,eer, 1 Voy Be Deleted li Approved y' fie Enymeer. NAME: S6NATUREt DATE o . t. igyregptea ah Dube oa eescnbed in -6- sal e,rLas g sm-za. ADDRESS: TELEPHONE I CERTIFY UNDER PENALTY OF LAW THAT 1 UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WIN INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION STE IDENTIFIED AS PART OF 114IS CERTIFICATION. NAME SGNAIURE: DATE ADDRESS TELEPHONE I CERTIFY UNDER PENALTY OF UW THAT 1 UNDERSTAND TERMS AND CONDITIONS OF THE GENETIC STONMWATER PERMIT ISSUED PURSUANT TO SECTION403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION STE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME SIGNATURE DATE ADDRESS TELEPHONE I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. NAME: SGNAIURE: DATE: ADDRESS: TELEPHONE: GRAPHIC SCALE Im (IN 11SSl' ) I inch - 80 Et. Opibnd Poat Poet Prindpl Poet P..fM , PC (OpUonc 2' a 4' ( (Canted 20' Toead Roe) 2f Mh Div. W-4 Ste 1.33 lba/FL ')e' FIR. F v Mac Coofummafit Wish S- 985 FDOT SP-) >` b _ B e 1 i9ter Fork t Row h H u 2 \ Type B MM Fmee ProteeUvn I,. M Sit Fence AIamd Olid, Batten Mleta ELEVAIIO N SEOTION Note: Ut Fence to be potd for order the oentraat =R pAm lar Stdud Mt Fenee (LF). eetercmrees 9t (m. ere to be owed at uOood Ioeetiuu and S Ioty barrios med et per 1, bedew of eater. TYPE III SILT FENCE i •. - � � y, .F 1 leriN Type IUF- tol b1e Wofa Hale:etln9 =.M amCTert I. shaw e L \ Type B MM Fmee ProteeUvn I,. M Sit Fence AIamd Olid, Batten Mleta TOUT Oo nal deploy It, inner that at fence rH net m a don vaoee pe -week Meir9 na'f ' eetercmrees 9t (m. ere to be owed at uOood Ioeetiuu and S Ioty barrios med et per 1, bedew of eater. TI 0 St Fence SILT FENCE APPUCA71ONS 102 SILT FENCES N.T.S. D MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue SUN. 260 Maitland, ".d. 32751 (407) 629-8330 N W� 2 NF 0 nom Wa n Q S n i < Ys m V W z VI Z g Z m� In a g� C � E O n O dUl nm o� v JOB / 17009 UA1Et 03/08/2017 SCALE 1° = 60' DESIGNED BY: BBB j DRAWN BY. BBB APPROVED BY. 858 i i EP -1 140 130 120 6' P' 110 100 — A01 STs STR 1-8 H 6" CV AND CAP GRAPHIC SCALE W }A CA IED ( IN B68T ) I I Inch - 60 ft I -'-r,!!�-. I B' PVC ftNN ' � _ I SAN NH I07 PVI STA: Y- FIRE HYDRANT ASSEMBLY 1 - STA -11+56,43, 0.00 1 =P0708 ` ` r 8• TEE, (3) 8. O.K L PVI K:0.00 LVC: 116.74 50.00 I ma 30 B.A. d ai (2) 8. O.V. Q 8' 0.V. as d p' a HIGH — PT. STA: 11+15.00 sTs sTR �-z a TEMPORARY JUMPER CONNECTION TO WATER MAIN'" 1 on �, STA_ii+1T0.4J, -17.50. 1 r11 \/ 4. 2URN WILKINS YODEL 375 OR APPRO\£D EWAL STIR 1 3 F 1 �� 3 \ \� STA -11+84,43. 17STS 508 PT ELEV: 11564 O �.. \ SAN NH 001 0.00 � Yp� �TA.21+68.84, Or .l-•- i - IIIF ? I •- / 1 / n N -d n�$ I "��\_ IF o I I. na_ $ Y11- �-Ir 1 I , 21+89 pd 3 I I g eF' V� \ } 4 DIP WTI ^ +'' Z p20 IT�IF aI 1?� ill 1�� 2 A�� , 6• PVC RWMB' (IC G 1� �P Iz Z O^ A� a. C.V. AND e' TEE e' DIP wN l i=�B= �O �1-O I 41 ted_ '- s +�N52 (2) 8'x4' REDUCERS yy�T _Wy1 +^ 31 PYC RYM'V .FN FIRE HYDRANT ASSEMBLY IIJill,��- » IWI UTILITY EASEMENT, TYPICAL Nizpsi_ 8. G.V. AND IB' TEE A { I 25 SINGLE SANITARY SEANCE, TYPICAL I 'r () I1nntIz� Fa (2) 8•x4' REDUCERS uzi `- SINGLE RECLAIMED WATER SERVICE, TYPICAL SAN MH p4 STA=17+09.95, 0.00 STS STR -8 STA-20+61.73.-17.SOL ( P-8 ( STS STR 01-5 STA=20+81.13, 17.5011 11, I h I 515 STR p-4 DOUBLE WATER \ I SEANCE, TYPICAL \ I• 1 1 9 �. T I � _ � I SAN YH pe sTA-14+2161, O.t3R I sTA=75+89.89, -17.50. 9 II w 33 3'7 36 �, 35 \v311 \ 7 3 1 1 8' DIP WN j LJ u 8"PICII \ \ L, SHIGE w1, fin' __ _1 2:3 SS . SAN UH /02 STA_I9+98.39, 0.138 ti 18+ 17+ ` Bt00 900 QO I I P2 P0405 ` I — - --- ---- F j8 / -0.50 ��a imp WY L10 11 12 1 14 1b 16 11" 1� 720 STA_I4+71 1. .#05 STS STA 11-3 DOUBLE SALUTARY DOUBLE RECLAIMED WATER SAN 19 p3 STREET A STA -15+78.57, 17.501 SERVICE, TTPICAL SERVICE, TYPICAL STM19+48.39, 0.138 NOTE: FIXT GRAPHICAL CLAMTY, THE RECLAU/ED WATER MAIN IS SHOWN FOFFSET VERRCAILY FROM THE WATER MAIN. UNLESS NOTED OTHERWISE, i WATER AND RECLAIMED WATER NA/NS ARE TO BE INSTALtID LEVO. TO AVOID HIGH PgNTS, ANO YA1H A MINIMUM aF 3 FEET OF COVER. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 19+00 20+00 21+00 I WM J 8 PV 0 I 4 MADDEN CIVILENGINEERS 431 E. Horatio Avenue Sults 280 Maitl407and,) 629-Florid83a 3275130 ( pg y 17009 DATE: 03/08/2017 SCALE- 1' = 50' DESIGNED RSB j DRAWN BY: esB PP -1 PVI STA: 11+00.00 PVI K:0.00 LVC: 116.74 50.00 I ma de dad d ai �$ as d p' a HIGH — PT. STA: 11+15.00 a on c N HIGH O PT ELEV: 11564 O .- Yp� Or .l-•- �•- - IIIF �_� •- n N -d n�$ IF o �1 na_ $ Y11- �-Ir 1 t pd g eF' h a o ^ +'' Z p20 IT�IF aI 1?� ill 1�� 2 A�� 030 (IC G 1� �P Iz Z O^ A� 3 i=�B= �O �1-O (IL'1 I GI'� ted_ +�N52 yy�T _Wy1 +^ 31 It H ii » Nizpsi_ It zi ygii I1nntIz� Fa uzi 3380 �i Ft ul as fin' SS / -0.50 0.509 0.50% 2 % _ RWM CAP P-2 B' CEP WY, T1P. 515 183 OPE I I I I Ma5X I B' aP WY, TYPICAL P-7 P-6 3 SIS 1 _C__ LF HOPE 4' W C RMI, TYP. O I I ( O 1.51 P-15 P-1 35 LF 5 16 HOPE O C 79% RUN 12' MIN. P-4 8' PVC RWM, TYPICAL -/6 BELOW P-4 RWM 12' MIN. P-2 0}O -}60-6F'- P BELOW _ RWM 12' MIN. I P0203 43 LF SAN 8 PVC ®0. % BELOW P-7 I P0715 PO506 48 �LF SAN 8 VC 4D 0.40% t2• (IIP0102 P- :P0102 � 1 08 .81 o 1. 1.9 11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 19+00 20+00 21+00 I WM J 8 PV 0 I 4 MADDEN CIVILENGINEERS 431 E. Horatio Avenue Sults 280 Maitl407and,) 629-Florid83a 3275130 ( pg y 17009 DATE: 03/08/2017 SCALE- 1' = 50' DESIGNED RSB j DRAWN BY: esB PP -1 GRAPHIC SCALE \ H+ \ EXISTING UT CONSTRUCT, 4' FORCE PAIN Ox, C. \I ✓L 7�L� 12' MINIMUM BELOW EASTING RCPT pREC110NN. DSL UTILITY CR054NC J`9Si(1j(. �S 2 E) —G UTILITY P— G hq Jin lcj/ CONSTRUCT 4' FORCE MAIN '4 \ _ 12- 0 2 A `\, {n y0 ENSTNG ALUNMUN PIPE ANORAK ( i �'' 1 12' MINIMUM AHO\£ E7O571NC RCP E1O511NG UTILITY PpE �'./ H „t MAINTAIN 3 MINIMUM COVER CONTRACTOR TO REMOVEA2EPNR/REPLACE E)OSTING UTILITY POLE AS NECESSARY TO MST FORCE NNN EIOSTNG UTILITY POLE l,� 3� CONSTRUCT 4' FORCE NAM f0 ( CONSTRUCT 4' FORCE MAIN 12' MINIMUM ABOVE EXISTING RCP 4 PVC FORCE MAIN, TTP. C MAINTAIN 3' MINIMUM COYER 12 MINIMUM BELOW EmSIING RCP Ewsnec 6' FORCE MAIN I� ��r fyC �� vv� Walz Izo— — T _ _ zT� TILI i NG CONNECT TO EMSTNG 6' FORCE NNN �" I / POLE � �, O�� 6 may / /,y YG� ATH B'x4' WYE INSTALL 4' G.V. B 6' GV \\\ 7! / _ 1 _ U POLE —\Jr `p CONTRACTOR TO REMOVE AND REINSTALL OR REPLACE AE)GBTNG CHAIN LINK FENCE AS NECESSARY TO INSTALL FORCE PAIN //1 G 0 4 MADDEN CIVIL ENGINEERS 431 E. HoTatto Avanue Sulte 260 M.11J.d, Flo td. 32751 (407) 629-8330 a 0 W� a a_ ca J�W F- 5 w W n W o 0 LA0 00 U ,10g 1 17009 UTY POLE SCALE 1° 50' n IVE: DESIGNED BY: BSB j DRAWN BY: BSB 'PROVED BY: BSB /, II�Il 4 MADDEN CIVIL ENGINEERS 431 E. HoTatto Avanue Sulte 260 M.11J.d, Flo td. 32751 (407) 629-8330 a 0 W� a a_ ca J�W F- 5 w W n W o 0 LA0 00 U ,10g 1 17009 03/08/2017 SCALE 1° 50' n IVE: DESIGNED BY: BSB j DRAWN BY: BSB 'PROVED BY: BSB 12'- Slope To Flt 1 Orlwway i 7ia Std. r� Fpr �ab,, Vita, wrb ad gutter ad tnHto .gaaI pra,W. -} b«tka I* . at 17 sante- c«rraakn pbt. odpeenI to eaaete t al =wgsob and got carie as to IG, thh.p—at l0. ealh bbl o t. )*te not to .xc«d 300M MIAMI CURB N.T.S. Same 16 Sloe As 9Adjacent Pavement 4ur, T" Joint R Seal iv :v - t_ 3uR 4 VVEm Conc. Pav't. 2 Exp. Joint And Preformed Joint Filler 300A F.D.O.T. TYPE A CURB N.T.S. 4' 4' THICK 6' THICK O Driwraye /7 CONCRETE WALK AT SAW P.SJ., / COODONT FLOAT JOINTINISH SAW WT L &0 C, IN O JOINTS AT ATMIN EKPAN90N JOINT COMPACTED SUBCRAOE AT 20'O.C. YIN. 1/4' FIBERGLASS SKIMMER By SIOMMERS INC., OR BY APPROVED EQUAL 907 CONCRETE WALK N.T.S. PROVIDE 6' MIN. COVER / 15' HDPE OUTFALL IN14RT - 116.05 SECTION SECTION `-15' HDPE DUVALL TYPE C TYPE C CS -1 CONTROL STRUCTURE CS -1 — N.T.S. TOP OF SKIMMER - 119.00 SECTION AA -+11 12 —II Crab I TOP GRATE _ 118.50 Drat ,)'EV. ,kbt 6' V 10' •-e 27 R T— AC B Yaae Cutter v Cvb Md Gutia PLAN a' SECTION CC BO7lOM OF SKOINIIt = it&00 907 CONCRETE WALK N.T.S. PROVIDE 6' MIN. COVER / 15' HDPE OUTFALL IN14RT - 116.05 SECTION SECTION `-15' HDPE DUVALL TYPE C TYPE C CS -1 CONTROL STRUCTURE CS -1 — N.T.S. 24' WHTE THERMO- PLASTIC STOP BAR - DOUBLE YELLOW (WHERE NOTED ON PLANS) TRUNCATED DOME SURFACE 5CONCRETE SIDEWALK RED =BM WOUND ii�%r=��\ \\ �Y61E IEfiFRS �I. 28-4 30' HIGH�INTENSITY (STOP)SIGN 24' ENGINEERING GRADE STOP IInTr: SIGN FOR INTERNAL SIGNANGE ParIPC RIIFIS SHAT I -Ia'V= a -A-_ _ ==�"F. FPI'F aNnlrinS A71.nlrllrin i•FHrr,II A2 !4'S S-> _-l-F-TI F SI IPFAFF 3W WIJIL III 11711 LITHE I I_ J_ __-_`. ':i, G_LL �L .I ILLS S LILL --�--_ '-F' aS SHMAIII m nFTAII TD R= /. ztz STOP SIGN, BAR AND CROSSWALK N.T.S. CENTER OF SECTION AA RADIUS r D, 1 I (3111 24' WHTE THERMO- PLASTIC STOP BAR - DOUBLE YELLOW (WHERE NOTED ON PLANS) TRUNCATED DOME SURFACE 5CONCRETE SIDEWALK RED =BM WOUND ii�%r=��\ \\ �Y61E IEfiFRS �I. 28-4 30' HIGH�INTENSITY (STOP)SIGN 24' ENGINEERING GRADE STOP IInTr: SIGN FOR INTERNAL SIGNANGE ParIPC RIIFIS SHAT I -Ia'V= a -A-_ _ ==�"F. FPI'F aNnlrinS A71.nlrllrin i•FHrr,II A2 !4'S S-> _-l-F-TI F SI IPFAFF 3W WIJIL III 11711 LITHE I I_ J_ __-_`. ':i, G_LL �L .I ILLS S LILL --�--_ '-F' aS SHMAIII m nFTAII TD R= /. ztz STOP SIGN, BAR AND CROSSWALK N.T.S. 2 VALLEY GUTTER DETAIL N.T.S. . . . . . . . . . . . . . . . . . . . . ._ 'B11 TRUNCATED DOMES PROVIDE 6" to 8" SETBACK FROM CURB FACE EDGE OF DETECTABLE WARNING INSTALLATION TO MATCH RADIUS OF CURB. D E it '>�•'�. PLAN MIN. M1b1X. W B ❑ 1.67 2.47 E 65• IS • ••• F .4S .60' '.j•R'. G .67 7.47 TRUNCATED ❑ONES •� I I 2e PROVIDE 6-toF SETBACK FROM CURB FACE) I EDGE OF INSTA ABLE CURB vf�MTCH RADIUS F ELEVATION TO MATCH RADIUS OF CURB. CURB RADIUS DETAIL TRUNCATED DOME TRUNCATED DOME DETAIL DETECTABLE N.T.S. WARNING DETAIL Curb Ramp with Detectable Warnings Tru«ated domes and a9 rehted hsta®ed b C s,,fo—e tr tslt d acwdN to 000 d Mea,Kbf axons. detecta M ble mlV enface In.tabaeene enaa�at�IRdman ere reaieae«naHd ee tna ealoandme paaaaalan eadaas. As mawf—d by Vany rd ADA Systems ofAmedce, aegWvaknl rmm'.Vam,ard❑nb a.«m h ry \ sree<vene slderral F /'WYO CR GIC PLAN VIEW PLAN VIEW - (ALTERNATE DETAIL) MEDIAN CROSSING _ ells taiµ / nl S,tlenali Curh SM1 +` bi '� ' nenere xecessarY) z 1 Fa,l car -Wldfh-___ ____ __-n n 11 o w Z �� unary smP PICTORIAL VIEW PICTORIAL VIEW li II FLUSH SHOULDER FLUSH SHOULDER - II II (OPTION A) (OPTION B) - I-TI-TT7j-jl� PLAN VIEW L SHOWN / IJ u L1 Li LI L {-\1 (CR -D SIMILAR) Flanpeaay Gap b e'p tt (t{{{{ / e/ / i F Gap Vay Be up ro r ror PICTORIAL VIEW CR -G SHOWN PICTORIAL VIEW CR -G SHOWN Freiyhl-o+ly Rallaars PLAN VIEW (OPTION A) (CR -F AND CR -H SIMILAR) (OPTION B) (CR -F AND CR -H SIMILAR) RAILROAD CROSSING TYPICAL PLACEMENT OF DETECTABLE WARNINGS lAsr x aesGRrPnaM: 2015 IHoex r REVfSfON ° FDOTI DETECTABLE WARNINGS AND SIDEWALK CURB RADIPS xo, sxo. 07101113 �- DESIGN STANDARDS 304 6 Of 7 MADDEN CIVILENGINEERS 431 E. Horatio Avenue Sults 260 Moitland, Florida 32751 (407) 629-6330 N W �m En 0 I ��a o � x �g3 W �o Q n s n d = w U ' Z y 2 Z < 3 (7 W m E N n g O �O rn Y N a g o d ,pB B 17009 DATE 03/08/2017 SCh; N.T.S. DESIGNED BY: BSB j DRAWN BY: BSB APPROVED BY: BSB i i 8 0 DT -1 s V 11 ^ Jam_ a °'� •'t SECTION AA 6' a,_0• SECTION BB Future Cab Cutts CmewcflB 20' R 0, As S,— On Plan. A 1 -1 1(fi A Q ,)'EV. ,kbt 6' V 10' •-e 27 R T— AC B Yaae Cutter v Cvb Md Gutia PLAN a' SECTION CC 2 VALLEY GUTTER DETAIL N.T.S. . . . . . . . . . . . . . . . . . . . . ._ 'B11 TRUNCATED DOMES PROVIDE 6" to 8" SETBACK FROM CURB FACE EDGE OF DETECTABLE WARNING INSTALLATION TO MATCH RADIUS OF CURB. D E it '>�•'�. PLAN MIN. M1b1X. W B ❑ 1.67 2.47 E 65• IS • ••• F .4S .60' '.j•R'. G .67 7.47 TRUNCATED ❑ONES •� I I 2e PROVIDE 6-toF SETBACK FROM CURB FACE) I EDGE OF INSTA ABLE CURB vf�MTCH RADIUS F ELEVATION TO MATCH RADIUS OF CURB. CURB RADIUS DETAIL TRUNCATED DOME TRUNCATED DOME DETAIL DETECTABLE N.T.S. WARNING DETAIL Curb Ramp with Detectable Warnings Tru«ated domes and a9 rehted hsta®ed b C s,,fo—e tr tslt d acwdN to 000 d Mea,Kbf axons. detecta M ble mlV enface In.tabaeene enaa�at�IRdman ere reaieae«naHd ee tna ealoandme paaaaalan eadaas. As mawf—d by Vany rd ADA Systems ofAmedce, aegWvaknl rmm'.Vam,ard❑nb a.«m h ry \ sree<vene slderral F /'WYO CR GIC PLAN VIEW PLAN VIEW - (ALTERNATE DETAIL) MEDIAN CROSSING _ ells taiµ / nl S,tlenali Curh SM1 +` bi '� ' nenere xecessarY) z 1 Fa,l car -Wldfh-___ ____ __-n n 11 o w Z �� unary smP PICTORIAL VIEW PICTORIAL VIEW li II FLUSH SHOULDER FLUSH SHOULDER - II II (OPTION A) (OPTION B) - I-TI-TT7j-jl� PLAN VIEW L SHOWN / IJ u L1 Li LI L {-\1 (CR -D SIMILAR) Flanpeaay Gap b e'p tt (t{{{{ / e/ / i F Gap Vay Be up ro r ror PICTORIAL VIEW CR -G SHOWN PICTORIAL VIEW CR -G SHOWN Freiyhl-o+ly Rallaars PLAN VIEW (OPTION A) (CR -F AND CR -H SIMILAR) (OPTION B) (CR -F AND CR -H SIMILAR) RAILROAD CROSSING TYPICAL PLACEMENT OF DETECTABLE WARNINGS lAsr x aesGRrPnaM: 2015 IHoex r REVfSfON ° FDOTI DETECTABLE WARNINGS AND SIDEWALK CURB RADIPS xo, sxo. 07101113 �- DESIGN STANDARDS 304 6 Of 7 MADDEN CIVILENGINEERS 431 E. 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Tb ww Rbb dw.n m b r•dmVdm ahumva utl aM dmb dwa and Wd tlrod• and uW m lea Mq Mmyb ,MS Hk and Mk fMb aR N fayM h Bw d U• bellve dab al tM NL a Mr afim uw! d•dV,al�T)D• kwa pm,M1ltl far op abae4aea, egnaba dm• c oqr bdtpm maY M uW b m�faatlm aDl, aab Nd Tp�r•• ]P 4 m id, edtm Wk Waa Maabe dam h Nn pm. oUr .lorded q. 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P{]e (4DBD Gd) may M Dae h T. s. Rdnfmoennt DdaR shd.n IAN. Nord FnpWr. iN• nolo a4p+a b 6b gide mfA atl F Dm d awe -and ... m,ak. prmd Rina maafaNM .1,M m mor Uu'Stmdvd Waathb P,mdae' b U• 0. Ao ked bur kd Fa,. li' my�ao�n yNaa ge,Ae dwa —to kMmF�rst¢ Wm knchaa dw0 M Y9Md o mhlnun d U bur Aankea 14 t'V5 M trm,a and eoww and b agd.*nimy hplmb apelim of peed 4aFeda peaNela p 6bY rdNdv Ila1 a � � m� Q Aelb Dna eo m es la add.e w. a1P• a, TOP NEW �2'-0' a 3'-0' IL SECTION TlWEn- I '_I(00) TOP NEW 1, WALL secnoN TVp� SECTION M ... Fa Cob W.b Tpa 7 k B TOP NEW SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES Er THC( - RE WORCNO PARAULEL TO 94M WAY AND LANG WAY) l3T�iYdd O_�}CSaO_ �aC/�1•E�FIO �T'rsri0�TJ0 �resTg��:s�rd�•>_ iTSClT{E0iJ'Gr:iO �['Li3YOi% —i0 �1Sd•�I�' �aF10�� 121FAlL MO1LbR__RIGS AIR b ■� 1. gab Mfaeennt b apprmdab b laR btrvnivy e,d wtt A Ii l 11.k M fl b qa Dolma blaan 4p of boor dab to belNn a µpm d CL.STRUCTURE BOTTOMS TYPE J AND P N.T.S. NOTES (FRAIAES, AND COVER) From. Y gPFNNO 2-1e Bmb Tho 212 y mw b to M uW far dl tvnr Tip Mr.� and 2-/S Bar• t. 2-P,i•d• Cow, and la t• t mw for a0 prrAma tame, a t&5 q. cow It 1} d b (Wlik t)pelTh �m inr6a T storemd� 6�2i. 1p,�iee4 Rma.ay Dna erto De+yl Na 2d, b t.redibn at sa((1, demw n o g same. d••p ,my Fkdla/ tm,a ep ..at. , Rig lbw 250 2 tba IL It ILLI p.rmitt•d Th• I05 q, mwb an to b pbced b adeBie ■ deep eaatad 6amea mIY .hen BmOyy wed W h inF LL11 Pm• a ca wad6caRY dt•Ned Y to Fn9F,.. ' Al Rdnssemnmt N. 8 Bon Ett pt 9-y Ban Shorn. Bon Spored O B' Centura BON van Eaawl ukm. gime It BsA O ]' Canton. AB ev .tl z-Ae Bur. SNaoko Curled 4s•1,, 0, o Embedded q Aaamd NOTES (T'OPS)xlt T. s. Rdnfmoennt DdaR shd.n IAN. Nord 1. Ymhde top Type ]dobe lore be of aa.a .•� emmeta Cm"W um d 't t REINFORCEMENT PLAN N. 3 of 9, Fvnpt M Conmetb m epetllled h As1Y c -4]B may be uaed lar preoral miy s Gerard Nato Nw 1 Md Burs wound Ymtae Open v Mol Be Hooked. SY V-0' c, 3'-0' }• 2 Ymhd. tap Tp 7 dove may b• 01 mel -a -plea m pr.ad cm,tnctkn. Th• mNmd koY b fa pr.met tope �� d h Ma of dopy F—.' and orb� Fbe me I. b• amilbd .hen taapp b .,.d ow a yn<Nan boa F a vi be adyated .M tam ma b tlx E. of brkk _D T1� b 3. Ymhd. lm =8. ay b o1 met -F -plow m pr.Owt lB' Fa 3'-6' k urn t• emtbn m bolt mneWelbn. Fm emml, 1}'14kknd Key A• 10• Fm S' d 7 Dia. biWetl-, t• curvet. and algid reafomm�ml Mao —1 th• sour• a• t• wpparthp ev0 udt M ,mmtrb 10 "ft Thkknao d urn• may b• .ee& sWctun N'di N4. Ymhde lop, endl ba amnd to eW , by WtImd 4'-D' S' Y WALL SECTION SECTION w�.b.cNm )ante a .ha.n m shat a a & SECTION TYPE �� TYPE 7-T (TRAFFIC) (H-20) Fm Cub Weh Tya i, 2, 3, k 4 Pldt-up Hda 9ufnu d TOP NEW CAST IRON FRAMES 3a d A L T SECTION COVER FOR ALL FRAMES WEIGHT OF CASTINGS From. Y gPFNNO S' OpENNC Cow Ty" Fmma (sb.) Fans 2-Pba Cover Cover fling Toto - 126 lbw 212 Ib 210 W 212 W 2bp tb 462 lbw -- IJ4 Lba 212 Ild260 lb Rig lbw 250 2 tba nr... 96 Lbs 212 LM 210 Ib 212 lD, TSO lb 462 lbs }'Gdwnb Na. 4 Com.• P z' uh -B' umL ren I t atd, Pohl To Yatdl .1-81 b 1 Rb. 3'-e' tr 4' PRECAST CONCENTRIC CONE A Conma1 Or R'FF s.. Bat. a r Dia ,Nb Bur. Y-s'a4'DI _ BRICK CR CONCRETE 2'-W2' n -W &Id Ta lwfdoln ` Rbm Pt,a 3'-S' tr 4' rr PRECAST ECCENTPoC CONE MANHOLE TOPS TYPE E MANHOLES t fpm it Note: Grwt to as t O1 3:1 smd-C t Yldma w my Goa Cmm•ta Fai AIL SIf61CItR6S 1■■F5g E]m.IDEU By SPECIAL DETAL DRAINAGE STRUCTURE INVERT NOT- soup bottom wprq i to su d) mmhda and Wet lyes Coot Iar wap bollmn to M htlud.d h t. aminot .nit prke Im Wat b mmhde. SUMP BOTTOM BOTTOM NEW zoI SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS lLi! 0l�1�'IO tEm�tsd•�aLlI�O s%�s v�=,ra�vi0 �3iTY�d•�'diC1�� ALL DESIGNS - RECTANGULAR STRUCTUF SLAB DESIGNS - ROUND STRUCTURES SLAB 9JIB DFPTFI ilidOF.99 .� ■ r- n ' HALF SECTION CAST IRON GRATES I TYPE C PLAN Apprpx. Weight 235 Lb. CAST IRON GRATE sit 2�p• , (trot. T ea. 1 Er Bae Sw Flu 2a1 yy TN SECTION TYPE C TYPE C 54dbht Bur. Y;% Re --,d Yaahnum P4, 54a Re1fvAFe Ran 13 If Y-0' Wd-Ie' rk. emd,ls''x}' Y -f' Wm -24 Pipe AW- Wght ROD tba STEEL GRATE 2,-0• e' e' �unlbab oNm,da a Shorn On Plena NOTE Alt. B Structure Batton Only. Sob Dota9 No. 200 GENERAL NOTES I. Thew ImW m Wtdd, fm bLy4. and pedaWm more and m to b..,.d h dld,N .,dors and oth. msa wb).d b phew ml Wf6o loadhga but oA net to b PIw o F mem eb),t to my hoary .hod I -da 2 W.le wb) c to mhhwl drbrb dada b• cmeWclad .M -t dols oboe d• b a =W— Web dwld be my W e data Salted W.h Iaatd *Mb rwd.dy deur curve and h mem vmaeWe to pedw4lm, ohdl hen frawaml• dao The 4awr.aN. dot mod tfm b na! ad,tdd, to Wet Ty. w Soto may b• cm, W at dt. m bat end. va .hour m plena 1 SIM pate m to b. .M m a0 Web .Fn bL-A. WDk b mtk%.t d Stoll gate ae to b. veal m a0 W.I. ,Ht b._w dale Btm curt bur m .led pate. may ba d ;=I. .Itmt doh .h., Ne)d, 4afI1O b not mtki.tl Baer m,t kw m ked may b, u 1 m dl Wd. VIA nm-traweahl. dots subpcl W t. Moctlm damped dhow, .M Atm d, a pat. I. ape d th t• Pau. dln. t. ,t•d pay hat dpp.d bdm4.4 oft. fabrlatWl m t. m.t ten grate may b, we( ml.a t, Pura a paate t, pawl W tpe. 4 Recmmmded makmum plea aha •hour ab hu amoral, pb,. Plpe *a Imbm tm Naas mlm must b, &.aped fm SL a M o ..W -- and edge of amml. on to b. dmr}irM 6. Pmnmt b bs uad m Wd..01 wt doh and W,b .Rh nm-4awemir lob mly .hen wood I. h t. Pens; bot n *w m dl t' d dol Wka Cwt to W hdudW F cmtnct mit prfw fm W.4 W -m . atom m ar Flomwlim may. STRUCTURE BOTTOM FOR INLETS TYPE C 7. r w , dab urn W h &%V Wet, enol b, pod fm as Wb pm a, and elw0 blvd. qe cwt for dot gip Ih P.,k,9 and my rewhed rbiOemwnt pale•A S. Sado g la b, and m dl W,h not Io W In paved mem and pod fm md. c tb t mH pd. fm spddhq sy. B. Fm wpPein, dd.l. ea U,tol Nn 201. 1Q Bhm .atl h WfRo meas .. am tl bad,g grata U.S. F=m WO/ w quo. z3zc F.D.O.T. TYPE C INLET N.T.S. 3 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suit. 260 MaNand, Hors -83 32751 (407) 62930 N O 6 m I ��b x 3�3 w� Q n S w d � � E Q >C m U z � z o m b N E O p (? Y o Q H o v e ,pg M 170o9 m DATE: 03/08/2017 n SCALE: N.T.S. DESG14ED BY. BSB j DRAWN BY: BSB APPROVED BY: BSB i s DT -2 Ir-W.l TWa 2 Synm.W d About I 6 iAo A M� 2' Dia. Caw Mai, i, a OP$ ' + p I Wet L ,.:. J Supper! Pwt tr-o' LA PLAN (INLET TYPE 2 SYMMETRICAL ABOUT 1) T. Be Pok L IN Of Wet C ,e .Uaa To B. Pak fiL Of QFtteMFt Fm. D. e: D. Y i -Tr SECTION BB (INLET TYPE 2 SYAIMETRI ABOUT 1) Sa Nota �` b• \ Conae4 � 1 ( Na 4 9rpporl pmt e•ete b' 1 Ij 7-a' DIMENSIONAL SECTION INLETS TYPES 1 AND 2 ONa�'itaeN9iom n]W#4 REINFORCING SECTION S-8' DIA. SR2UCIURE BOTTOM (SECTION M) SECTION Na Oat 6' cans e• t PLAN (INLET TYPE 4 SYMMETRICAL ABOUT 1) 04MENSIONAL SECTION INLETS TYPES 3 AND 4 e:i 21TF� Ppeai 24PMd �mp.rMd Smaer. 21 Nil" To I Poe Fm Pod IB' Md S,ael. 1:1 Fm Por 24' Md L-- P7z MITERED END SECTION N. T. S, wmt i rA ww Ban O 9•mLL 06 Ban Gj 4 Dad or Face Of f8 Ban O b' L-A 6' \ Omcal. 9ry a,t paat INLETS TYPES 1 AND 3 �a r—A N Ban C� Back Of /8 I6 Ban Fam Of dab R Baa OB' L—A b• \ ca—t. 9:pport Past INLETS TYPES 2 AND 4 SLAB REINFORCING (1 Batton mm = Udm b•BOBs,o 9' b' 7}• 7}' ��• tee Sham p RO Ban 0 8' Chv. R µ Ban P - ee°au 1Yays µ Bae o B' cba DIMENSION 4e-0' DIA. STRUCTURE 13011014 (SECTION M) (TYPE E GU' TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 z10 CURB INLET TOPS TYPES 1, 2, 3 & 4 N.T.S. HALF SECIIQN SECTION M) s MADDEN CIVIL ENGINEERS 431 E. Horatio Awnue Suite 260 Maitland, Florid. 32751 (407) 629-8330 Q v r) J N W o 0) OD, N U W Fs W z 0 o U UW 0 0- U JOB 1 17009 DATE 03/08/2017 SCALE: N.T.B. DESIGNED BY: BSB DRAWN BY: ase APPROVED BY: BSB DT -3 GENERAL NOTES t, mr�ww n4�a°. my1d��>o Mfr . w.a t°°a i in. piopoaad YMNk meNd•/1 ba}err. °pe m grade o 18}'/8 TW Bon 2 rY htdnaled�atala �accaaa� a..tq �k��hn J}'J6 Bohan Bon (he y. 3" tgp�.eh �m.t-In-gaa"e s -B' SWetun Bottom sal i :noWmet yN w: �� b. NfAeWr t 1 2/ F" 18 Ym 4'-0' SWctwe Bolton prams! emaata .=VwiN b e0owdr tarolap �d b 3nq�utr4idnaY 4, 1h,.= V B' 8. Fm eupplanmld detae. see Index Na 201, i wy rwnd --te support post :U be .x tabic rY 7. Theca Weis are to be used alth Qd, ak dotter T,Pd E and F. L—ta oulske of pda.Win arw.adk aha. pracUcol Fr dunbua bottans se. ind.e Na god - Ban o B' Obs. B Idab) ( bal far undr N. =t,aat unit Price f idete HALF SECIIQN SECTION M) s MADDEN CIVIL ENGINEERS 431 E. Horatio Awnue Suite 260 Maitland, Florid. 32751 (407) 629-8330 Q v r) J N W o 0) OD, N U W Fs W z 0 o U UW 0 0- U JOB 1 17009 DATE 03/08/2017 SCALE: N.T.B. DESIGNED BY: BSB DRAWN BY: ase APPROVED BY: BSB DT -3 Roadway Legend Q Driveway. approach and sidewalk 6" Thick - fc' _ 3,000 psi ® 28 days, 6" x 6" wire mesh Q Sidewalk: 4" Thick - fc' = 3,000 psi ® 28 days Q Expansion Joint: bituminous fiber board material 1/2' thick and full depth ® Construction Joint: tooled, dummy or sawed (Y depth minimum, spacing equal width of sidewalk) Q Approach Transition: Flair 3. - Curb shall be dropped If not mountable Notes: Curb shall be dropped through driveway with 3' transitions each end of driveway for non -mountable curb. All wooden slakes used in form work to have 2" or more of concrete cover. PVC/HDPE Restraint Table Ttaated wood skids Minimum Length (FT) to be Restrained on each side of Fittings) Minimum Length (FT) to be Restrained on Each Slde of Fitting(s) Fittings 4" Pipe Size 6" 8" 10" 12" 16" 90' Bend 18 24 32 38 44 55 45' Bend 10 10 13 16 18 23 22 1/2' Bend 10 10 10 10 10 11 11 1/4' Bend 10 10 10 10 10 10 Plug or 30 Branch of Tea 47 64 81 98 133 NOTES: 1. The restraint values as Indicated by the 'Restraint Table" are minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2. All fittings shall have restrained joints unless otherwise Indicated. 3. No restraints required if continuous pipe length to fitting Is greater than value provided in "Restraint Table above. 4. Where two or more fittings are laid In-line, use greatest restralnt length for coverage. 5. Fa in-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise Indicated. 6. Lengths shown In the table have been calculated In accordance with the procedures outlined In "Thrust Restraint Design fa Ductile Iron Plpe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand -Slit Mix.) Laying Conditions: 5 . 7. For Pipe sizes not Included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. Finished Gr.deA �T`i��i�Yi�ii�ii�i��5��ir�i��i��ii�i��q�i��Finished ♦ ♦ Grace Concrete block Tape •♦�i�6♦�i♦�i♦��i�♦4`��G`�i�:��i♦�i♦�v��i;G�G��G�♦off•..Early Warning --- Existing Grade brick and mortar an is 1" Stainless steel all filling at (See Note 4 6" Minimum Cc r I Hole ending su.� (two �v�I'Dy F y/�y ..both and. ..............................1� Restrained JI -in ' i per set of a Ids 1"A 1" maximum ;Il l, 6" Minimum If- Ttaated wood skids Minimum Length (FT) to be Restrained on Each Slde of Fitting(s) at 10' maximum Pipe�r4��¢)¢i;�.7J Clean F Steel Casting P spac(ng II 45' Bend 7 5 11 13 16 (See Nota 2) Cross 8 10 11 1/4' Bend 5 5 5 5 Section #10 THHN Ductile Iron P 98 133 Tracing Wire ♦ ♦ ♦ ♦ 1" max. from ♦ ♦ e. rout 1Stalnleas steel 4' x 4" x - banding strap Long treated wood -'C' .. �.� .. .. _ - .,.. skids get Iron frame and cover Valve (See Note 3) Base/Subeoge pip. I P P ' 4ga A5 2" Nipple ( " • • --2' Transverse Section NOTES: NOTES: 1. When construction Is within foot jurisdiction, additional 1. All pipe shall Include the Installation of E10 THHN copper tracing wire requirements of the utility accommodation guide shall be capable of detection by cable locating equipment. met. 2. Tracing wire shall be buried directly above the transverse centerline of the 2. Casing spacers, as specified in section 33.4.4. of the pipe• manual, may be required by the city of may be substituted 3. End(s) of the locating wire shall be such that wire can be accessed by in lieu of wood skids and banding strap, locating equipment assessing the wire In a valve vault or blow -off box. Wire 3. Larger skids shall be required for pipe greater than 24" Is required to extend 12' minimum above finished grade. diameter 4. Unless approved by the City, early warning tape Indicating the type of pipe 4. Where practical, casing shall extend 10' beyond edge of shall be required. pavement and shall not be less than 6' beyond edge of 5. All directional drill pipe shall have locating wire attached to the top of pipe Vin any case. The city may require longer casings and shall remain on the top of the pipe during installation. for deeper bores. 6. All service lines shall have locating wire placed on the pipe as described In City of Ocoee detail UT405 'Utility Service Connection" Driveway Approach Detail PVC/HDPE Restraint Table Boring AndJacking Detail Pipe Locating Wire Detail N.T.S. aaoe. ITAa05 N.T.S. Ocoee m104 N.T.S. U. arias N.T.S. 0- MOB 4' x 4' °a See Note 3 NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fll compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-180. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6", or as needed, to provide non -yielding support for the pipe. All unsuitable material shall be removed from pipe bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient In size for haunch compaction, but shall be no greater than 15'on each side of pipe for pipes less than 24" in diameter (24' for pipes 24" In diameter or greater.) 4. Water shall not be permitted In trench line during construction. 5. Pipe line shall be Installed with bell fitting facing upgrade. B. Gravity sewer shall have o 6' minimum rack bed. Pipe Bedding and Trench Detail N.T.S. Ocoee urIGI D.I.P. Restraint Table Minimum Length (FT) to be Restrained on Each Slde of Fitting(s) Fittings Pipe Size 4"6" 8" 10" 12" Clean F 90* Bend 15 21 27 32 37 47 45' Bend 7 5 11 13 16 20 22 1/2' Bend 5 5 6 7 8 10 11 1/4' Bend 5 5 5 5 5 6 Plug oorf Tee Branch 30 47 64 81 98 133 °a See Note 3 NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fll compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-180. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6", or as needed, to provide non -yielding support for the pipe. All unsuitable material shall be removed from pipe bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient In size for haunch compaction, but shall be no greater than 15'on each side of pipe for pipes less than 24" in diameter (24' for pipes 24" In diameter or greater.) 4. Water shall not be permitted In trench line during construction. 5. Pipe line shall be Installed with bell fitting facing upgrade. B. Gravity sewer shall have o 6' minimum rack bed. Pipe Bedding and Trench Detail N.T.S. Ocoee urIGI D.I.P. Restraint Table Minimum Length (FT) to be Restrained on Each Slde of Fitting(s) Fittings Pipe Size 4"6" 8" 10" 12" 16- 90* Bend 15 21 27 32 37 47 45' Bend 7 5 11 13 16 20 22 1/2' Bend 5 5 6 7 8 10 11 1/4' Bend 5 5 5 5 5 6 Plug oorf Tee Branch 30 47 64 81 98 133 NOTES: Earth 1. The restralnt values as Indicated by the 'Restraint Table' are minimum values.Deslgn engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2. All fittings shall have restrained joints unless otherwise Indicated. 3. No restraints required if continuous pipe length Is greater than value provided in "Restraint Table above. 4. Where two or more fittings are laid in-Ilne, use greatest restralnt length for coverage. 5. Fa In-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise Indicated. 6. Lengths shown in the table have been calculated In accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe' as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI So® Designation: SM (Silty Sand, Sand -Slit Mix.) Laying Conditions: 5 7. For pipe encased in polyethylene, use values given in parentheses or Increase the given value by 150% B. Forpipe sizes nal included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. Ductile Iron Pipe Restraint Table N.T.S. ape. Was 3" Dla. Bronze Disc anchored M cancrete pad. 3' f4 Be, 16' Diamond with in 2' minbmum concrete coves Valve Box and Cover N is 6. 3" We. Bronze Dlsa 12' anchored In concrete pad. SS;;Z- Size of the main. roe Twe: Type of valve. semce Service, Water, t, a Tr Reclaimed or Sanitary Dir. & Tr.: Direction to open and / of 3' Dla. Bro6aeiilisc 3" Dla. Bronze Disc Valve in Non -Pavement Area N.T.S. WARNING TAPE NOTES: 1. Bronze identification disc shall be required for all valves as required by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve collar shall be 24" x 24' x 6' for bronze disc applications, and 18" x 18" x 6" all other locations. 4. Concrete for collar shall be fc' of 2,500 PSI minimum 0 28 days. 5. Valve box top and collar shall be even with sod, with grading transitloned over 5'. Valve Collar Detail N.T.S. amee ur107 Tap main Reinforced required ervlce saddl4frete Bedding Re City of Ocoe a ng Utility M Engineering Standards Manuel Standard xI. Ing or Application Proposed Grads .at Iron 2' Volvo Box Brass Shut OffPipeate Valve ith Extension 0' Fltting 90' Fitt i 2• Pipe Coupling Penetration Utility Me Shall be Grout Sealed Offset Application NOTES: 1. Above detail Is based on 2' combination air/wcuum rdeo.. valve. Change pipe and fittings accordingly for other volve sizes and types. Valve sizes to be determined by the engineer and approved by the city prior to Installation. 2. The minimum dimension from top of pipe to finished grade shall be 4.0 feet. .3. All fittings and piping far the ahoil be braes. 4. lack bedding shall extend out V beyond moult footing and be a minimum of 6" thick 5. Offset appllca6on and diatence from main to the center of the air/wcuum wive ehail be approved by the City. Air Or Combination AirNacuum Release Valve Detail N.T.S. °cva° un Os MADDEN CIVILENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-6330 J_ W a � ❑ Z W 0 W W W o W O O w O Uo v U 0 O U U � U Me IF 17009 OATS 03/08/2017 SCALE N.T.S. DESIGNED BY: BSB DRAwN BY: BSB CD -1 4" Maxim " surface Treatment Finished Gra Vase Box and cover flush with finished 9' graded co rout 4' -'C' .. �.� .. .. _ - .,.. Premolded Plastic - Joint er nt get Iron frame and cover Valve Base/Subeoge pip. I P P ' (ARV/Combo) 2" Nipple ( " • • --2' Port with threaded plug Valve in Pavement precast post with bronze2' disc set in grout '•� n'i Shut Off Area N.T.S. .__... ..,. _. Gate Valve 3" Dla. Bronze Disc anchored M cancrete pad. 3' f4 Be, 16' Diamond with in 2' minbmum concrete coves Valve Box and Cover N is 6. 3" We. Bronze Dlsa 12' anchored In concrete pad. SS;;Z- Size of the main. roe Twe: Type of valve. semce Service, Water, t, a Tr Reclaimed or Sanitary Dir. & Tr.: Direction to open and / of 3' Dla. Bro6aeiilisc 3" Dla. Bronze Disc Valve in Non -Pavement Area N.T.S. WARNING TAPE NOTES: 1. Bronze identification disc shall be required for all valves as required by the City. 2. Exact shape and size of bronze disc shall be approved by the City. 3. Valve collar shall be 24" x 24' x 6' for bronze disc applications, and 18" x 18" x 6" all other locations. 4. Concrete for collar shall be fc' of 2,500 PSI minimum 0 28 days. 5. Valve box top and collar shall be even with sod, with grading transitloned over 5'. Valve Collar Detail N.T.S. amee ur107 Tap main Reinforced required ervlce saddl4frete Bedding Re City of Ocoe a ng Utility M Engineering Standards Manuel Standard xI. Ing or Application Proposed Grads .at Iron 2' Volvo Box Brass Shut OffPipeate Valve ith Extension 0' Fltting 90' Fitt i 2• Pipe Coupling Penetration Utility Me Shall be Grout Sealed Offset Application NOTES: 1. Above detail Is based on 2' combination air/wcuum rdeo.. valve. Change pipe and fittings accordingly for other volve sizes and types. Valve sizes to be determined by the engineer and approved by the city prior to Installation. 2. The minimum dimension from top of pipe to finished grade shall be 4.0 feet. .3. All fittings and piping far the ahoil be braes. 4. lack bedding shall extend out V beyond moult footing and be a minimum of 6" thick 5. Offset appllca6on and diatence from main to the center of the air/wcuum wive ehail be approved by the City. Air Or Combination AirNacuum Release Valve Detail N.T.S. °cva° un Os MADDEN CIVILENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-6330 J_ W a � ❑ Z W 0 W W W o W O O w O Uo v U 0 O U U � U Me IF 17009 OATS 03/08/2017 SCALE N.T.S. DESIGNED BY: BSB DRAwN BY: BSB CD -1 fPlpa/Moln color based on use. jj M.M (typ.) u.m (t)q.) I I See Note 2. for -ll lettering size and orientation. PIPE LETTERING NOTES: 1. Lettering shall be per the American Water Works Association. 2. Lettering shall be a minimum of 3/4' in height and shall be be facing up when the pipe is installed. 3. Lettering must be permanently Imbedded Into the pipe/main, not painted or stenciled. 4. Lettering shall be of contrasting color to pipe/main color. Pipe Morklna Le S. u.M (type) Y.In (type) uch (type) Diameter = 2.5" to 4' 3' Tape centered along the tap half of pipe. • 1 wen . 1 wan . 1 wen Yah t Mdn five.)Yatn l Diameter = 6' to 16" Two (2) 6' Tapes along both sides of top half of pipe. 7 4•X --� 1 Oen • 1 4•n u.In Jui2.2 van (bps) uwn (t .) v.In (ha.) Mein ' (t)9e) Mein (1 e) Diameter = 20" and larger Three (3) 6" Tapes along top and both sides of top half of pipe. WarningTape N.T.S. WARNING TAPE NOTES: 1. Tape color shall be in accordance with (same) as main/pipe color. 2. Tope lettering shall be at least 1" In height with no greater than 12" In spacing. 3. Warning tape shall extend total length of pipe. Pipe Identification and Warning Tape Detail N.T.S. Be_ ur111 Pipes/Mains Separation Requirement Table } Potable I Reclaimed anitary Sewelstorm Sewer Horiz. Vert. Horiz. Vert. Horiz. Vert. Horiz. Vert. Potable Detail UT201 Inside o Manhole 3' 12" 6' 12" 3' 12" Reclaimed 3' 12"ZZ 3' 12" 3' 12" Sanitary Sewer 6' 12" 3' 12"3' (Wrapper to be 12" Storm Sewer 3' 12" 3' 12" 3' 12"ZZ Private NOTES: i. The table represents the minimum separation requirements as described In F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.). These separation requirements shall apply between newly proposed utility lines and existing or proposed utility lines. 2. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 17-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, -and the separation list for sanitary sewer shall apply. 3. Alternative water, such as storm water used for Irrigation, shall be considered reclaimed water for separation requirements. 4. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 5. Concrete encased pipes/mains shall use the separation of D.I.P. 6. Where minimum vertical separation from potable water cannot be achieved, the use of one full length (20') of D.I.P. centered at the crossing shall be permissible. 7. All utilities shall be Installed with 36' of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36' coverage. B. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and Is subject to special conditions and materials. Pipes/Mains Separation Requirement Table N.T.S. ocee. ur113 NOTES: 1. All pipe shall be Installed with j 10 THHN solid copper tracing wire. Tracing wire must be Installed directly above the pipe In a contlnous circuit. 2. Tracing wire shall cover oil main, pipe, branches (Including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12" above grade at required Intervals and/or valve lids. 4. Tracing wire shall be coiled and placed in a valve box and sholl be easily accessible. 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be placed In a properly Identified PVC valve box. Tracing Wire Location Detail N.T.S. aeO•• ur112 NOTES: 1. This detail is for cast In place standard and receiving sanitary sewer manholes. 2 Sewer main sizes connecting to the manhole shall range from 6' to 24" In diameter and not less than 2' from floor of bottom casting. All other sizes shall require separate design and approval. 3. All manholes where any Invert Into the manhole exceeds 18" shall require a drop connection (See detail UT201). 4. Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" to 36% Concentric configuration shall require written approval by the City. 5. Receiving, forcemaln connected and drop manhole shall be continuously lined with Green Monster TM liner at 90 to 110 mil thickness or approved equal. 6. Bottom casting shall be monolithic with first riser. 7. Riser between top cone and bottom casting shall be no shorter In height than 60". 8. Manhole cover to be set 1/4' above and matching slope pavement and should be set at plan grade unpaved areas. 9. All seams from structure joints, pipe connections and ring shot[ be WropldSealed. Sanitary SewerManhole Detail N.T.S. • Precast Manhole Wall } Manhole Invert Ben Connection Outside a Plan View Detail UT201 Inside o Manhole Pipe andBituminous y on o e lope To Terminal t Pre -Molded Plastic All Joining Coot all F Joint Sealer with Protective Wrapper Surfaces to be Exposed Surfaces Rotate 30° (T Spring Line (Wrapper to be Pre -Primed (See Note 3) Removed) Sewer Main _ Private ow In, to be Private To Home Monollthle/ smoothly sloped in the Section View Base direction of flow with Wall Joint builder in accordance with standard plumbing code. channel matching pipe Section 2. Locote clean -outs as close to the property line as Provide one continuous possible. diameter 3. Invert of service lateral shall not enter sewer main below loop of tracing wire with j Invert Section 4. The minimum terminol depth as required for house service 24' of excess and coil exce.. tracing wire In N.T.S. oc°•• ul- valve box Ring M9tothreez ar See Mortar in Rin g Nfor Adjust final g10 THHN Solid W1rs\ Sover cover grade Cone with 2 to 4 Transi courses of See N brick BituminousTar) Coating Bothand 5" Outsialls 4" Invert Benchree quarters height of pipe, gently sloped (12 to 1) and bituminous coated f" Min Rock Bedding 9' Thick I- Extending 9" Beyond 8 Min. Float Tab NOTES: 1. All pipe shall be Installed with j 10 THHN solid copper tracing wire. Tracing wire must be Installed directly above the pipe In a contlnous circuit. 2. Tracing wire shall cover oil main, pipe, branches (Including fire hydrants) and service connections. 3. Tracing wire shall extend a minimum of 12" above grade at required Intervals and/or valve lids. 4. Tracing wire shall be coiled and placed in a valve box and sholl be easily accessible. 5. At dead ends of mains, pipe, and/or service, the tracing wire shall be placed In a properly Identified PVC valve box. Tracing Wire Location Detail N.T.S. aeO•• ur112 NOTES: 1. This detail is for cast In place standard and receiving sanitary sewer manholes. 2 Sewer main sizes connecting to the manhole shall range from 6' to 24" In diameter and not less than 2' from floor of bottom casting. All other sizes shall require separate design and approval. 3. All manholes where any Invert Into the manhole exceeds 18" shall require a drop connection (See detail UT201). 4. Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" to 36% Concentric configuration shall require written approval by the City. 5. Receiving, forcemaln connected and drop manhole shall be continuously lined with Green Monster TM liner at 90 to 110 mil thickness or approved equal. 6. Bottom casting shall be monolithic with first riser. 7. Riser between top cone and bottom casting shall be no shorter In height than 60". 8. Manhole cover to be set 1/4' above and matching slope pavement and should be set at plan grade unpaved areas. 9. All seams from structure joints, pipe connections and ring shot[ be WropldSealed. Sanitary SewerManhole Detail N.T.S. • Precast Manhole Wall Property Llne (Typ)I Double Wye/ Bond Grout with Hydraulic Cement Around Plan View ient ector Pipe andBituminous Finished Grade` ecl.mp lope To Terminal m Depth At 1.0% Minimum Coot all F T .) Exposed Surfaces Rotate 30° (T Spring Line (See Note 3) Sewer Main Private Pae Coennection f r Pip s Lass Than 24" Section See Connection Section Above for Tie -In Influent to awn T. i --PVC Tee Influent to a17 nn Drop Connection Pipe (See Note rcrete Pipe E casement Spring Line of Pipe to Top of Bottom Slab and BywArfatorise -Drop Invert Standard Drop Section NOTES: 1. For manhole details, see Ocoee UT200 Sanitary Sewer Manhole detail. 2. Drop pipe and fittings shall be of equal size and material to the Influent sewer line. 3. The drop connection provided above Is limited to pipe size less than 24". Alternative design must be approved by City for pipe sizes equal or greater than 24" In diameter. 4. An outalde drop connection Is required for all Influent lines 18" or more above the manhole Inverts. 5. Bottom elevation of drop shall be 0.1' above effluent invert. Sanitary Sewer Connection Detail N.T.S. otos. sr aI1IL�w�,r�ri�I =s== 2SEWERv �- = Cover Section USF 227 (AS) Cover Cover Ir- 32 1/2* 24!I ° Do Flush Rina Sddtk 295 Ring VARIES anhole lining (where required) 35 r 24" 27' Ring Section USF 227 Ring Red Brick or Precast Concrete Risers Manhole lining (where required) Standard Casting Mount NOTES: 1. Use Ring & Covers Detail as depicted on this sheet for standard manhole applications. Refer to UT 203 Large & Receiving Ring and Cover Detail far large (6' or greater) and receiving manholes. 2. For structures with top elevation at surface, use 'Flush Structure Casting',1300 Ring. 3. Brick shall be solid red (clay) brick meeting AASHTO M114 -Grade MW. 4. Red Brick or Precast Concrete Risers should not exceed four levels. 5. Manhole lid shall be Lettered with 'City of Ocoee' (top), Sewer (center) and Florida (bottom). 6. Manhole lids shall have two (2) non-pentrating pick holes. 7. Where manhole lining (coating) Is required, coating shall extend to ring sealing and coating ring's mortar bed. Standard Manhole Ring and Cover Detail N.T.S. pee.. =oz Varles Varies Lot Line Wye yn{h fi' With Sower B° \` size V. \ Bend Glean -out Property Llne See Note Ttail-J-f Double Wye/ 6" Branch Plan View Finished Grade` o e - o lope To Terminal m Depth At 1.0% Minimum F T .) Rotate 30° (T Spring Line (See Note 3) Sewer Main Private Single Lateral Double Later at Private To Home I KigntcT way To Nome Section View NOTES: 1. Clean-out (shown hatched) shall be installed by the builder in accordance with standard plumbing code. 2. Locote clean -outs as close to the property line as possible. 3. Invert of service lateral shall not enter sewer main below spring line. 4. The minimum terminol depth as required for house service Is 3'. Service Lateral Detail N.T.S. oc°•• ul- Finished Grade Actuating Valve Adjustment 6" Solid Bedding (Rock) NOTES Concrete Collar, See Detail UT107 for details stable cast valve box Valve box shall rest on bedding rock, not on valve or pipe, and shall be centered on operating nut. 1. PVC extensions shall not be used on valve box . 2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 3. Where valve nut is more than 36" below grade, valve assembly shall Include center spacing guide or extension as approved by the City Valve Box and CoverDetail N.T.S. -,tnA 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-6330 a W J_ Q Z W o w W W o W O O O w U� o 0� 0 U z U JOB 0 17009 DATE: 03/00/2017 0 SCALE: N.T.S, DESGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB CD -2 MN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-6330 19 W� W CO Z W o W W o W U_ 0� 0 ro O U � JOB j 17009 OATS 03/OB/2017 SCALE: N.T.S. DESIGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB CD -3 u z o to ////MXU (FlexNet Existing Grad Meter Box f Radia Unit) Mete Dual Check Valve (Potable Water), Restraining Ford n 90' HHCH31-323-NL tG1d DIP Fltti DPE Pipe or Hydrant Operating Yd P 9 Compression Curb Stop P ool Piece HOPE MJ (See Note 3) Fitting Welded Nut ting to HDPE Main Hose Nozz per Nozzle FK d KVFor43-342W-NL Facing Fa Ing Street t Private Connection 18' Min. Above Maximum 6' Finished Grade Service Clearance Between Finished Grade and ValveCollar Bottom of / (See UT400) from Main Side Slnale Meter (P•E•) Yiew. 3/4 Brass Nuts/Bolt _ I Meter St nlSteel pip. Ga MaI Stiffener p p n Stiffener RecFfiQi�r��° er Ci.OD9@4H9$as Meter HDPE PI Separation (See (See Note 5) Connection (substitute Note 6) MJ End Restralned End Compact MJ Hydrant for Dual Check Valve.) Backfill 24" Anchoring Tee Section Mew ° "- .- .- .• "- .- " esilient Seat Gate 6' Bedding Rc•" Valve and Box NOTES: (See 0stall) 1. The detail shall be used when connecting directional ' Dual Horn Bross with 90' drilled sections of mains together using valves, sleeves, Curb Stops, Ford fittings or appurtenances. UV43-42W-NL 2. This detail is limited to the use of 4" to 12" mains. Service-�� Dual Meter Front 3. In cases where directional drill main must be offset by from Main Ytext direct bury of a portion of the main, contractor may (P,E,) elect to use a Restrained End for both connections. 4. A stainless steel stiffener Is require on Restrained . NOTES: End of connection when HDPE is used. 5. Spool piece for fittings or around main offsets may 1. Water Service shall be 1" diameter P.E. minimum. used alternative approved main material. Payment (if 2. Service curb stop shall be bullet locked using High applicable) for the alternative material main shall be Field Manufacturing Cap Seal # 93210130, Bullet paid under the replaced main pay Item. Stud 93210140 and Base 93210120. 6. Gap between mains when connecting with a sleeve 3. Service extension above finished grade shall be no shall be no greater than 2.5". more than 2' from back of curb. 7. The information and requirements In this detail are for directional drill connections only. Refer other connections refer to other City details. Fire Hydrant Assembly Detail Single Family Residence Meter Confiaurotion Detail Directional Drill HDPE Connection Detail N.T.S. ur4oz N.T.S. 0C0e" °7 N.T.S. owe° ur410 Brass Corporotlon ' Stop (1" Mtn.) U -Branch 90' Brass Horn -- Property Lined ®Double Service 10 THHN Tracing 1 x 3 4 x CurbAngl re to Match (� / Curb -- RI ht-of-Wa g y ®Single Service Check Valve ackflow Assembly Use in Color 3/4") Stops at /,-.Double Installed Ends of Curb Stop Upright Horn Curb Sidewalk Single Service (typ.) .. .: .... 'f "(• •`-i°.i4•;"""' i ' `'""' '��CL;'11:r•'• .ti'.(.'„ +i:t.. ;:,. .`; (See Note Single ?�' ,r`'s.e rf` c'• 3) a ce �` _ : (t1P) •? in Call Excess Tracing r' • • `• "• Jr•,:!' Service Double Meter Wire In Box .Lr:''.'':. � ;+.; :' .1'. ''% .: �- Polyethylene Box and 'i "�•' ~! I i. .1i �'t.. Tubing Water Meter Single Meter Box and (By City) Water Meter (By City) Double Meter OS & Y Gate _ Configuration Valves )pass Backfl (FLG) (2 Required) Plan View Assembly Service Vlew with Bypass Detector Bet Maintained Slnale Meter Cit Y Y orporation 6' Concrete S 01 Bend (2500 PSI St & AWWA Type CC Flttngs Threads Concrete) Flanged Joint (normal To Meter/Box g10 THHN Assembly Wire, 2• (TYP) Tracie Color to Match Pipe 12' MI . P Support 16" Max. Service ' to 45' Service, 16 Pal th ens Tubing, I* Pipe/Main Meter Location Plan View. ., ,. ,• w:: ."• ',� �'' A•'?'' ._l'.� �� /�\/ Material WN/ min. Expansion �� \\ \/\�� \\ be placed ouble Strap p urb 3' Min. Cover ��/\ between DIP and •�\�` �• iser FLG X MJ be Water Main Stainless Steel Saddle Main concrete slab 90° Bend (MJ Tapping Section Restrained Joints Grassed NOTES: Parkway From Main Profile View To Servic Sidewalk 1. All fittings shall be brass with compression -pack Joint type connections. 2. No service line shall extend or terminate under a driveway. 3. Meter end of service shall terminate with curb stop (90') for single service Right -of -Way NOTES: _ and dual horn and curb stops (90')for dual services. Private Services Line 4. Meter end of service shall terminate 3' past meter location where service Tjylcal Meter Lavout 1. Backflow assembly shall be owned and maintained by the shall, unless directed otherwise, extend 3' above finished grade tied to a 2" property owner. x 4" x 4' stake. If directed, service connection shall be buried and located NOTES: 2. The City shall own and maintain the meter. 3. Utility easement size minimum shall be 10 feet by 15 with an 2" x 4" x 4' painted marker. Stake or marker shall Indicate lot(s) feet. to be served. 1. Pipes/mains In this detail are for representation purposes only. Refer to P P P Y 4. The contractor shall contact the Inspector for exact 5. Concrete curb shall be marked (stomped or saw -cut with 'W" locating ( P ) 9 plan or utility sheets for pipes/main material, size, and configuration. assembly length and height above the slab required for service. 2. For meter configuration, including fittings and box, see City of Ocoee Meter the double detector check valve assembly to be Installed 6. Service connection to the main shall use approved saddle, and tapping of and Meter Box DetaO. by contractor. All pipe, fittings, and appurtenances shall main shall be by a method where a solid coupon Is removed. 3. Unless directed by City, reclaimed and potable meter boxes shall be be Installed by the contractor. 7. Services Installed under finished or existing pavement shall be directionally separated by placing the boxes at opposite property lines. 5. All above ground pipe shall be flanged ductile Iron. drilled. 4. Meters should be centered In grassed parkway, if possible, offset from 6. Double detector check volve assembly to be approved by 8. Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe. front of sidewalk 2', and such that private service will not cross adjacent the city prior to purchase or installation. 9. Service color shall be blue for potable water and purple (magenta) far lot. reclaimed water. FUtility) (Water & Reclaim) Service Connection Detail Meter & Service Location Detail Double Detector Check Valve Assembly N.T.S. ocoe° u,- N.T.S, o°°.. urwz N.T.S. o°a.e UT405 MN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-6330 19 W� W CO Z W o W W o W U_ 0� 0 ro O U � JOB j 17009 OATS 03/OB/2017 SCALE: N.T.S. DESIGNED BY: BSB DRAWN BY: BSB APPROVED BY: BSB CD -3 u z o to I S 2-3 (2' Field Inetcll.d Knockou a For E7ectrkd Conduit C-r-tian Detag to be --� P.,id.d By Contractor to the City of Ocoee FA --v Y EFIIANT EEE RM u P uc KW CR D: "IVa'% EF E Haas W BE PET ■11 ebOn EB Green Vent with nxe Bug Screen We" Steel —Integrated Lifting �bugl..a V.I. Box f0' x 30' x 24' Deep Oth Hatch Pressure Gage Reducer / (If DT Is lorgu than DK) For Grading Bea Groding _.wL Match Into Ed.thg 0'.. Reetmtn Joint, From Vadt Through 45' T—Ing Wire Loca6an Grid. 1 ;NTT '{O LJ �I---'''•� , 4' PVC FORCE MAIN \ SEE SHEET CE M I VALVE 8' THICK CONCRF SAN MIN jl5 MM=121.00 INV K1-108.94 POBLS 1' PE WATER AND R DFT STATION TRACT LIMITS(46t 714• CONCRETE+ _ , IO URUTY EASEMENT,PoT CF WAY CONTROL PANEL—/ !? g gI ll P0708 5 UFT STATION TRACT UNITS SAN NH IN EHERGERCY BYPASS W W W W W W W LIFT STATION SITE PLAN F /Z --------- SCALE: 1" = 10' — �I fT-- ,u' Form Main Ta Be �gla.. Invert, Stop. to Sized -Pump Leoda d� By -Pipe Rack No Oreatu 2' plug Vdve Sta id to the UR Than 5' Seporatlon •Check ydy Stahl... Steel URing Cbl. -2' Schedule 60 PVC side Rage I• S halal. 40 304 S.S. —4' PW Vdw with Nu! Pipe T tor th and Vdt Float Liquid Level Control. On OfO wiBox (TyP) -Pump DIa horg. Sailing Fl -g. =ogling Cit Quick Connxt o,S,.bin with connector and S' x 8' integrd Flbuglaaa Inwl P 24' x 18' x 6' thick Conc a Slab Mound V.I. and Stand Concrete Cellar with /4 pipe 1ftb�8' O Mound Base ' I tB• O.a mWmam eo. wayI auP I -15 cublc Ywda --te mWmum. Length Varim Make mondiihk pour with batten .lob. -e' Thick crawl MlnMum WETWELL, PIPING, AND FLOATS DATA o� PUMP DATA PUMP NO: Dimen.lona D .... ipflone DB 6 If whrd a—,. 1 MANUFACTURER: FLYGT; MODEL' NP-3127—SH; IMP: 246; DIA 173 MM; DK 3 in PPuT M-.Ixx9e Fo" Ltandrr SPEED: 2,900 RPM; DISCHARGE SIZE: 3.125 IN; VOLTAGE: 240 V; OR 4 In Cud, Corned Me" HZ: 60; PHASE: 3; HP: 9.9; OS 4 in eve- R -*V I" �> MIN SOLID SIZE: 3 IN; CURVE: NP 3127 SH 3,.. 246 DT 4 In ',UmF" DI—ler-24 2 MANUFACTURER: FLYGT; MODEL., NP-3127—SH; IMP: 246; DIA 173 MM; El—fl.na Desariptlona EA 110,50 ft 9e�o,d Kgl' 1� Toile SPEED: 2,900 RPM; DISCHARGE SIZE: 3.125 IN; VOLTAGE: 240 V; EB 100.94 ft Yetn6 Merl HZ: 60; PHASE: 3; HP: 9.9; EE 101.94 ft Rnps Of MIN SOLID SIZE: 3 IN; CURVE: NP 3127 SH 3, 246 EF 103.24 ft Mad " On EO 103,74 it l09 A+ro On PUMPS OPERATING CONDITIONS EH 104.24 it Hqh l++d A- RUNNING PUMP: EI 121.00 ft Tap of Shvclwa PUMP 1 85 GPM; 116 FT TDH; 34 %EFF EJ 106.94 ft h%W4 Fps irm PUMP 1 & 2 130 GPM; 108 FT TDH; 45 %EFF pilo ToNe !Ides A All *.h.1rrd,�y d,l to miffed Try . Flvid. dewed Dgeer. nil 9w� to it.°hon: g"°, e°'>t ow« ams NOTE Ott OF OCOEE STANDARD DETAIL jL5002+n HAS BEEN MODIFIED TO ADD ADDITIONAL CONCRETE BALLAST AT BASE TO PREVENT FLOATATION. MADDEN CIVILCIVW E 431 E. Horatio Avenue Sults 260 Maitland, Florida 32751 (407) 629-6330 Q W� 0 {.J I� LLI 0 w a W cf) W 0 w 0-0- 0 0 U ,roe B— DATe — SCALE: _ DE9GNED DRAWN BY APPROVED LS -1 Ej plot. 7' SS Plate SS U- X3x5 SS Tu q 2 - r S.S. Wedge Pipe Rack) Archers Double We, with FindLoddng er ANCHOR DETAIL Washy 3 Y5" 55. mounting W bin& welded all the ora{around STRAP DETAIL to frt nal on wetwel waLL Racktobemmntedwnh)" ss wedge and,ars, two (2) per end,epoxy weed and '-soned. Install 3' X 5' 316 S.S. Tubing, WETWELL Plpe Support RW ..k Lin See Anchoring Ad)mt.bte SS Oetal End Owxi ng Mn of See MtmP being 2 Feet 5S�supponshag beeq,,eyspaaednogm,a thanfv, (5) feet In separation, and no greater than three (3) fee[fram pump flange adiptor and top W faUng. Vent Cap with Canasta Calico UR Stotler Valor Vault-- Utllty Easement or Property line S.S. PIPE c_UPPORT RACK DETAIL NTS orae. tsot2 Eleatrloal Panel: Pump 8.,trkal Lead, shall be Conlnuou, to the Control Panel Station gab Shall be 8' Thick and at a Mttmum /1' Beyond the Outside Din of the of the Viet. P E. Watx Vault hide ,hall Indudna RPZ MM1. This dotal Is far general lift statlon Its configuration and requirements. 2. Con 'tor "" refer to plan aheet(s) for specific IIR station site layout and coneWclbn detaga 3. Receiving on hale shat] be located outside of right-of-way, and station storks shit ion 4o°caated'oe far wlayek"om the right -of Vwayaas practical Uft 4. Recolvtng manhole shelf be 6' In diameter and aontlnuausy coated with approved spray Iter covering wall, lop ring and In - approved S. Use U.S. Foundry 230 Ring and (AS/M) double Ild cover. 6. Finished grade of at.tion'. sob shit be doped he greater than 0.5X felling away from bath wait and station tops Refer to grading aheet(e) for finished grad.. of the elation'. Blab. UNSECURE I IF 4TATION GENERAL PLAN N.T.S aura. u'�b 1 �• Transducer Cable �j' Ola. Hdea (Typ) 2' 1 Nate: 1. (4) f}' Diameter Hooks (middle) 2. (2) 1' Diameter Hooks (each end) 3. Hocks to be evenly spaced. 4. Transducer shall be Installed with unobstructed access to station Invert and away from incoming flows and station appurtenances. Over Lmt4 ASS se- B�tU LW 017 L® TAG f11GH ®WSW® H no %OA %OA DOOR* LATCH AV 1413 GpD R CB m carr 8111 Ex m macaw. sure MS1 M52 Ol OL 12V- TIS IrI BVikwf E5 v m NOTES: 1. This detail Is for lift stations sized less than 20 H.P. INDICTION LIGHT 2. Outer box size shag be a minimum of 30' x 42' x 12' or as spec Ily directed by the City. 2. SCADA control shall be Sq -Text Control system. SWITCH 3. Alarm light, hom, silence button, rad generator receptacle are far visual purposes only, exact location oto be approved by the City. 4. The outer door of the panel sholl Include three (3) latches and stainless steel door handle as manufactured by Hoffman or approved equal. 5. Install Square 'D' surge arrestor on the main power disconnect. B. Outside of panel box shall be powder coated stainless steel, 240V SCADA CONTROL PANL7 N.TS ace« ISeaea Meter See. with Stainless Steel By -Pass S-4.. Rated Non -Fusible Disconnect wnhed 3' Gal -bed Pip (SCH 80) Plpe Cap (TYp) 1 1/2' central Panel Not bed Nipples (T)p) Steel Mou Mounting Grounding W. sal Of/ B..k.tg Bracket (Typ) Ground Teal Cli Labeled 2' Motor Surge 6' Fibergla.. EP,_ Conductor Protection Incoming Po Condult Sch 60 man Goodall Conduit SCH 80 PVC Enm.. In Canasta Triar/iaduar so ill(-✓ J 0/�/ /i dypf w ry h A' Coate of Elbows (Typ) Bituminous Asphaltic Point V -2 d 10' Copps The Way Dow Clad 25 OHM r Mac Ground (T>P) Nat- Rood% Min. 7' 1. Drawing M el,.- ft, 240 JA x supply. 2 Purer mppiy teomfig and to 111"1atim shoe be underground m fine RR statim rite and sinal be (3) phou kern a three 3. PM Remote Tdwretry Unit b regoksd to ser l s the etotk,t 4. Heat cmtrde ehal b provided whin coninuoue cable, the length korn gout I=Um to anbal wbfiei. No eplkse shot W slowed IF opted S. Pb support and brackets ohm be at asWY. Wound a'noaN, d ted with appmswd ago bsotment 6. M modal! and up if shag be propedy ceded. ]. Dewtbn Trmsdumr shm hasty esyorots amdult with on. cmtimoue coke to -W Pond. 240v PANEL INSTALLATION DETAIL NTS. oco..I�e Connection Conductor to GrouRagrjdlsdse (T)p) PUMP STATION GROUNDING DEfAiLS Copper 0. enc. (Typ) ounding Nates 1. Detail h for grounding improvements only. 2. Depidlam provided are generic and shall be adjusted hazed on equipment lavation and she -did.., er az dkeded by 3. 1(oneo,ure f,,dng k Indud,d to to fence ata minlmum of two lacatlons. 4. Fencing wntiou,mly grounded together by 1/8' thlck ulti-rtrand tinned capper braid wlm wtth mechanlc it damp. Fe terminal pastshag be connected to grounding perimeter....terpahe by no. 2/0 copper grounding cond..., 5.A11 grounding rods to be exothermkweld. 6. Hatches/doors: on covers wtth muhiple doors, p.Ade braid from frame to door an each dour. 7. Groundingwire to be corrosion resktant [Inned copper braided wire. 8. Install ground wire so that h coil not cross clear openin& or prevent or Impede normal method of r.rr-Ingnoats or pumps. 9. Ground wire far hatch to penetrate wetweil .bore high water tines by coring 3/4"through side wall Epoxy Dg core hole. IJFT STATION GROUNDING DETAILS NTS .•nae -it FlbmeStrapP to Uin9 Anchors Existing Ground, 10' x 5/8' J C�per GrWndng Extend Grounding Wkng, Bare f4 Solid copper to Station'. Gr-ndingl0' x 5/B' C per Grounding Rod PVC Sth. Electrical Conduit TES NM 1. All eiectdcal semcels) shall be per latest national elecincal code. 2. wag, slab and control box are for general mpresentatlan. Contract shall referto the spec'dkdetalljs) fords f andrequirem forconstruction end/orimtailation. 3. Pole to be 14'Inhelght Wfinhhed slab grade and shall ..or current hurricane rating far the applicable lacatian of proposed station. 4. Provide continuous ground from light to grounding rod hack to eahting grounding at panel. 5. Actual light location to be sp,,f led on plans. Lift SlatlonLlghtimng D�tall N.T.S 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Moltiand, Florida 32751 (407) 629-8330 a W� a -� W W 0 <L a W W 0 0 0 00 U qB 17009 DATE 03/08/2017 SCALE: N.T.S. DESIGNED BY: 858 DRAW BY: BSB APPROVED BY: BSB LS -2 Wilily Lighting 8401 8461, 70Wnv SAM (RPTA-190-DT13) Electrical Panel to Existing Light Elecfrkel Fe d Support -Brooks Product 10' x 17' Grounding W. Pull Box orEqquu I wRh Ground Teal Cli Labeled _ 6' Fibergla.. EP,_ Connection Conductor to GrouRagrjdlsdse (T)p) PUMP STATION GROUNDING DEfAiLS Copper 0. enc. (Typ) ounding Nates 1. Detail h for grounding improvements only. 2. Depidlam provided are generic and shall be adjusted hazed on equipment lavation and she -did.., er az dkeded by 3. 1(oneo,ure f,,dng k Indud,d to to fence ata minlmum of two lacatlons. 4. Fencing wntiou,mly grounded together by 1/8' thlck ulti-rtrand tinned capper braid wlm wtth mechanlc it damp. Fe terminal pastshag be connected to grounding perimeter....terpahe by no. 2/0 copper grounding cond..., 5.A11 grounding rods to be exothermkweld. 6. Hatches/doors: on covers wtth muhiple doors, p.Ade braid from frame to door an each dour. 7. Groundingwire to be corrosion resktant [Inned copper braided wire. 8. Install ground wire so that h coil not cross clear openin& or prevent or Impede normal method of r.rr-Ingnoats or pumps. 9. Ground wire far hatch to penetrate wetweil .bore high water tines by coring 3/4"through side wall Epoxy Dg core hole. IJFT STATION GROUNDING DETAILS NTS .•nae -it FlbmeStrapP to Uin9 Anchors Existing Ground, 10' x 5/8' J C�per GrWndng Extend Grounding Wkng, Bare f4 Solid copper to Station'. Gr-ndingl0' x 5/B' C per Grounding Rod PVC Sth. Electrical Conduit TES NM 1. All eiectdcal semcels) shall be per latest national elecincal code. 2. wag, slab and control box are for general mpresentatlan. Contract shall referto the spec'dkdetalljs) fords f andrequirem forconstruction end/orimtailation. 3. Pole to be 14'Inhelght Wfinhhed slab grade and shall ..or current hurricane rating far the applicable lacatian of proposed station. 4. Provide continuous ground from light to grounding rod hack to eahting grounding at panel. 5. Actual light location to be sp,,f led on plans. Lift SlatlonLlghtimng D�tall N.T.S 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Moltiand, Florida 32751 (407) 629-8330 a W� a -� W W 0 <L a W W 0 0 0 00 U qB 17009 DATE 03/08/2017 SCALE: N.T.S. DESIGNED BY: 858 DRAW BY: BSB APPROVED BY: BSB LS -2 GENERAL NOTES: PART 1- Application of Standards: 1. The City of Ocoee Minor Uft Station Standards are provided for use by the City or other parties where said lift station shall be dedlwted to and maintafned by the City of Ocoee Utilities Department. 2. The use of the minor lift station shall be limited In scope, shall be request for use In writing and must be approved in writing by the City. Approval shall be at the City's sole discretion, but shall be based on Rows to the station and ability of applicable other to have sewer conveyance access to the station. 3. The City owns these plans and details. Any usage and/or modification of plans are prohibited unless written permission is expressly granted by the City. 4. User of these details/specifications shall hold the City and Its agents harmless for any use of these detalls/spedficattom. Any discrepancies or conflicts found by authorized user of the plans shall be submitted to the City in writing before usage. 5.These details are a 11able from the City to CAD format where designer may elect to overlay hydraulic discharge system conditions (curve) over °performance curve' graph to determine system operating conditions. Designer should salad best Impeller and cross -cut reference to other Impeller. Due to the dynamic of the City's sanitary sewer transmission system, the City may require the system to be modeled using the City's hydraulic model. S. The use of the minor station shall also be consistent with all provisions and requirements of these standard and City of Ocoee Engineering Standards Manual. Any discrepancy between the standards and the manual shall be resolved In the more stringent requirement as determined by the City. Part2-General Nates 1.The complete Lift Station shall be a Pre -Fab Lift Station, including valve Zit and hvo FLYGT M-3068 Pumps (unless otherwise required by the city.) 2. Wet well and valve vault, Ind uding aluminum hatches and aluminum covers, shall be of reinforced polyester fiberglass material meeting or exceeding H.20 Joe ding requirements, and must Include identification of ASTM certification and serial tracking number on structure. Structure, Including wall, top and floor thickness, and float concrete ballast must be designed and certified by a Florida Ucensed Professional Engineer, 3. Pump shall be capable of passing 2* solids. 4. Valve vault hatch shall be sized to permit easy removal of check valve spindle with minimum dearanms as shown for diameter pipe. 5. Valve vault shall have sealed P -Trap type floor draln to conned to and sloping to wet well. 6. All location where pfpe coupling requires non-rigtd coupling shall be of a flexible type approved by the City. 7. Pressure gauges shall be stainless steel with stainless steel diaphragms and 4.5' diameter dial, oil filled and shall be calibrated In psi with a range of 0 to ICO psi. Gauge shall also Include stainless steel petcock valve. S. Wet well cables shall be located on same side as control panel. 9. Uft Station site shall be graded to assure storm water conveyance away and/or around station's wet well and valve vault. 10. All exposed metal and/or fittings within the lift station shall be 316th stainless steel. 11. Upon completion of station, before final acceptance, a contractor shall schedule a startup of the station. A facoryrepresentat[ve of the station shall be present to verify mechanical and electdwl operation. In addition, station operation shall be verified, including pumping rates and operating pressures. 12. Shop drawings for pumps, piping, valves fittings, wetwell, covers, manholes, and electrical equipment are required to be submitted to and approved by the Utilities Department prior to construction. 13. The minor lift station shall include 4'receiving manhole and a by-pass pumping appurtenance Including ball valves to accommodate by-pass pumping. By-pass pumping shall be configure to accommodate easy access and staging Part 3 -Electrical Notes: A. General 1. For crit Duple+r Pump Stations a 240 volt, 3 phase, 4-wfre service is Required. 2. Control panel shall be powder coated stainless steel duplex panel and assembled by a TUV (UL508 Certified) manufacturing facility. 3. Enclosure shall be NEMA 4X, Min 30" high, 30' wide and 10' deep S.S. with pad -lockable draw latches. 4. The enclosure shall have external mounting feet to allow torwall mounting. All hardware shall be stainless steel. 5. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected In series with the magnetic contactor mil in the control panel to stop motor if winding temperature exceeds 140 G, but shall autornatiWy reset when winding temperature returns to normal. 6. The following components shall be mounted through the endosure with water tight seal: a. one (1) Alarm Beacon Light) b. one 11) Alarm Horn one 11) Generator Receptacle w/ weatherproof Pyle National IRE c .4100 cover d. one 11) Alarm Silence Pushbutton 7. The back panel shall be fabricated from 0.125, 5052-h32 marine allay aluminum. All components shall be mounted by machined stainless steel screws. S. The Inner -door shall be fabricated from O.0E0, 5052-1,32 marine alloy aluminum. 9. The following components shall be mounted to back panel: a. Two (two) Square D size "0' Motor Contactors b. One (I)Voltage/Phase Monitor (three phase) MPE-WI-240118 or equal c one 11) Control Transformer (480 Volts only) d. One (1) Silence Relay e. One (1) Duplex Alternator, MPE-008-12O135p or equal I. Twenty (20) Terminals for Float Connections (Single Phase Only) g. Six (6) Terminals for Motor Connections h. Three (3) Grounding Lugs 10. The inner -door shall be fabricated from 0.080,5052-1-32 marine alloy aluminum and have continuous aluminum piano hinge. 11. The following mmponents shall be mounted through the inner -door. e. One (1) Square D Main Circuit Breaker b. One (1) Square D Emergency Circuit Breaker c One (1) Mechanical Interlock for Emergency and Main Breaker d. Two (2) Short Circuit Protectors e. One (I) Square D breaker panel mounted Control Circuit Breaker I. Two (2) Square D H -OA (hand -off -auto) Selector Switch g. Two (2) Pump Run Pilot Lights h. One (1) Power on Pilot Light L Two (2) Redington ETM 71000023' orequal Elapse Time Meters (N-11-ttable) j. One (1) GFI Duplex Convenience Outlet k. Four (4) Float Status Lights with a High lag Lead and Off Indicator Ughts for Floats 12. Voltage rat..nceto 230V and 240V shall be Interchangeable. 13. The use aftransformers on the Incoming powersupply to step up or down voltage Is prohibited. B. Component Spedfications 14. All circuit breakers shall be molded thermal magnetic 15. The mechanical Interlock shall prevent the normal and emergency main breakers from being energized at the same time. 16. The emergency generatorreceptacle shall be supplied In accordance with FOEP standards. The generator receptacle shall be a Pyle National Model JRE4100 with a 45 degree housing. 17. All motor short droit protection devices must provide for under -voltage release and class 10 overload protection on all three phases. Visible trip indication, test, and reset capability must be provided for without opening the door. 18. Open frame, across the line, contactors shall berated per IEC standards and property sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. 19. Lightning Arrestor shall meet or exceed the requirements of ANSI/IEE std. C62.21-1984 sedton 8.6.1 and 8.7.3 shall be supplied by eacWd- and mounted on the bottom side of the switch disconnect ahead of the pump control panel. 20. A phase monitor shall be supplied for three (3) phase service. 21. A green pilot light shall be supplied for each motor. The pilot light shall Iluminate each time the motor is celled to run. 22. Eadi pump shall have an Elapse Time Meter to record the accumulated run time. The ETM shall be 2' diameter m-resettable, sis digit, totally encapsulated unit 23. A red pilot light shall be supplied for control power. The pilot fight shall illuminate when the control power Is available Inside the control panel. 24. Relays shall be Ice be plug In type. Relay contacts shall berate 10 amps minimum, DPDT. 25. Twenty (20) terminals shall be supplied for field connections. The terminals shall be rated 20 amps minimum. 26. Each motors over -temperature contadshall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. 27. A 15 AMP ground GFI duplex receptacle shall be supplied and mounted on the Inner -door. 28. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. 29. Nameplates for the inner -door and back panel shall be ofagraphic design, spedficelly depicting the Intent for each device. C. Miscellaneous 30. Ali wiring on the back -panel shall be contained within the whing duct. 31. Ali wiring between the inner -door and the back -panel shall be contained within a plastic spiral wrap. R. Each wire shall have a wire number at each end to correspond tothe as built drawing for field troubleshooting. 33. Provide and install four (4) mto-11-t, dtrec acing float switches. Four sensors shall be for pump operation and the filth for high level .I- 34, The Installer of the lift station shall coordinate with and establish power supply from the power mmpany. 35. Install Seal Off in conduit at control panel as prevention from any sewer gases entering. D. Fasteners and Appurtenances 36. All fasteners, lifting cables, float moble bracket, hinges, and appurtenances shall be made of AISI 304SS.. 37. A 3045 slide/latch assembly shall be provided for holding the doors open on the wet well and valve box. 38. Slid.. lls she 11 be made of Soh. 40 AJSI 304 SS, 39. Pump lifting cables and Was shall be made ofAIST 30455 4 MADDEN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitivnd, Flo Ida 32751 (407) 629-6330 0 _j W ZW o O 0 ir F- < W C W 0 w 010 O O O U ,pg B rruun DATE: 03/08/2017 SCALE: N.T.S. DESIGNED BY: BSB j DRAY,TJ BY: BSB J< APPROVED BY: BSB LS -3 COPY OF ADVERTISEMENT Date Published and Media Name 4B The West Oran:e Times Thursda Au:ust 24 2017 FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR OCOEE RESERVE PUD (A.K.A SILVER STAR ROAD PUD) ANNEXATION CASE NUMBER:AX-01-16-57 NOTICE IS HEREBY GIVEN,pursuant to Article I,Section 1-10A(1)of the City of Ocoee Land Development Code,that on TUESDAY,SEPTEMBER 19,2017,AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive,Ocoee,Florida,to consider the annexation of land identified as parcel number 15-22-28-4716-00-142 with a physical street address of 8600 Silver Star Road.The subject property is approximately 10.9 acres in size and is generally located on the south side of Silver Star Road,approximately 1,200 feet east of Johio Shores Road and 900 feet west of Good Homes Road.The project is known as Ocoee Reserve(A.K.A Silver Star Road PUD),which is proposing 43 single family lots with a requested density of 3.12 units per acre. ORDINANCE NO. 2017-006 AN ORDINANCE OF THE CITY OF OCOEE,FLORIDA,ANNEX- ING INTO THE CORPORATE LIMITS OF THE CITY OF OCOEE, FLORIDA,CERTAIN REAL PROPERTY CONTAINING APPROXI- MATELY+/-10.91 ACRES LOCATED AT 8600 SILVER STAR ROAD, PURSUANT TO THE APPLICATION SUBMITTED BY TILE PROP- ERTY OWNERS;FINDING SAID ANNEXATION TO BE CONSIS- TENT WITH THE OCOEE COMPREHENSIVE PLAN,THE OCOEE CITY CODE,AND THE JOINT PLANNING AREA AGREEMENT; PROVIDING FOR AND AUTHORIZING TILE UPDATING OF OFFI- CIAL CITYMAPS;PROVIDING DIRECTION TO THE CITY CLERK; PROVIDING FOR SEVERABILITY;REPEALING INCONSISTENT ORDINANCES;PROVIDING FOR AN EFFECTIVE DATE. Ocoee Reserve Location Map l� _ '-t _J it BlR. ` are STn.L_ fl1HII t...,0,-,0 l`J 'V_1= i eu—w. I _ Alum 2 Ell •/9, ee ea • saris ===L_ __ .amu.. IIWWIHIIJJ imp. ila '41r 8-- 1 —==. er, EE s � A W F -►s it`L 3 1 Interested parties may appear at the public hearing and be heard with respect to the proposed annexation.The complete case file,including a complete legal description by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commis- sion may continue the public hearing to other dates and times,as it deems necessary. Any interested party shall be advised of the dates,times,and places of any continu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based.In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. August 24,31,2017 17-04462W COPY OF ADVERTISEMENT Date Published and Media Name SECTION 22B The West Orange Times Thursday,August 31,2017 C THURSDAY,AUGUST 31,2017 SECOND INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING FOR OCOEE RESERVE PUD (A.K.A SILVER STAR ROAD PUD) ANNEXATION CASE NUMBER:AX-01-16-57 NOTICE IS HEREBY GIVEN,pursuant to Article I,Section 1-10A(1)of the City of Ocoee Land Development Code,that on TUESDAY,SEP'T'EMBER 19,2017,AT 6:15 P.M.or as soon thereafter as practical,the OCOEE CITY COMbIISSION will hold a PUBLIC BEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive,Ocoee,Florida,to consider the annexation of land identified as parcel number 15-22-28-4716-00-142 with a physical street address of 8600 Silver Star Road.The subject property is approximately 10.9 acres in size and is generally located on the south side of Silver Star Road,approximately 1,200 feet east of Johio Shores Road and 900 feet west of Good Homes Road.The project is known as Ocoee Reserve(A.ILA Silver Star Road PUD),which is proposing 43 single family lots with a requested density of 3.12 units per acre. ORDINANCE NO. 2017-006 AN ORDINANCE OF THE CITY OF OCOEE,FLORIDA,ANNEX- ING INTO THE CORPORATE LIMITS OF THE CITY OF OCOEE, FLORIDA,CERTAIN REAL PROPERTY CONTAINING APPROXI- MATELY+/-10.91 ACRES LOCATED AT 8600 SILVER STAR ROAD, PURSUANT TO I HE APPLICATION SUBMITTED BY THE PROP- ERTY OWNERS;FINDING SAID ANNEXATION TO BE CONSIS- TENT WITH THE OCOEE COMPREHENSIVE PLAN,TILE OCOEE CITY CODE,AND THE JOINT PLANNING AREA AGREEMENT; PROVIDING FOR AND AUTHORIZING THE UPDATING OF OFFI- CIAL CITY MAPS;PROVIDING DIRECTION TO THE CITY CLERK; PROVIDING FOR SEVERABILITY;REPEALING INCONSISTENT ORDINANCES;PROVIDING FOR AN EFFECTIVE DATE. Ocoee Reserve Location Map .••�• _ ___ DE LASMILEY li ntdll IIUE IVA, . CCc�in ��i ■�, Linn.= _...iA al 't:L -011\Eva-d - L ,gyp NI- i 7 7.4,41102 RI now-- rm.-►vr. t-r.owai �.9u� • ��,��trratiti�stii :��v .rr L_..--,Uout.-.._32 • aanuumlk..i7,3 „iv '��11 doMOM rm pti 'UMW€ ! Mpg.' =wa LAFLG ENCS ' in : =: +� TEMI i ;;g %1 Interested parties may appear at the public hearing and be heard with respect to the proposed annexation.The complete case file,including a complete legal description by metes and bounds,may be inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a_m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commis- sion may continue the public hearing to other dates and times,as it deems necessary. Any interested party shall be advised of the dates,times,and places of any ntinu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based. In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. 17-04462W COPY OF ADVERTISEMENT FIRST INSERTION CITY OF OCOEE Date Published and 1 REZONING TOO Pun PUBLIC HEARING E PLAN FOR OCOEE RESERVE PUD (A.KA.SILVER STAR ROAD PUD) 2B The West Orange Times Thursday,August 31,2017 CASE NUMBER 3Z-16-01-01 NOTICE IS HEREBY GIVEN,pursuant to Article IV,Section 4-5B(5)of the City of Ocoee Land Development Code,that on TUESDAY,SEPTEMBER 19,2017, at 6:15 p.m.or as soon thereafter as practical,the OCOEE CITY COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission Chambers,150 North Lakeshore Drive,Ocoee,Florida,to consider the rezoning and land use plan identified as parcel number 15-22-28-4716-00-142 with a physical street address of Advertisement of 8600 Silver Star Road.The rezoning would be from Orange County A-f Agricul- tural to City of Ocoee"PUD"Planned Unit Development.The subject property is approximately 10.9 acres in size and is generally located on the south side of Silver Star Road,approximately 1,200 feet east of Johio Shores Road and 900 feet west of Good Homes'toad.The project is known as Ocoee Reserve(A.K.A.Silver Star Road PUD),which is proposing 43 single family lots with a requested density of 3.12 units per acre. ORDINANCE NO. 2017-007 AN ORDINANCE OF THE CITY OF OCOEE,FLORIDA,CHANGING THE ZONING CLASSIFICATION FROM ORANGE COUNTY A-1 TO OCOEE PLANNED UNIT DEVELOPMENT(PUD)ON CERTAIN REAL PROPERTY CONTAINING APPROXIMATELY +/-10.91 ACRES LO- CATED AT 8600 SILVER STAR ROAD,PURSUANT TO THE APPLICA- TION SUBMITTED BY THE PROPERTY OWNERS;FINDING SUCH ZONING TO BE CONSISTENT WITH THE OCOEE COMPREHENSIVE PLAN; PROVIDING FOR AND AUTHORIZING THE REVISION OF THE OFFICIAL CITY ZONING MAP; REPEALING INCONSISTENT ORDINANCES;PROVIDING FOR SEVERABILITY;PROVIDING FOR AN EFFECTIVE DATE. Ocoee Reserve Location Map �.a rrz as#%1.1 ti ..IV Le -- It 1 0 tag Al 1.7..1:~ --!l LAKE trantiY i 41744IIe iIIIb 6' r -WI 4 4 L��VS _ w: ::"• & +l i.-1— Ill .ME:u;9—I°-N■ —Mei woe A JOMr2 obi M a MV_—� CINPr Atm.. '''''`I 4 4411a ■ I ,,,,, ..„.. .. . 114 fig� MIE t41 :I.wilirR71?d17.4//0 a1.a Ili r,r =V.gm I •y-72niai.Elm as LAKE WEY Artiou n.. u.II` nnnunnuPJ Impar �r - -■-r .. .nun u�:::p,1111111i. �+, , �Fiu��i� gamai i�i ji /t�l�� 1 n.nnn� 1Wir rail �i•� u...n.p:C ilgiis1 1 ‘7.....y:: _— IN LAKeRop rec „ ,.� !/!! /...al�M \\ A AU�n --1 IN Interested parties may appear at the public hearing and be heard with respect to the proposed annexation.The complete case file,including a complete legal description by metes and bounds,maybe inspected at the Ocoee Planning Department located at 150 North Lakeshore Drive,Ocoee,Florida between the hours of 8:00 a.m.and 5:00 p.m.,Monday through Friday,except legal holidays.The Ocoee City Commis- sion maycontinue the public hearing to other dates and times,as it deems necessary Any interested party shall be advised of the dates,times,and places of any continu- ation of these or continued public hearings shall be announced during the hearing and no further notices regarding these matters will be published.You are advised that any person who desires to appeal any decision made at the public hearings will need a record of the proceedings and for this purpose may need to ensure that a ver- batim record of the proceedings is made which includes the testimony and evidence upon which the appeal is based In accordance with the Americans with Disabilities Act,persons needing a special accommodation or an interpreter to participate in this proceeding should contact the City Clerk's Office 48 hours in advance of the meeting at(407)905-3105. August 31,2017 17-04617W COPY OF ADVERTISEMENT Date Published and Media Name 3B The West.Orange Times Thursday,August 31,2017 Advertisement or Article FIRST INSERTION CITY OF OCOEE NOTICE OF PUBLIC HEARING PRELIMINARY NPLAN RO O RESERVE PUD (A.K A.SILVER STAR ROAD PUD) CASE NUMBER:LS-2017-00 Section 4-3A.{3X6)of the NOTICE IS HEREBY GIVEN,pursuant to Article IV, City of Ocoee Land Development Code,that on TUESDAY,SEPTEMBER 19, 2017,AT 6:15 P.M.or as soon thereafter as practical,owOCcOEE CITY cob/mo- m/4 will hold a PUBLIC HEARING at the city of_ 150 North Lakeshore Drive,Ocoee,nu number15-22-28-4716-00-142 the mwithap � Subdivision Plan identified as parcelct roe is a roximately 10.9 street in size address generally Silver ally l�oon the side of Silver Star Road,approxi- mats size and is generally The project r1,200sekn wntas OchoeeReseRoad e PUD(A-KA.Silver Star Road PUD),.which The opoj single familylots with a requested density of 3.12 units per acre. is proposing 43 and be heard with Interested parties may appear at the public hearing a complete legal re- spect to the proposed action.The complete case file,including description by metes and bounds,may be inspected at the Ocoee Planning De- partment located at 150 North Lakeshore Drive,..Ocodee,ay,except le et holidays.te hours of Ci a.m.and so may continueMonday the public hearing to other dates and The Ocoee City Commission mayinterested party shall be advised of the dates, times,as it deems necessary. Any shall times,and places of any continuation of these or continued public hearings be announced during the hearing and no further notices regarding these mat- ters will be published.You are advised that any person who desires to appeal any decision made at the public hearings 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 the testimony and evidence upon which happeal el is based. In accordance with the Americans with Disabilitiespersons in this snaeed- ing a special accommodation or an interpreter to participate should contact the City Clerk's Office 48 hours in advance of the meeting at (407)905-3105. 17-04616R' August 31,2017