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02-13-2013 Agenda Packet
renter of Good t ,._ . Mayor S. Scott Vandergrift City Manager Robert Frank PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) February 12, 2013 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Feller, District 4 A. Minutes of the Planning and Zoning Commission Meeting held January 8, 2013 B. Fountains at Tivoli Place — Final Subdivision Plan for Phase 1 (FKA Fountains at Highland Park) III. OLD BUSINESS IV. NEW BUSINESS V. MISCELLANEOUS A. Project Status Report B. February Calendar VI. ADJOURNMENT 7:00 PM NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoee.fl.us RYAUJ1_1 �E: +�TiTi Eck 0 . • • •1; CALL TO ORDER Chairman Campbell called the meeting to order at 7:00 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice Chairman McKey, Members de la Portilla, Dillard, Marcotte, Morris, Sills, and West. Also present were City Planner Rumer, Principal Planner Fabre, Assistant City Attorney Drage and Recording Clerk Turner. ABSENT: Member(s): Dunn (A/E) CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, December 11, 2012. Member West, seconded by Member Sills, moved to accept the minutes of the December 11, 2012, Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS - none NEW BUSINESS FOUNDATION OF LIGHTS- PUD REZONING/LAND USE PLAN Principal Planner Fabre gave a brief overview of the proposed project. The subject property is located on the north and south sides of Floral Street, east of Kissimmee Avenue, and west of Cumberland Avenue. The rezoning would be from "R-1X to Planned Unit Development (PUD) with a corresponding Land Use Plan. The future land use designation for the site is "Institutional" which allows for the proposed uses. Principal Planner Fabre explained that the owner of Foundation of Lights is requesting a PUD zoning in order to allow for existing mosque expansion, daycare, and health clinic. Several exhibits were shown explaining land use, surrounding zoning, and details on the expansion to the existing mosque. The total proposed development will be conducted in two phases. Phase I includes a 5,647 square feet expansion to the existing mosque and parking area improvements. The parking area will consist of 50% grass, and include improvements such as paved drive isles, and paved parking. Phase 2 will consist of a Planning and Zoning Commission Meeting January 8, 2013 future expansions are mosque classrooms, offices, daycare and a health clinic. A height waiver is not needed as the proposed structure is compatible with zoning. Principal Planner Fabre advised the Development Review Committee (DRC) met on January 2, 2013, and voted unanimously to recommend approval of PUD Rezoning and Land use Plan for Foundation of Lights. Staff also recommends that the Planning and Zoning Commission recommend approval of the PUD Rezoning and Land Use Plan. DISCUSSION Chairman Campbell inquired if the proposed development of a health clinic would be covered under the current zoning. Principal Planner Fabre explained the PUD Rezoning will make the health clinic viable. He further explained the scope of the health clinic as an outreach program provided to the community by Foundation of Lights. The Public Hearing was opened. Darcy Unroe, the engineer representing the owner Foundation of Lights, introduced himself and gave a brief history of the site. In 2004, Foundation of Lights purchased the property and made several improvements. In 2010, they applied for permits, but due to the health clinic, needed the PUD Rezoning. The proposed plans show the more commercial aspects of the expansion to the west of the property as that area maintains commercial integrity. The expansion closer to residential homes will contain the recreation area. Member Marcotte inquired about the driveways to the property, and Darcy Unroe explained that the driveway to the east is an existing ingress/ egress, but will require definition. The driveway to the west of the property is only proposed and will need to be structured. Member Marcotte also inquired about landscaping plans. Darcy Unroe explained that there are no immediate plans, but buffers around the perimeter and proper landscaping will be provided. Member Sills asked if there will be an ingress/ egress from the alley north of the property, and Darcy Unroe responded that there will not. Chairman Campbell asked if there will be a crosswalk connecting the property to the parking area, and Darcy Unroe explained that a crosswalk is currently there but will need to be defined in order to make it safe. Surat Khan, mosque member, approached the podium and thanked City staff for their assistance during the rehabilitation process of the mosque. 2 Planning and Zoning Commission Meeting January 8, 2013 Patricia Gleason, resident, stated she lives close to Foundation of Lights, and is extremely happy with the improvements the mosque has made; however, has concern with the expansion because of the increase in traffic. Her wish is that the City add a sidewalk to increase resident safety. She continued by saying she appreciates the family aspect of the mosque, but the noise level has increased. She wants to know if a buffer can be placed on Cumberland Avenue. Lastly, she inquired if the mosque's new PUD designation will affect home values. Principal Planner Fabre stated the PUD designation can be expanded, but will need to go through the official amendment process. He continued by saying the applicant is expanding the existing sidewalk, and the City does not require more than what is shown on the proposed development. Board discussion ensued regarding extension of the sidewalk, and Chairman Campbell recommended Principal Planner Fabre speak with the City's Public Works Department to address the safety issue. He also suggested plans be reviewed to create a buffer around the recreation area. Member Morris inquired when the increased traffic levels are. Darcy Unroe explained that main services are held on Friday as an all -day event. He continued by explaining that the result of a recent traffic study indicated the expansion will not cause a major impact to the road. Member Morris inquired if the daycare will cause additional traffic issues, and Darcy Unroe explained the daycare is tentative, and if it does happen, will only provide services for approximately 30 children. Carl Shahee Saywackall, mosque member, thanked City staff for their hard work, as well as mosque members and the community. The Public Hearing was closed. Chairman Campbell briefly stated he was impressed with the involvement of mosque members. Member Portilla, seconded by Member Dillard, moved the Plannin_g and Zoning Commission recommend to the Ocoee City Commission approval for PUD Rezoning/ Land Use Plan for Foundation of Lights. Motion carried unanimously. Engineering Standards Manual Principal Planner Rumer briefed the board about the amendment to the Land Development Code (LDC) relative to the construction of public and private facilities through the Engineering Standards Manual. He continued by saying the manual will help streamline development reviews and approvals. Additionally, it will centralize development policies and change requirements the City has made that are either not referenced in the LDC or is in direct conflict with the Code. He continued to say by referencing the manual Planning and Zoning Commission Meeting January 8, 2013 in the Code, changes and revision to specifications can be made without the need to amend the LDC each time a change is necessitated. City Engineer David Wheeler stated the manual is a guideline for direction and requirements for building facilities such as stormwater retention, and water and sewer utility installation. He explained the manual is a stand-alone document for use in capital improvement projects which do not generally follow development projects. The Public Hearing was opened. The Public Hearing was closed. Vice -Chairman McKey, seconded by Member Sills, moved that the Planning and Zoninq Commission recommend to the Ocoee City Commission approval for an amendment to the Land Development Code. Motion carried unanimously. MISCELLANEOUS Project Status Report City Planner Rumer announced the following: 1) City continues to discuss economic development, and future focus will be on brownfield areas, which will provide tax abatement. 2) West Oaks Mall- Meeting with new mall owners concluded the mall will likely be remarketed. 3) Continuing enhancement with the CRA along State Road 50 corridor, and the fountain on Lake Bennett. Future site of CRA signs- Clarke Road and the 429/ Turnpike area. 4) iShopOcoee is receiving representation from the CRA. Additional information on iShopOcoee will be presented at the next meeting. City Planner Rumer informed the board the terms for Members Morris and de la Portilla expire February, 2013. Member de la Portilla indicated he wishes to continue serving, and Member Morris stated he will communicate his intentions soon. ADJOURNMENT The meeting adjourned at 7:42 p.m. Attest: Diana Turner, Recording Clerk Bradley Campbell, Chairman 4 klIAME1111174-01:4 111111143 FOUNTAINS AT TIVOLI PLACE IFKA FOUNTAINS AT HIGHLAND PARK) Center of Good Nhwar, & Scott Vartdergrift CLAy A/laiLages Robert Frank STAFF REPORT DATE: February 7, 2013 001111nissioll.ers Gai, �y Hood, DistrictI Roseinary Wilsoil, District, 2 Ritsty Joh.n.soo, ffistrict 3 Joel F. Keller, DIstrict 4 TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner SUBJECT: Fountains at Tivoli Place (FKA: Fountains at Highland Park) Final Subdivision Plan for Phase 1 - Project # LS-2012-002 =09 Should the Planning & Zoning Commission recommend approval of the Phase 1 Final Subdivision Plan for Fountains at Tivoli Place? BACKGROUND: The parent parcel is approximately 12.34 acres in size and is located on the north side of Tomyn Boulevard and south of the Florida Turnpike approximately 2,000 feet west of Maguire Road (Physical Address 11311 Tomyn Boulevard). The subject property is currently undeveloped and is covered with a small variety of trees, of which a majority consists of planted pine trees. . The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels Direction Future Land Use Zoning Classification Existing Land Use North _ Commercial General Commercial T-Y Vacant Commercial (across Florida Turn ke.. East Commercial General Commercial T-T Vacant Commercial (Diplomat Tower PSEff§P)_ South Low Density Residential Single -Family Dwelling "R-1X Residential (Brookestone) 7 West-, Unclassified -1 Unclassified _:Water Retention Pond The Future Land Use for the site is "Commercial" and the Zoning classification for the site is Planned Unit Development (PUD). On November 18, 2008, the City Commission reviewed and approved the PUD and Preliminary Subdivision Plan. The Phase 1 Final Subdivision Plan as proposed is consistent with the approved Preliminary Subdivision Plan. The Planning and Zoning Commission February 12, 2013 Page 2 of 2 DISCUSSION: The Fountains at Tivoli Place PUD is approved of a total of seventeen (17) commercial lots to be developed in three (3) Phases. The Phase 1 Final Subdivision Plan consists of only one buildable lot (Lot 17) and its associated infrastructure. The infrastructure requirements for this Phase include utilities, stormwater pond, sidewalks, entrance landscaping, access driveway and an eastbound 145-foot left -turn lane into the site on Tomyn Boulevard. Lot 17 is proposed to be 1.63 acres in size and is located on the southeastern portion of the PUD site. The Applicant has also submitted a Site Plan for construction of a 12,022 square feet (Primrose School) Day Care building on Lot 17. Since the proposed construction of Lot 17 is less than 25,000 square feet, it is considered a "Small -Scale" Site Plan and, therefore, subject to administrative review and approval per Land Development Code, Article IV, Section 4-3. Because Small -Scale Site Plans are administratively reviewed, the P&Z and City Commission will not be acting on the Primrose School site plan. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on February 6, 2013, and reviewed the Phase 1 Final Subdivision Plan for Fountains at Tivoli Place. The applicant was notified on the last remaining staff comments that were sent via e-mail. There were also some minor technical issues that were discussed and agreed upon by the applicant. When the discussion was finished, the DRC voted unanimously to recommend approval of the Phase 1 Final Subdivision Plan for Fountains at Tivoli Place, subject to resolving the remaining staff comments before the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Phase 1 Final Subdivision Plan for Fountains at Tivoli Place, subject to resolving the remaining staff comments before the City Commission meeting. Attachments: Location Map; Aerial Map; Phase 1 Final Subdivision Plan for Tivoli Place. --ountains at Tivoli Location Map :3 0 -T— L 0 C) w E :3 11 F C: 0 (0 Ell, v U T41INS AT .22 L- '1 ,i �P �Q %, J-; SHEET INDEX 1. 2. S. 4. 5. 8-7. S. 9-10. 11-13. 14-18. 17-18. MSP-1 MUP-1 31 EA-1 LA-2 sunshioes at fi i COVER SHEET GENERAL CONSTRUCTION NOTES - CONDITIONS OF APPROVAL DEMOLITION PLAN SITE GEOMETRY PLAN.. UTILITY PLANS GRADING & DRAINAGE PLAN STORMWATER POLLUTION PREVENTION PLANS PAVING,:, GRADING & DRAINAGE DETAILS UTILITY DETAILS LIFT STATION DETAILS MASTER SITE PLAN MASTER UTILITY PLAN BOUNDARY AND TOPOGRAPHIC SURVEY LANDSCAPE PLAN IRRIGATION PLAN CALL THE SUNSHINE STATE ONE CALL 8 1 1 OR 1 -800-432-4770 48 HOURS BEFORE DIGGING FOR THE LOCATION OF UNDERGROUND UTILITIES. ""�F CITY OrOEE, 0 r"BER /<� u -1, APPLICANT DEREK FULLER 3660 CEDAR CREST ROAD ACWORTH, GA 30101 (707) 298-4141 PROPERTY OWNER DEMPSEY BOYD 3275 HIGHWAY 30 CLAYTON, ALABAMA 36016 (407)298-4141 LANDSCAPE ARCHITECT ANDERSEN & ASSOCIATES DEVELOPMENT CONSULTING, INC.. 1730 PERCH LANE SANFORD, FLORIDA 32771 (407)330-9980 1, 'I' ' % '�I '�'. ENGINEER EVANS ENGINEERING, INC. 719 IRMA AVENUE ORLANDO, FLORIDA 32803 (407)872-1515 SURVEYOR ALD 11, INC. 1507 S. HIAWASSEE ROAD, SUITE 211 ORLANDO, FLORIDA 32835 (407)352-7181 GEOTECH NOVA ENGINEERING & ENVIRONMENTAL 6925 LAKE ELLENOR DRIVE, SUITE 200 ORLANDO, FLORIDA 32809 (407)855-1860 PLAN PROVIDED FOR: ❑ PRELIMINARY PLAN ❑ BID SET ■ PERMIT REVIEW SET ❑ CONSTRUCTION SET ❑ RECORD DRAWING * THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION UNLESS APPROVED FOR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS HAVE BEEN OBTAINED PRIOR TO STARTING CONSTRUCTION. EVANS ENGINEERING, INC. CIVIL ENGINEERING LAND PLANNING PERMITTING SERVICES 719 IRMA AVENUE ORLANDO, FLORIDA 32803 (407) 872-1515 www.evansenginc.com CERTIFICATE OF AUTHORIZATION NO. 00006788 UTILITY COMPANIES WATER CITY OF OCOEE UTILITY DIVISION 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407)905-3100 CENTURY LINK 33 NORTH MAIN STREET WINTER GARDEN, FLORIDA 34 (407)814-5271 N cm Lu VICINITY MAP N. T. S. S 30, T 225, R 28E Y Li d 0 Z 0 L_ 0 0 0 � U z z w W 0 0 SANITARY SEWER RECLAIMED WATER ELECTRIC CITY OF OCOEE UTILITY DIVISION CITY OF OCOEE UTILITY DIVISION PROGRESS ENERGY 150 NORTH LAKESHORE DRIVE 150 NORTH LAKESHORE DRIVE 8407 BOGGY CREEK ROAD OCOEE, FLORIDA 34761 OCOEE, FLORIDA 34761 ORLANDO, FLORIDA 32824 (407)905-3100 (407)905-3100 (407)905-31305 CABLE GAS BRIGHTHOUSE NETWORKS LAKE APOPKA NATURAL GAS 3767 ALL AMERICAN BLVD. 1320 WINTER GARDEN-VINELAND ROAD ORLANDO, FLORIDA 32810 WINTER GARDEN, FLORIDA 34787 (407)532-8509 (407)656-2734 FE8 201 GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE EVANS ENGINEERING, INC. WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY. 2. CONTRACTOR SHALL MAINTAIN A SET OF STAMPED APPROVED PLANS ACCURATELY MARKED -UP WITH AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK (SEE GENERAL CONSTRUCTION NOTE 20 FOR FURTHER AS -BUILT REQUIREMENTS AND PAVING AND DRAINAGE NOTE 12). 3. REGULATORY SIGNS (ON -SITE TRAFFIC AND PARKING) SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA-LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE MADE. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION. 7. CHAPTER 556, FLORIDA STATUTES, REQUIRES EXCAVATORS TO NOTIFY SUNSHINE STATE ONE CALL OF FLORIDA (SSOCOF) BEFORE BEGINNING ANY EXCAVATION LISTED IN F.S. 556.108 APPLIES. AN EXCAVATOR MUST NOTIFY SSOCOF TWO FULL BUSINESS DAYS BEFORE EXCAVATING. EXCAVATORS MAY CALL 1-800-4332-4770 DURING BUSINESS HOURS OR USE THE INTERNET TO PROVIDE NOTIFICATION INFORMATION. 8. ALL MEDIANS AND ISLANDS TO BE FILLED WITH CLEAN SOIL. 9. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 10. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. 11. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. 12. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: A. CITY OF OCOEE ENGINEERING DEPARTMENT B. CITY OF OCOEE UTILITY DIVISION C. CENTURY LINK D. BRIGHT HOUSE NETWORKS E. LAKE APOPKA NATURAL GAS F. PROGRESS ENERGY G. FLORIDA'S TURNPIKE AUTHORITY 13. CONTRACTOR TO BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED. IF THERE IS A QUESTION AS TO WHETHER A PARTICULAR AREA SHOULD BE CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. 14. BOUNDARY AND TOPOGRAPHIC DATA WAS PROVIDED TO EVANS ENGINEERING, INC. BY ALD II, INC. 15. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12095CO220F, DATED SEPTEMBER 25, 2009. 16. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE M.U.T.C.D. AND ORANGE COUNTY TRAFFIC STANDARDS. EACH NEW INTERSECTION SHALL HAVE A 30" HIGH -INTENSITY STOP SIGN AND A 24" THERMO-PLASTIC STOP BAR. 18. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPPED RAMPS. 19. ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929. 20. LOT 17 NOT EXCEED 50% IMPERVIOUS AREA AT TIME OF FUTURE CONSTRUCTION. 2 21. AS -BUILT INFORMATION 3.01.05 RECORD DRAWING REQUIREMENTS ALL AS -BUILT" INFORMATION SUBMITTED TO THE ENGINEER SHALL BE SUFFICIENTLY ACCURATE, CLEAR AND LEGIBLE TO SATISFY THE ENGINEER THAT THE INFORMATION PROVIDES A TRUE REPRESENTATION OF THE IMPROVEMENTS CONSTRUCTED. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD COMPLETE SETS OF "AS -BUILT" CONSTRUCTION DRAWINGS AS REQUIRED FOR SUBMITTAL AND APPROVAL. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS -BUILT" CONSTRUCTION CHANGES AND DIMENSIONED LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND GPS DATA TABLE AND SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. THE FOLLOWING INFORMATION SHALL BE INCLUDED IN THE "AS -BUILT" SUBMITTAL AT A MINIMUM: A) SANITARY SEWER: 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER. 2. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4. ACTUAL GRADE OF PIPE BETWEEN MANHOLES. 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE. 6. FIELD MEASUREMENTS FOR LOCATION FROM PERMANENT VISIBLE OBJECTS ALL FITTING/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES) (INCLUDING CLEAN -OUTS). B) STORM DRAINAGE: 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS, UNDERDRAIN CLEANOUTS, YARD DRAINS, ETC. C) WATER AND REUSE SYSTEM AND FORCE MAIN 1. ACTUAL LENGTHS BETWEEN ALL FITTINGS AND VALVES ALONG THE MAIN RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES). 3. AS -BUILT INFORMATION ON WATER SYSTEMS SHALL INCLUDE LOCATIONS OF ALL FIRE HYDRANTS, WATER SERVICES, BLOW -OFF ASSEMBLIES, AND TOP OF PIPE ELEVATIONS AT ALL FITTINGS AND AT A MINIMUM OF 100 FEET SPACING ALONG THE LENGTH OF THE MAINS. 4. ALL SAMPLE POINTS SHALL BE SHOWN IN THE "AS -BUILT" DRAWINGS AND SHALL BE SEQUENTIALLY NUMBERED THROUGHOUT THE ENTIRE PROJECT WITHOUT DUPLICATION BETWEEN PLAN SHEETS. THE NUMBERING SHALL CONFORM WITH THOSE INDICATED IN THE SAMPLES FOR FDEP CLEARANCES. D) UTILITY CROSSING SEPARATION INFORMATION FOR THAT ON THE PLANS VERIFYING: 1. SIZE AND MATERIAL OF CROSSING PIPES. 2. TOP ELEVATION OF BOTTOM PIPE. 3. BOTTOM ELEVATION OF TOP PIPE. 4. FINISH SURFACE ELEVATION OVER UTILITY CROSSING. E) PAVEMENT GRADES AND DRAINAGE PATTERNS 1. PAVEMENT PROFILES AND CRITICAL POINTS SHALL HAVE VERIFIED ELEVATIONS INDICATING THE CONSTRUCTED FINISHED GRADE. 2. DRAINAGE PATTERNS INDICATED BY THE DESIGN DRAWINGS SHALL HAVE VERIFIED SPOT ELEVATIONS INDICATING THE FINISHED GRADE. F) GPS DATA: THE X, Y AND (Z) LOCATION BASED ON THE COORDINATE SYSTEM FLORIDA EAST ZONE STATE PLANE COORDINATE FEET NAD 83, OF ALL MANHOLES (RIM ELEVATION), LIFT STATIONS (RIM ELEVATION), CLEANOUTS (GRADE), SAMPLE POINTS (GRADE), FITTINGS (CENTER OF PIPE) AND METER BOXES (GRADE), ETC. SHALL BE CLEARLY SHOWN. ACCEPTABLE POSITION ACCURACY SHALL BE SUB -METER OR BETTER FOR COMPATIBILITY WITH GLOBAL POSITIONING SYSTEM (GPS) EQUIPMENT. THE GPS DATA SHALL BE PROVIDED IN AN ASSET TABLE INCORPORATED AS A SECTION OF THE FINAL "AS -BUILT" DRAWINGS AND SHALL INCLUDE THE HEADINGS AS FOLLOWS: ASSET #, UTILITY SYSTEM (WATER, SEWER, RECLAIMED WATER, FORCE MAIN, STORMWATER); DESCRIPTION; X-COORD.; Y-COORD.; Z-COORD. ASSET # UTILITY SYSTEM FEATURE X-COORDINATE Y-COORDINATE Z-COORDINATE 001 002 PAVING & DRAINAGE NOTES 1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. TOP OF CURB TO BE 6" ABOVE EDGE OF PAVEMENT. 2. COORDINATION WITH LANDSCAPE CONTRACTOR TO ASSURE THE POND IS SODDED TO PREVENT SCOURING. 3. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE SHALL BE OBSERVED. 4. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS AND SPECIFICATIONS. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6. THE STORM WATER RETENTION/DETENTION POND SHALL BE CONSTRUCTED DURING THE EARLY STAGES OF CONSTRUCTION. SODDED AND/OR SEEDED AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE. 7. SOILS INFORMATION WAS PROVIDED TO EVANS ENGINEERING, INC. BY NOVA ENGINEERING AND ENVIRONMENTAL. 8. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX #280. 9. THE CROSS SLOPE AT THE HANDICAP PARKING AREA CANNOT EXCEED 2%. 10. CONTRACTOR SHALL PLACE FILL MATERIAL AS REQUIRED IN MAXIMUM OF 12" LIFTS AND COMPACT EACH LIFT TO A MINIMUM DENSITY OF 95% OF THE MOD. PROCTOR DENSITY. THE CONTRACTOR SHALL CONSULT WITH THE GEOTECHNICAL ENGINEER FOR THE SPECIFICATION OF THE FILL MATERIAL. SUBGRADES SHOULD BE PROOF -ROLLED UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER FOR INDICATION OF ZONES OF UNSUITABLE SOILS, WHICH MUST BE UNDERCUT AND REPLACED WITH APPROPRIATE FILL MATERIAL. 11. ALL REINFORCED CONCRETE STORM SEWER PIPES SHALL BE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON THE PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON THE PLANS. 12. THE DENSITIES AT UTILITY AND STORM STRUCTURES (INLETS/MANHOLES WITHIN ROADWAY TO 3' IN BACK OF CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND A DENSITY OF 95% FOR STRUCTURES OUTSIDE PAVED AREAS PER AASHTO 180 (MODIFIED) IS REQUIRED. 13. AL STORM STRUCTURES ARE TO BE PLACED ON A 12 INCH BED OF CRUSHED STONE OR EQUAL AS APPROVED BY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. TOMYN ROAD CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION IN THE RIGHT-OF-WAY. 2. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS OR BETTER. ALL DISTURBED AREAS SHALL BE REGRADED AND SODDED WITH ARGENTINE BAHIA SOD. 3. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE INSTALLED BY THE CONTRACTOR PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 4. ALL PAVEMENT MARKINGS/STRIPING DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. MAINTENANCE OF TRAFFIC SHALL BE ESTABLISHED FOR TRAFFIC CONTROL THROUGH WORK ZONE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX #600 SERIES. 6. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY IS TO BE IN ACCORDANCE WITH CURRENT FDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION AND THE ROADWAY AND TRAFFIC DESIGN STANDARD INDEX, LATEST EDITION. 7. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AS SOON AS POSSIBLE. 8. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WHICH WILL BE AFFECTED BY THE PROPOSED IMPROVEMENTS. 9. IF THERE IS ANY DISCREPANCY BETWEEN THE FIELD CONDITIONS AND THIS PLAN, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR DIRECTION. UTILITY PIPE SCHEDULE MARK SERVICE MATERIAL CLASS WM WATER MAIN DIA. = 4"-12" DIP C350 RWM RECLAIMED WATER MAIN = 4"-12" PVC PC150 DR18 AWWA C900 DIP C350 FM WASTEWATER FORCEMAIN DIA. <_ 12" PVC PC100 DR25 AWWA C900 DIP C350 SS SANITARY SEWER DIA. < 15" PVC SDR 35 (ASTM D3034) UTILITY NOTESe FDEP WATER NOTE& 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, THEIR VICINITY. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER AS SOON AS POSSIBLE. WORKS ASSOCIATION (AWWA) STANDARDS. [FAC 62-555.320(21)(B), RSWW 8.0, AND AWWA STANDARDS AS INCORPORATED INTO FAC 62-555.330; EXCEPTIONS ALLOWED UNDER FAC 2. WATER MAIN SEPARATION (VERTICAL AND HORIZONTAL) FROM SANITARY SEWER, STORM, AND 62-555.320(21)(C)] RECLAIMED WATER MUST BE IN COMPLIANCE WITH FDEP GUIDELINES WITH NO STANDARD MITIGATION ALLOWED. THE WATER MAIN SEPARATION FROM SANITARY SEWER, STORM, AND 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED RECLAIMED WATER MUST ALSO BE IN COMPLIANCE WITH THE CITY OF OCOEE UTILITY SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL MINIMUM UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM SEPARATION REQUIREMENTS ARE MAINTAINED. TO NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, F.A.C., OR OTHER APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 3. ALL WATER, SANITARY SEWER, AND RECLAIMED LINES TO MEET THE CITY OF OCOEE ENGINEERING 62-555.320(3)(B), F.A.C. [FAC 62-555.320(3)(B); EXCEPTIONS ALLOWED UNDER FAC STANDARDS MANUAL. 62-555.320(3)(D)] 4. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.30%. MINIMUM SLOPE ON ALL 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN SANITARY SEWER LATERALS TO BE 1.0%. 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 5. RESTO E ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION. 0.2% LEAD. [FAC 62-555.322] 6. ALL W RK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR PERSO, NEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT ENGINEER. MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL 7. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLIC�'ABLE. HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN; OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED T0, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING 8. DISINFRCTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AWWA C651. THE BACTERIOLOGICAL TESTING SHALL BE DONE IN ACCORDANCE WITH AND AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND APPR VED BY THE CITY OF OCOEE AND F.D.E.P. THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR 9. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER, RECLAIMED WATER, SANITARY PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE SEWER GRAVITY, AND FORCE MAIN PIPES. AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF I 10. ALL PIPES TO BE DUCTILE IRON AND SHALL BE CLASS 350 IN ACCORDANCE WITH AWWA 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH STAND!%4RDS. NO AC PIPE ALLOWED. SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE �j PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) [FAC 11. GENER: L CONTRACTOR TO PROVIDE AND INSTALL P.V.C. CONDUIT FOR TELEPHONE INSTALLATION. 62-555.320(21)(B)3] COORDINATE EXACT LOCATIONS OF SERVICE CONNECTIONS WITH TELEPHONE COMPANY. 1 5. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE 12. UNDERGROUND ELECTRIC LINE AND METERS TO BE INSTALLED BY THE ELECTRIC COMPANY. WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDED COORDINATE EXACT LOCATION OF SERVICE CONNECTION WITH THE ELECTRIC COMPANY AND OF PROCEDURES. [FAC 62-555.320(21)(B), RSWW 8.5.1, AND AWWA STANDARDS AS INCORPORATED SCHEDULE THE INSTALLATION THE LINE AND METERS. INTO FAC 62-555.330] 13. UNDERGROUND CABLE TV LINE TO BE INSTALLED BY THE CABLE COMPANY. COORDINATE EXACT LOCATON OF SERVICE CONNECTION WITH CABLE COMPANY AND SCHEDULE INSTALLATION OF THE 6. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND LINE. PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE 14. ALL BACKFLOW PREVENTERS SHALL BE TESTED. PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION 15. THRUST BLOCKS ARE NOT ALLOWED. PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. [FAC 62-555.320(21)(B), RSWW 8.5.2] A7. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH RESTRAINED JOINTS TO PREVENT MOVEMENT. [FAC 62-555.320(21)(B) AND RSWW 8.5.4] 8. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT WILL BE CONSTRUCTED OF DUCTILE IRON (NO AC PIPE) AND WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AS INCORPORATED INTO RULE 62-555.330, F.A.C., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330. [FAC 62-555.320(21)(B)1 AND AWWA STANDARDS AS INCORPORATED INTO FAC 62-555.330] 9. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. [FAC 62-555.320(21)(B)2 AND FAC 62-555.340] 10. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, R STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE 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." [FAC 62-555.314(1); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] 11. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. [FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] 12. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL 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 III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. [FAC 62-555.314(2); EXCEPTIONS ALLOWED UNDER FAC 62-555.314(5)] FDEP SANITARY SEWER NOTESi 1. TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. TESTING REQUIREMENTS SPECIFY: 1) NO PIPE SHALL EXCEED A DEFLECTION OF 5%; 2) USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NO LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATIONS, INCLUDING THE APPENDIX, TO WHICH THE PIPE MANUFACTURED; AND 3) PERFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES. [RSWF 33.85] 2. LEAKAGE TESTS ARE SPECIFIED REQUIRING THAT: 1) NO .VISIBLE LEAKAGE ALLOWED; 2) EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET; AND 3) AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE IN ASTM C-828 FOR CLAY PIPE, ASTM C 924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. [RSWF 33.93, 33.94, AND 33.95] 3. A BENCH SHALL BE PROVIDED ON EACH SIDE OF ANY MANHOLE CHANNEL WHEN THE PIPE DIAMETER(S) ARE LESS THAN THE MANHOLE DIAMETER AND THAT NO LATERAL SEWER, SERVICE CONNECTION, OR DROP MAHOLE PIPE DISCHARGES ONTO THE SURFACE OF THE BENCH. 4. MANHOLES SHALL BE INSPECTED AND TESTED FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. m m p !-:LD, 0 uj o o u- o Ul IC �- J U U U <C,4 N 04 r \ N o ul ul . WiaO.9 -a I w m -i 0 a 0 0 W s � Q4 Uz o 00 M c�ZZ N 00 oo (va'O 0 W-4r�z > p T o W 15 Ofoc cc up: N N z��m�o Z gCC N° 0 LOW in�3 0ZQ J z z w w 0U J ® S U t INC ■ IL �t IL W CC W •, INCU. 1 lAl J ._ O lz Z O A IL � fo cc Cc Im I - Ito y W I� O v O ;y _ W tic lz_ Z Ili. co DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: NONE JOB #: 89201 SHEET #: 2 OF 18 SHEETS CONDITIONS OF APPROVAL FOR FOUNTAINS AT TIVOLI APLACE IFKA FOUNTAINS AT HIGHLAND PARKI AS 2 APPROVED BY THE OCOEE CITY COMMISSION ON NOVEMBER 18, 2008. 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN A EXEMPTION. 2. THIS PROJECT SHALL BE DEVELOPED IN 3 PHASES. 3. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 5. 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 ON THE PLAN. 6. THIS PROJECT SHALL COMPLY WITH, ADHERE TO, AND NOT DEVIATE FROM OR OTHERWISE CONFLICT WITH ANY VERBAL OR WRITTEN PROMISE OR REPRESENTATION MADE BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) TO THE CITY COMMISSION AT ANY PUBLIC HEARING WHERE THIS PROJECT WAS CONSIDERED FOR APPROVAL, WHERE SUCH PROMISE OR REPRESENTATION, WHETHER ORAL OR WRITTEN, WAS RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, COULD HAVE REASONABLY BEEN EXPECTED TO HAVE BEEN RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, OR COULD HAVE REASONABLY INDUCED OR OTHERWISE INFLUENCED THE CITY COMMISSION TO APPROVE THE PROJECT. FOR PURPOSES OF THIS CONDITION OF APPROVAL, A PROMISE OR REPRESENTATION SHALL BE DEEMED TO HAVE BEEN MADE TO THE CITY COMMISSION BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) IF IT WAS EXPRESSLY MADE TO THE CITY COMMISSION AT A PUBLIC HEARING WHERE THE PROJECT WAS CONSIDERED FOR APPROVAL. 7. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 8. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN. IN 9. ALL BUILDING PAD ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY AT LEAST 2 FEET AS MEASURED FROM THE DEVELOPMENTS STORMWATER SYSTEM AND/OR AN ADJACENT BODY OF WATER THAT HAS A FEMA BASE FLOOD ELEVATION DESIGNATED. 10. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE WETLAND AREAS INSIDE THE 100-YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 11. THE DEVELOPER 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. 12. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ( SJRWMD ) AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ( FDEP ). GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES, BUT EXEMPTING BILLBOARDS WHICH SHALL BE CONTROLLED BY SECTION 8 OF THE AGREEMENT)) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 14. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS TREES OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE, THE BUFFER WALLS AND ROADS WILL BE DESIGNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 15. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 16. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THE FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 17. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS -OF -WAY AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 18. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 19. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE. 20. ALL CROSS ACCESS, UTILITY AND/OR DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 21. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE AND INCLUDING ON -SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 22. A PERPETUAL, NON-EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 23. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHTS -OF -WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED)IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ( ADA ) REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED AT CERTAIN CORNER LOCATIONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE OWNER WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WILL ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 24. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 25. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY, WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING. ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, WITH POSTS AND RAILS PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 26. EACH FIRE HYDRANT SHALL BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 27. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AUTOMATIC RAIN SENSORS. 28. RECLAIMED WATER WILL BE USED FOR IRRIGATION PURPOSES. 29. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING REUSE LINES ALONG WITH THE OTHER PROJECT INFRASTRUCTURE. AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. 30. ONE OR MORE PROPERTY OWNERS ASSOCIATION (THE ASSOCIATION ) WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS, UNLESS OTHERWISE NOTED. ALL TRACTS OWNED BY THE CITY SHALL BE EXEMPT FROM ASSESSMENTS BY, OR PARTICIPATION IN, THE ASSOCIATION UNLESS OTHERWISE AGREED TO BY THE CITY. NOTWITHSTANDING THE FOREGOING, THE CITY ON ITS OWN MAY ELECT TO PARTICIPATE ON THE BOARD FOR THE ASSOCIATION FORMED AND/OR RETAIN VOTING RIGHTS FOR TRACTS OWNED BY THE CITY. 31. ALL TRACTS, WHICH ARE TO BE OWNED AND MAINTAINED BY THE ASSOCIATION, SHALL BE CONVEYED TO THE ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 32. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS AND LIFT STATION TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE CORRESPONDING PHASES. 33. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, TOGETHER WITH TRACT C (RETENTION POND), WILL BE OWNED, OPERATED AND MAINTAINED BY THE ASSOCIATION. 34. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 35. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT WILL BE PLATTED ADJACENT TO ALL STREET RIGHTS -OF -WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 36. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ADJACENT TO ALL STREET RIGHTS -OF -WAY WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 37. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION OR OTHER DESIGNATED MAINTENANCE ENTITIES. THE DRAINAGE AND UTILITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 38. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 39. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 40. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION, OR ANY PROVISION TO THE CONTRARY CONTAINED IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT'S MASTER STORMWATER MANAGEMENT SYSTEM ( SWMS ), INCLUDING ALL MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE SWMS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETION ISSUED BY BOTH THE CITY AND THE SJRWMD, (II) THE MASTER STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATION, (III) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD, (IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 41. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF THE ASSOCIATION FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. B. PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (1) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED, OR (II) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS. C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH THE AMENDMENT. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS. 42. THE FINAL SUBDIVISION PLAN FOR THE PROPERTY SHALL INCLUDE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL BE SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY. ALL COMMERCIAL LOT USES SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS. 43. ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 44. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE ASSOCIATION, DEEDS IN FAVOR OF THE ASSOCIATION OR THE CITY, AND EASEMENT DOCUMENTS SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TIME OF PLATTING ALL OR A PORTION OF THE PROPERTY. 45. ALL TRACTS TO BE CONVEYED TO THE CITY WILL BE CONVEYED BY WARRANTY DEED AT THE TIME OF PLATTING, UNLESS OTHERWISE NOTED. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO THE CITY, UNTIL SUCH TIME AS ANY IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRACT. 46. PURSUANT TO SECTION 4-4(G)(7) OF THE OCOEE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY THE CITY COMMISSION. 47. A PRIVACY WALL WILL BE CONSTRUCTED BY THE DEVELOPER ALONG TOMYN ROAD IN FRONT OF THE ( PROJECT WITH THE DESIGN OF SUCH PRIVACY WALL BEING SUBJECT TO APPROVAL BY THE CITY AS PART OF THE FINAL SUBDIVISION PLAN 48. THE DEVELOPER, SHALL NOT REMOVE ANY TREES FROM PHASE 2 (LOT 17) PRIOR TO DEVELOPMENT OF PHASE 2 (LOT 17).A L 49. A PRIVACY WWILL BE CONSTRUCTED BY THE DEVELOPER ON THE SOUTH SIDE OF PHASE 2 (LOT 17) PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS FOR VERTICAL CONSTRUCTION ON PHASE 2 (LOT 17). 50. THE REGULATI ;N OF BILLBOARDS ON THE PROPERTY WILL BE PURSUANT TO AND SUBJECT TO THE PROVISIONS OF A SEPARATE RELOCATION AND RECONSTRUCTION AGREEMENT BETWEEN THE -lITY, THE DEVELOPER AND THE OWNER OF ANY BILLBOARD LOCATED ON 3 THE PROPERT (I FVD LIFT STATIOIN CONSTRUCTED IN THE FIRST PHASE OF DEVELOPMENT WILL BE OWNED AND TAINED BY THE PROPERTY OWNER. ONCE THE PROPERTY DEVELOPS THE SECOND LOT THE RENT LIFT STATION WILL BE ABANDONED. A NEW LIFT STATION WILL BE CONSTRUCTED AS A LIC SYSTEM.I IN ADDITION THE NEW FORCE MAIN WILL BE CONSTRUCTED ALONG THE NDONED RIGHT OF WAY TO THE EAST AND SOUTH ALONG THE EXTENSION OF TUMBLEWATER . THIS NE FORCE MAIN WILL BE CONTINGENT UPON THE RIGHTS OF THE CURRENT PERTY OWN R TO ACCESS THE PROPERTY NEEDED FOR CONSTRUCTION. E THE PROPERTY OWNER DEVELOPS THE SECOND LOT A REUSE MAIN WILL BE EXTENDED FROM EXTENSION OF TUMBLEWATER BLVD. TO THE PROJECT. THIS REUSE MAIN WILL BE USED TO ATE ALL 0 EN AREAS OF THE PROJECT WITH THE EXCEPTION OF CHILD RECREATION OR ANY R NON -PE MISSIBLE USES. T LIGHTING OR THE MASTER DEVELOPMENT WILL BE REVIEWED DURING THE SECOND LOT LOPMENT. IF ADDITIONAL LIGHTING IS WARRANTED DURING THIS REVIEW, THE DEVELOPER WILL ALL ADDITIO. AL LIGHTING TO MEET CITY STANDARDS. n m m m = 0 0 0 0 0 0 W 1c 5 cn z w 5 z w 5 z w 0 U 0 U 0 U - <C'4 <rn H r T co ul ul � LL; a: cn � oca 0 W v S E Uz o 00 00 Z O r e N O CO O � Z Lil z W co > 2 g�o44°'a e�W zzu. cr 1 Z n cc 0� ..o a z Tmaw 1` Z 3 a W Z g .� z cc U V S v E� w a e �t � ..1 iC 0■ � R • d U. �v d%- O FC 0 � H O F mi iC qc fic :0 IL cc OC 0. 0. 0 4c to ■• IL :� 0 �A O ■.1 Z = iL v DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: NONE JOB #: 89201 SHEET #: 3 OF 18 SHEETS m m CD m h p Lli 0 0 0 Li 0 0 0 W CC U Imo - W U cn F- W O U O U `�) N W N cq r N 04 o ®ems co Lo 0 a � vi C� rn w LL4 a c c tN W U ■ WS W M Uz o 00 r- a W co E IS o OU o o (� z W4TZ6 Z ��[/R) >V-�c Z4�°' N o0G, Q1 I � ?gZ CLJ (j) z�o 0 cc a O Zw CI w vm o„ IL�� z Z Li J m W p w Ail s U � ■ Q t c a = _ IL -• arc t d F W oc M 4IL M 96d O W r Z oc mi IL = oc Z J O o. � F O oc Z E DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: AS SHOWN JOB #: 89201 SHEET #: 4 (IF 18 SHEETS 0 LZ 0 N co m m 7 p ra 0 0 0 0 0 0 0 0 0 W cc Imo— W F- Imo- W F�— W O U O U O U �-'<C14 <PO W o N N \ \ O M N \ co e� o Ln w a c� vi Cf3 9_i_6 w 0 ap N W U S U o z 00 00 Z WWa a M o 0 (0a Z w V- z >o z a cc Z CN N o W ����0 Z g � ° a � /' Z 0 EdG w zNZ � a IE OR U J P= w O W U J U r oc 0. ;L S Q• o. E W < o u. M LC O F :C .l t� Z to J ;s 06 to � ..i :C DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: 1" = 40' JOB #: 89201 SHEET #: 5 OF 18 SHEETS m F1 ro ' IC 2 z � z 0 U U 0 U U w n- w [if w a w Of W S p CV j rn 1 N LO 1 LO i e� co c�9 t I a vi w M W � 5 o a 0 N w v 5 dz w Z o 00 � r- „ N 00 a UJ 4m E 0 O 0 Z Z `� Wa�� z I WZ z.4c; �F 0 < 1 gm �� a `Z`RR ' Z LuWz - °o� � 0 NZ � a U m U- LU w jF z O Ld w U LiJ S Er'; 1� W J O to = :6 2 d E- W I c u�. m 16 �� IL O Fn O M F � MMMMAMMMMM de •c cL 4 c� 9L ,, ca 1�- a;MW ao R 2c is DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: 1 " = 4 0' JOB #: 89201 SHEET #: 6 OF 18 SHEETS > m h Z O h > W p z w 0 c� U W IL W W � oc N I rn m c� c'[ w q� a �� N CM ILLI L� 5 0 0 r W v 'v e �! J Z IL mc d 0o un IL WI W j O F Z lic IL Z i— o - - J a 0 04 m F J I' LL J 4 W O Z W DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: 1"=a0' JOB #: 89201 SHEET #: 7 OF 18 SHEETS 0 0 N 00 0 N O� 3 a IL 0 c G O C 7 O LL. O N 00 cn m O m h Z O ra 'V H W Y Z H U}} H }U F- C� W U LL- W I- U W U U W a w aaaa w w w IN oc am OD i N O i N � t _ 00 �s co 00 Lo x co N LLi � W CCI LLI W U-. 5 0 0 cn W En S E O ? N r -= a = O O W,av-" Z oV- it ' Z z>.- o 4c cc i a UJ CL Fr- � � � Z � LL. c o Z gcc C!° * �Go��INZ W z �z 3. z J �U- z cc 0 U S z oc J 44 z z '4 O W w cc z 4c Q J � IL Z W 0 Lr DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: 1" = 40' JOB #: 89201 SHEET #: 8 O1 18 SHEETS m m w w O U O O O /if F- W U F- Z W 2 O U N W N 00 Lo x r^ c� uj c� a w 3 vi LLJ LL.j L-Am a 0 0 V) w U S cwi)0 0 Q4 Z z 00 N r- a cl W 0% E o w � t,� Z O Z W04r6Z �>atoc: o ' w -i ao cn p Z U. c F 3c ~c) a 000 - O Z *o z o n" Z a u�, a ® WLL z c W w U Mal U r IFS e oc ja _ 0. ;z s 0044 ; 10 d O IN F � IZ oc iL IO i� = O I. J IL z J d !m lco 3 O Z �z o DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: A$ SHOWN JOB #: 89201 SHEET #: 9 OF 18 SHEETS GENERAL THE CONTRACTORS SHALL IMPLEMENT THE REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE CIVIL DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO UNDERTAKE ADDITIONAL MEASURES AS REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. CONSTRUCTION SEQUENCE: 1. FLAG ALL WORK LIMITS 2. NOTIFY SEDIMENT CONTROL INSPECTOR 24 HOURS PRIOR TO START OF CONSTRUCTION. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. IDENTIFY ALL EXISTING VEGETATION TO BE SAVED. 5. PERFORM CLEARING AND GRUBBING REQUIRED FOR INSTALLATION OF PERIMETER. 6. INSTALL PERIMETER RUNOFF CONTROLS, DIVERSION SWALES/DIKES AND SEDIMENT BASIN. 7. CONSTRUCT SEDIMENTATION BASIN. 8. NOTIFY SEDIMENT INSPECTOR AND OBTAIN APPROVAL BEFORE PROCEEDING FURTHER. 9. COMPLETE ALL NECESSARY STOCKPILING, SITE CLEARING, AND GRADING. 10. INSTALL SITE UTILITIES, STORM SEWERS, AND CURBING. 11. INSTALL BASE TO PAVEMENT AREAS. 12. INSTALL STORM DRAINAGE PROTECTION. 13. WEATHER IN BUILDING. 14. COMPLETE FINAL GRADING, STABILIZATION, AND PAVING. 15. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE, NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE SEDIMENT AND EROSION CONTROLS. CONTROLS THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE EROSION AND TURBIDITY CONTROL MEASURES AND TO ENSURE THAT THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED, AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR. EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. FILTER FABRIC BARRIERS: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 3:1. B. IN MINOR SWALES WHERE THE MAXIMUM CONTRIBUTION DRAINAGE AREA IS LESS THAN 2 ACRES. 2. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUN-OFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER SYSTEM. 3. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM RUN-OFF UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 4. UNLESS SPECIFIED, SLIT FENCES MAY BE USED IN LIEU OF SYNTHETIC BARRIES.. 5. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE REWORKED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. 6. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. 7. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED TO ASSURE OPTIMUM GROWING CONDITIONS. 8. TEMPORARY RE -GRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT OBTAINED A MINIMUM OF 75 PERCENT GOOD GRASS GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. 9. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 10. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFF -SITE FACILITIES. 11. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED OR SODDED. 12. AIR POLLUTION: THE BURNING OF BRUSH OR SLASH SHALL ADHERE TO STATE AND LOCAL REGULATIONS. FIRE PREVENTION MEASURES SHALL BE TAKEN TO PREVENT THE START OR SPREADING OF WILDFIRES THAT MAY RESULT FROM PROJECT ACTIVITIES. ALL DUST CONTROL METHODS SHALL ENSURE SAFE CONSTRUCTION OPERATIONS AT ALL TIMES. STRUCTURAL CONTROLS 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED TO DIVERT RUNOFF THROUGH A SEDIMENT TRAPPING FACILITY. 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP IS USUALLY INSTALLED IN A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A DISTURBED AREA. 3. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TiME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE AREA PER ACRE OF DISTURBED AREA. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACK -FILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION. OTHER CONTROLS WASTE MATERIALS - DISPOSAL ALL WASTE MATERIALS EXCEPT LAND CLEARANCE DEBRIS SHALL BE COLLECTED AND STORED IN A SECURE LIDDED METAL DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT. HAZARDOUS WASTE - DISPOSAL ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. SANITARY WASTE - DISPOSAL ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. OFF -SITE VEHICLE TRACKING A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT, OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. EQUIPMENT PLACEMENT THE CONTRACTOR WILL USE BEST MANAGEMENT PRACTICES TO DETERMINE THE LOCATIONS OF EQUIPMENT TO BE LEFT ON -SITE. SPILL PREVENTION THE FOLLOWING PRACTICES WILL BE FOLLOWED BY THE CONTRACTOR TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF SUBSTANCES TO STORM WATER RUN-OFF. THE FOLLOWING PRACTICES WILL BE FOLLOWED ON -SITE DURING THE CONSTRUCTION PROJECT. 1. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. 2. ALL MATERIALS STORED ON -SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR ORIGINAL CONTAINERS. 3. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. 4. MANUFACTURER'S RECOMMENDATION FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 5. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ON -SITE RECEIVE PROPER USE AND DISPOSAL. 6. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED. 7. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. IN ADDITION TO THE SPILL PREVENTION PRACTICES LISTED THE FOLLOWING WILL BE FOLLOWED FOR SPILL CONTROL: 1. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN-UP WILL BE CLEARLY POSTED ON -SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE CLEAN-UP SUPPLIES. 2. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN-UP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON -SITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO: BROOMS, DUST PANS, MOPS, RAGS, CLOVES, GOGGLES, LIQUID ABSORBENT, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL. 6. THE SITE SUPERINTENDENT WILL BE THE SPILL PREVENTION AND CLEAN-UP COORDINATOR. AT LEAST ONE OTHER SITE PERSONNEL WILL RECEIVE SPILL PREVENTION AND CLEAN-UP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE AND PREVENTION OF CLEAN-UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA IN THE OFFICE TRAILER ON -SITE. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ON -SITE: 1. PETROLEUM PRODUCTS ALL ON -SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY SUBSTANCES USED ON -SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURE'S RECOMMENDATIONS. 2. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. FERTILIZERS WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. 3. PAINTS ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO STATE AND LOCAL REGULATIONS. 4. CONCRETE TRUCKS CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING AREA FOR CONCRETE TRUCK WASH OUT. CONCRETE TRUCKS THAT WASH OUT ON -SITE MUST WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER INTO A DESIGNATED SEDIMENT BASIN ON SITE PRIOR TO DISCHARGE INTO STORM WATER MANAGEMENT AREAS. CONTRACTOR WILL BE RESPONSIBLE FOR MEETING STATE AND LOCAL REQUIREMENTS. MAINTENANCE / INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: 1. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.5 INCH OR GREATER. 2. ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER: IF A REPAIR IS NECESSAR IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAD REACHED ONE-THIRD THE HEIGHT OF E FENCE. 4. SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. 5. THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED. 6. DIKES AND SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. 7. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS. 8. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR. THE REPORTS WILL BE KEPT ON -SITE DURING CONSTRUCTION AND AVAILABLE! UPON REQUEST TO THE OWNER, ENGINEER, OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITTED. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 9. THE SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR MANAGING THE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. NON -STORM WATER IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING 2. PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION) ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. QTnnelAl I/ ANCHOR BALES WITH 2 - 2" X 2" X 4' STAKES PER BALE. DITCH URB & GUTTER IME DITCH DITCH BOTTOM INLET (FDOT INDEX 106) INLET GRADE FILTER FABRIC INLET STRIIC:TIIRF & GUTTER 41 PARTIAL INLET EROSION CONTROL SOCK PROTECTION AROUND INLETS OR SIMILAR STRUCTURES INSPECTOR: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM STRUCTURAL CONTROLS DATE, EARTH DIKES / SWALES DIKE OR SWALE FROM TO IS DIKE / SWALE STABILIZED? IS THERE EVIDENCE OF WASHOUT OR OVERTOPPING? MAINTENANCE REQUIRED FOR EARTH DIKE / SWALE: TO BE PERFORMED BY. ON OR BEFORE: CATCH BASIN / CURB INLET / OUTFALL TURBIDITY CONTROLS STRUCTURE/ OUTFALL ARE TURBIDITY CONTROLS IN PLACE? ANY EVIDENCE OF CLOGGING/WASHOUT OR BYPASSING? ARE TURBIDITY CONTROLS IN NEED OR REPLACING? DOES SILT NEED TO BE REMOVED FROM AROUND CONTROLS? MAINTENANCE REQUIRED FOR CATCH BASIN / CURB INLET / OUTFALL TURBIDITY CONTROLS: TO BE PERFORMED BY. 7 6 5 Q ON OR BEFORE: HOT& spudrwe Marve In nde dart we � on ,enemllzed eondNIA: and shw1d be 2"ed FLAW RATES Very Ughl (CPS) < 5 bmed on edual sne pertbrmarae or Ibshoolro ae Light > 5 <A Nodarde > ro <15 Heavy > 15 <25 LEGEND Very Heavry > 85 <40 Flow SOILS Sove Coheelve Non - Coheelve Firm Loom Fine Sand Clay Sande Claye Course Sand Gravels Hardpans Sandy Loam SHt Loom rVe ��1"9 (anelder Use Of Temoomry Sod 50 /00 i50 20() P50 Spooing (In Feet) CHART I RECOMMENDED SPACING FOR TYPE .III SILT FENCES Post (Options: 2" x 4" Or Optional Post Positions� Rf Min. Dia. Wood; Steel i 1.33 Lbs/Ft. Min.) 6` Mox. i Filter Fabric (In $ Conformance With 1 Sec. 985 FOOT Spec.) o 300 350 400 Principle Post Position (Canted 20° Toward Flow) -Filter Fabric Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE IIZ SILT FENCE ? ; -k - ® Silt Flow Type .III Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS SILT FENCE DETAIL N.T.S. Note: Spacing for Type ZIT Fence to be in accordance with Chart Z, Sheet I of 3 and ditch installations at drainage structures Sheet 2 of J. Type .IQ Silt Fence STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM SEDIMENT BASIN DEPTH OF SEDIMENT IN BASIN DEPTH OF SEDIMENT SIDE BASIN ANY EVIDENCE OF EMBARKMENT? (YES/NO) CONDITION OF OUTFALL FROM SEDIMENT BASIN MAINTENANCE REQUIRED FOR SEDIMENT BASIN: TO BE PERFORMED BY ON OR BEFORE: OTHER CONTROLS STABILIZED CONSTRUCTION ENTRANCE DOES MUCH SEDIMENT GET TRACKED ON TO THE ROAD? IS THE GRAVEL CLEAN OR IS IT FILLED WITH SEDIMENT? DOES ALL TRAFFIC USE THE STABILIZED ENTRANCE TO LEAVE THIS SITE? IS THE CULVERT BENEATH THE (INTRANCE WORKING? (IF APPLICABLE MAINTENANCE REQUIRED FOR STABILIZED CONSTRUCTION ENTRANCE: TO BE PERFORMED BY, ON OR BEFORE: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM TO BE COMPLETED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5 INCHES OR GREATER INSPECTOR: DATE: INSPECTOR'S QUALIFICATIONS: DAYS SINCE LAST RAINFALL: AMOUNT OF LAST RAINFALL: INCHES STABILIZATION MEASURES INSPECTION AREA (LOCATION) DATE SINCE LAST DISTURBED DATE OF NEXT DISTURBANCE STABILIZED? YES / NO STABILIZED WITH CONDITION STABILIZATION REQUIRED: TO BE PERFORMED BY ON OR BEFORE: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN: REASONS FOR CHANGES: I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGN TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. NAME (OPERATOR AND/OR RESPONSIBLE AUTHORITY) DATE CONTRACTOR CERTIFICATION "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH THE, TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORM WATER POLLUTION PREVENTION PLAN THEREUNDER." NAME AND TITLE COMPANY NAME, ADDRESS DATE AND PHONE NUMBER GENERAL CONTRACTOR SUBCONTRACTOR SUBCONTRACTOR SUBCONTRACTOR 00 In �� c� r� Lei ,--� °- UT ca> zd w p0 UJ -i 6a _ 0 0 0 (n w v S cn Q4 U Z z o 5 00 00 w N d O CID o 00 1(0Z n O Ci 0011111111 iz WaT� �O 0' 0 V •- z O z 0 aaJ~� N rx a Z Z2u.�°C s� oo Q p0* TOM WOO 3 O W Z z " a 3� Q w w J � z p w U S U S t 4Cc J x 4C QIL Zv IC W IJ WIL Will )11- Z a z Z 0 J Q Z J IL cc 0. Z I. 0 m � Z I 3 a O P. W Os DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: AS SHOWN JOB #: 89201 SHEET #: 10 OF 18 SHEETS II r II TO En Fnr.Fs DIMENSIONS & QUANTITIES D X A 8 C E F G M N GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quad Pipe Standard Weight Pipe Extra Strong Pipe Single Pipe Double Pipe Triple Pipe Quad Pipe Single Pipe Double Pipe Triple Pipe Quad Pipe 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63' 7.21' 9.79' 12.37' 1.19' 0.76 1.16 1.54 1.94 8 /0 1l 12 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 7.75` 10.58' 13.42' 1.21' 0.85 1.28 1.7/ 2.17 9 /0 /2 13 24" 3`-5" 2.53' 7.18' A 9.71' 7.03' A ll' 1.73' 5.50' 8.92' 12.33' 15.75' 1.25' 1.02 1 1.58 2.15 2.75 /0 12 /3 15 30" 4'-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00, 6.08' 10.33' 14.58' 16.83' 1.29' 24 3" 1.23 1 1.98 2.74 3.50 12 14 15 1 17 36" 51-1" 2.87' 11.3/'O 14.18' 11.03'0 15` 1 2.24' 6.67' 11.75' 16.83' 21.92' 1.33' 2 3" 1.40 2.38 3.33 4.24 13 /5 /7 20 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45` 7.25' 13.25' 19.25' 25.25' 1.38' 2 3 1.60 2.83 4.04 5.26 /4 /7 /9 22 46" 6'-9" 3.22' 15.43 18.65' 15.03' 19' 2.65' 7.83' 14.58' 21.33` 28.08' 1.42' 2 3 1.81 3.26 4.70 6.14 15 /6 21 24 54" 1 7'-8" 3.39' 17.49' 20.88' 17.03' 2/ ' 2.83' 6.42' 16.08' 23.75' 31.42' 1.46' 3" 4" 2.03 3.78 5.54 7.28 /7 20 23 27 60 8'-6" 3.56' 19.55' 1 23.11' 19.03` 23' 3.00' 1 9.00' 17.50' 1 26.00' 1 34.50' 1.50' 1 3"1 4" 2.28 4.36 1 6.43 1 8.50 /8 22 25 29 1 /8" RADIUS r1/8" o •° . e d d; . •'° ^ ...° :.d• CI R I - I °. I CONTRACTION JOINT N.T.S. A 6.42' A 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. NOTES: O 10.40' O l0.10' Dimensions permitted to allow use of 12' standard pipe lengths. A O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 1. ALL TRAFFIC SIGNS SHALL COMPLY 1/2" WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. STOP SIGNS SHALL BE 30" HIGH -INTENSITY STOP SIGNS. Q Sod 1, Beveled Or Round Corners N Sod p Beveled Or Round Corners N ` d Q ° ,° ° Construction Joints Permitted �'� Construction Joints Permitted 3. ALL SIGNS SHOULD BE CLEARED °:• d' r� OF ANY OBSTRUCTIONS AND BE PREMOULDED JOINT VISIBLE. Grate I / Grate 6 "I MATERIAL -� EXPANSION JOINT 2' • � �, Dg� B STOP SIGN DETAIL N.T.S. o '' 11 N.T.S. K7N),CONCRETE JOINT DETAIL 11 N.T.S. I 1-611 I 1 6„ \ Fastener 21 Concrete Slab, 3" Thick, Reinforced With ----"Sod 72r' Std. WWF 6x6-W1.4xW1.4 `� N -� - - � CD 6" Min.'k 6� WIDE 8" TOP VIEW -SINGLE PIPE 2'-011 IFFasleneR 4" THICK •TYPE F S/0pe 2' S \ rArry p M0111' odWhen used on high side of roadways, aVe se she of the eetsIxcb E� M�/� f biro sit%an \ gutter shall InatCh the cross slope of the adjacent pavement. efa%/s q Concrete Slab, 3" Thick, Reinforced With Sod _ - The thickness of the lip shall be 6", unless otherwise shown � WWF 6x6-W1.4xW1.4 N � Z�� GENERAL NOTES 3„ CONCRETE WALK AT 3,000 P.S.I., on plans. Grates B BROOM FINISH, SAW CUT I. For curb,gutter,ond curb and gutter provider - 4 �� contraction O sPaaea' /4. c To a CONTRACTION JOINTS OUSTS AT5'O.C. COMPACTED SUBGRADE joints at l0' centers (max.). Contraction joints adjacent to concrete TOP VIEW -MULTIPLE PIPEpavement on tangents and flat curves are to match the pavement 3" SIDE DRAIN joints, with intermediate joints not to exceed 10' centers. Concrete Construction Joints Permitted Curb,gutter and curb & gutter expansion joints shall be located in ti Plpe Connector Note: See Sheets 5 and 6 for details and general notes. MITERED END SECTION accordance with Section 520 of the standard specifications. Saddle * Ditch Grade SINGLE AND MULTIPLE ROUND CONCRETE PIPE 2. Ends of Curbs Types B and D shall transition from full to zero a _ S heights in 3 feet. 21 Not Less Than D U) :Z to I*Slope:KD CONCRETE SIDEWALK Unless Approved By The Engineer 6„ 6" 2( FoTo C r 24'pe For ,pAndes 18"a fed Smaller l of 6 273 11 rE TYPE 'F' CURB DETAIL E 3 2 Sod A MITERED END SECTION N.T.S. Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered End Section) Ql..,)FWTINDEX #273 N.T.S. SECTIONN.T.S. 12" WHITE THERMO- PLASTIC STRIPING 8" 6„ O Not less than 2' full height curb adjacent to diagonal ramp Joint Seal and within crosswalk limits UtIl. o Crosswalk widths and configuration vary: must conform to Traffic Design Standards. Width d walk Width Strio 11 Depth Of 5awcut Varies Curb Type D Or Curb & Gutter 3J Min. ( Back of Sidewalk Alignment Variations Type F (Curb & Gutter Type F Shown). Conc. Pav't. 12" 16" 12" TRUNCATED DOME " 2 Exp. Joint And � � ..• DETECTABLE WARNING 1 Preformed Joint Filler `v GENERAL NOTES s" �" 3/4" R ��t� a I. For curb,gutter,and curb and gutter provide 13/4" PAVEMENT ` 2' O' joints at l0 centers (max.). Contraction joints adjacent to concrete ;:. pavement on tangents and flat curves are to match the pavement joints, with Intermediate joints not to exceed l0 centers. Curb,gutter and curb & gutter expansion joints shall be located In Not Less Than 4`-0" ; accordance with Section 520 of the standard specifications. j 2. Ends of Curbs Types B and D shall transition from full to zero ; STAEII GZEf): 50bGIDE: heights in 3 feet. t '9 or flexible pavement, concrete shown. 2 .- J. For use adjacent to concrete=•CO•• '�`•7•`•FS�=:'��:������=.•- Expansion Joint, preformed Joint filler and joint seal are required '• 24 WIDE WHITE THERMO-PLASTIC o� Ramp Curb between curbs and concrete pavement only, see diagram right. STOP BAR AT ENTRANCES f- GJt tOq DIAGONAL RAMPS I?1 1 10 rHN)Ii CROSSWALK DETAI l2" Crosswalk Dome T TYPE 'D' CURB DETAIL K\ Line (Typ.) FDOT TYPE 'A' CURB DETAIL � 11 N.T.S. GENERAL NOTES With Diaectfonttern Of Shall T Duel Line 11 N.T.S. 11N.T.S. 1. Pedestrian pathways with running slopes steeper than 20r1 are considered ramps. N . T. S. Ramp running slopes shall not exceed 129. Ramp cross slopes shall not exceed 0.02. l2" Crosswalk 2. Curbed facilities with sidewalks and those without sidewalks are to have curb (6' Mind out ramps constructed at all street Intersections and at turnouts that have curbed returns. Partial curb returns shall extend to the limit prescribed by Index No. 515 Truncated Dome to accommodate curb out ramps. Ramps constructed at locations without sidewalks shall have a landing constructed at the top of each ramp. PLAN VIEW (See Detail) 3. The location and orientation of curb cut ramps shall be as shown in the plans. 4. if a curb cut ramp Is located where pedestrians must walk across the ramp, then the walk shall have transition slopes to the ramp; the maximum slope of the transitions shall be 12:1. Curb cut ramps with returned curbs may be used where pedestrians would not normal!y walk across the ramp. Future Curb And " r ,r r rr ; rr -20 WIDE , 6 J -6 l -l0 l -2 5. Ramps runs shall have a tactile surface. Ramp landings adjoining vehicular ways ,r shall have a tactile surface 36" wide borderingthe vehicular w Tactile Gutter Construction 2 R a ay. e 20' R Or As Shown On Plans i 1 surfaces shall be constructed by texturing to a depth not of elther7 by use A of a tamp or roller fabricated witn an 1mpringng surface of either "mesh 0.250 ---i-T-i--i-- _ - ' " wire cloth (plain weave, conventional crlm ), 6 expanded meta! (standard) or / -/� C 3/b. expanded metal ratln . Transition slopes es are not to have tactile surfaces. r n kxp. Joint N pa g g P 2 _�- N 3i �tl i� 6. Where a curb cut ramp Is constructed within existing curb, curb and gutter and/or ::•................................................................ \ sldewotk, the existing curb or curb and gutter shall be removed to the nearest joint;- 8" beyond the drop curb or to the extent that no remaining section of curb or curb and �+ r, gutter Is less than 5' long. The existing sidewalk shall be removed to the nearest ,-�,-; PLAN VIEW Ali 5"0 joint beyond the transition slope or walk around or the the extent that no remaining ' 8 SECTION 88 section of sidewalk Is less than 5' long. Valley Gutter Curb And Gutter 2 intergal Dome PLAN � l`-l0" 1'-2" 2 R 'S� 1 6" SOIL CEMENT BASE AT 300 PSI /2''C�ir6 PICTORIAL VIEW O AND COMPACTED TO AT LEAST 95% OF ITS MODIFIED MAX. 0 RAMPS FOR LINEAR PEDESTRIAN TRAFFIC �N g� (� �� �N DENSITY PER AASHTO T-180 O 3 r -On 3 1-6n 2 12" THICK SUBBASE COMPACTED TO AT LEAST 95% OF ITS P MODIFIED MAX. DENSITY PER E� SECTION AA SECTION CC AASHTO T-180 i2� F� TRUNCATED DOME M HANDICAP RAMPS MDOT INDEX *304) K VALLEY GUTTER DETAIL TEMPORARY STABILIZED ACCESS � S�ae��� • 11 N.T.S. 5 11 N.T.S. 11 N.T.S. m m O = O W W O C) O � O O W IC H U H Z W O U �p N N co L0 ca W a c� W "1J k' 0 s 0 t r 2 0 40 = ZI s Q 0. ZV 0 II IL W 0 Z d Z 0 W Z R m I Qr_ OC J `4C` r J Z 3 Z DRAWN: BC CHECKED: DLE DATE: May, 2012 SCALE: NTS JOB #: 89201 SHEET #: 01= 18 SHEETS Of Grate HALF SECTION CAST IRON GRATES •V� I IRp -II»-TYPE E Approx. Weight 465 Lbs. CAST IRON GRA TE 4'-4" =in J PLAN 24' - j Grate --' C�- C/. E e Bolts See Index 201 ' to 1 —' �• Bars o ®4/2" Ctrs. �r v> w a m SECTION TYPE E TYPE E Recommended Maximum Pipe Size: Bars 2"" 3'-0" Wall-24" Pipe . Reticullne Bars IStraight x 4'-6" Wall-42" Pipe Bands 44, Approx. Weight 2/5 Lbs. STEEL GRA TE GENERAL NOTES I. These inlets are suitable for bicycle and pedestrian areas and are to be used /n ditches, medlans and other areas subject to Infrequent traffic loadings but are not to be placed In areas subject to any heavy wheel loads. 2. Inlets subject to minima/ debris should be constructed without slots. Where debris Is a problem Inlets should be constructed with slots. Slotted Inlets located within roadway clear zones and in areas accessible to pedestrians shall have traversable slots. The w traversable slot modiftoatton Is not adaptable to Inlet Type H. Slots may be constructed at either or both ends as shown on plans. 8" g" 8„ 3. Steel grates are to be used on all Inlets where bicycle traffic Is anticipated. Steel grates are to be used on all inlets with traversable slots. Either cast iron or steel grates may be used on Inlets without slots where bicycle traffic Is not anticipated. Either cast Iron or steel grates may be used on all Inlets with non -traversable slots. Subject to the selection described above, when Alternate G grate Is specified in the plans, either the steel grate, hot dipped galvanized after fabrloatton, or the cast Iron grate may be used, unless the m plans stipulate the particular type. 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than those recommended must be checked for fit. 811 C7 5. All exposed corners and edges of concrete are to be chamfered H. rwise Iniess Otherwise m Unless Otherwise shown On Plans ¢ Shown On Plans 6. Pavement to be used on inlets without slots and Inlets with non -traversable slots only when called for In the plans, but required on all traversable slot Inlets. Cost to be Included In contract unit price for Inlets. Quantities shown are for Information only. NOTE: Alt. B Structure Bottom Only. See Detail No. 200 7, Traversable slots constructed in existing inlets shall be paid for as Inlets partial, and shall Include the cost for slot openings, paving and any required replacement grates. STRUCTURE BOTTOM FOR INLET TYPE E 8. Sodding to be used on all Inlets not located in paved areas and paid for under contract unit price for Sodding SY. 9. For supplementary details see Detall No. 201. "'* F.D.O.T. TYPE E INLET �2(TRAMC BEARING) N.T.S. M. 33' FDOT TYPE 'A' CURB (TYP) 126.00 24' DRIVEWAY FDOT TYPE 'D' CURB (TYP) 12E MIN. 1% — DRIVEWAY SECTION #3 N.T.S. PA 6.50' 1 LOT 17 PROPOSED FILL TO 126.75f 1.33' 24' (ENTRANCE) FDOT TYPE 'A' FDOT TYPE 'D' CURB (TYP) CURB (TYP) � 5' S' 1 126.85 127.00 BERM VARIES BERM M E'G' 5. 127.00 MIN. 1q, MIN. 1% ............ _ .�._----- .:::.:::::::T Fj 10YR/24HR PEAK STAGE = 122.42' ar5 12�:�—6" STABILIZED SUBGRADE 2 _. ..___ �.. _ 12b` 100YR/24HR PEAK STAGE = 123.25' 1`L_-._-- —•' SUBGRADE (FBV 50) 3 25YR/96HR PEAK STAGE = 123.48' UNDER CURB (TYP) 100YR/72HR PEAK STAGE = 123.89' 0 5 NOTE: SIDE SLOPES SHALL BE SODDED. SOD TO EXTEND OVER BERM AND ALL TIE-IN BACK SLOPES. BOTTOM OF POND TO BE SEEDED. 1I 4 BOTTOM = 121.5' N.T.S. 1 .'1113 , . . I� 1' I _ 5' I 1 NOTE: SIDE SLOPES SHALL BE SODDED. SOD TO EXTEND OVER BERM AND ALL TIE-IN BACK SLOPES. Al ( E � EMERGENCY OUTFALL WEIR N.T.S. BOTTOM = 124.25 100YR/72HR PEAK STAGE = 123.89' 45 NOTE: SIDE SLOPES SHALL BE SODDED. SOD TO EXTEND OVER BERM AND ALL TIE-IN BACK SLOPES. BOTTOM OF POND TO BE SODDED. 0 0 F, PAVEMENT O2" ASPHALTIC CONCRETE TYPE S—I MINIMUM STABILITY 1,500 LBS O8" CRUSHED CONCRETE TO MEET FDOT ROAD AND BRIDGE CONSTRUCTIONS SPECS. SEC. 204 O8" SUBBASE LBR 40 COMPACTED TO AT LEAST 98% OF ITS MODIFIED PROCTOR MAX. DRY DENSITY (ASTM D 1557) ENTRANCE DRIVEWAY SECTION *2 N.T.S. w Z J 10' �7_ Ld a O X 0- 0 0 1( �1 1 55 5 m m > h UJ OU O Li O O z h o U 0 U CC U7 � W M U) H W M O U O U � N T"- N � r \ Go In co W c> w c® _J L_9 L,® 0 5 0 0 w 5 � Q4 Uz o 100 Z W WA Paz oa I� Z Wfi�U z >010�Z 1Z � 0 —'- •- o LIJ Z a o 44 < ZU. 15 cc �° a Z 0 D o ~ 'Z �' LIJ z Ii J F_ rino W w U J s U W 0 v e J d = cc FW d Z � 04 IL WL 0 Moll IIN. I10. !� Z III. Z W Z � Z � S W J Z E Z IL DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: NTS JOB #: 89201 SHEET #: 12 Of° 18 SHEETS END ROAD WORK v ROAD SPEEDING FINES • DOUBLED VVORK WHEN WORKERS AHEAD PRESENT DISTANCE BETWEEN SIGNS Speed pacing (ft.) A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 * 500'beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. SYMBOLS ® Work Area Sign With /8" x /8" (Min. ) Orange Flog And Type 8 Light ■ Channelizing Device ( See index No. 600 ) [� Work Zone Sign b Lane Identification + Direction of Traffic g / oper Length = 3 L Work Ares See Table 1T Device Spacing -Taper Device Spacing - See Table I See Tabl Table I Device Spacing Speed (mph) Max. Dlstanoe Between Devloes (ft. ) Cones or Tubular Markers Type !or Type 11 Barrloodes or Vertlool Panels or Drums Taper I Tangent Taper I Tangent 25 25 50 25 50 30 to 45 25 50 30 50 50 to 70 25 50 50 Inn A 1 41 2' Min. => END ROAD WORK 500' LM Table 1I Taper Length - Shoulder Speed (mph) 3L (ft) Notes 8' Shldr. l0' Shldr. !2' Shldr. 25 28 35 42 L_ WSE 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 150 180 L = WS 50 133 167 200 55 147 183 220 60 160 200 240 65 173 217 1 260 70 /87 233 1 280 8' minimum shoulder width 3L= Length of shoulder taper in feet W- Width of total shoulder in feet GENERAL NOTES DURATION NOTES Posted peedelimitd an( mph)unawidth) S = (combine I. When four or more work vehicles enter the through traffic I. Signs and channelizing devices may be omitted if all of the lanes in a one hour period or less ( excluding establishing following conditions are met: and terminating the work area), the advanced FLAGGER sign a) Work operations are 60 minutes or less. shall be substituted for the WORKERS sign. For location of b) Vehicles in the work area have high -intensity, rotating, flaggers and FLAGGER signs, see Index No. 603. flashing, oscillating, or strobe lights operating. 2. WORKERS sign to be removed or fully covered when no work Is being performed. 3. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side where the CONDITIONS shoulder work is being performed. WHERE ANY VEHICLE, EQUIPMENT, 4. When a side road intersects the highway within the TTC WORKERS OR THEIR ACTIVITIES zone, additional TTC devices shall be placed In accordance with other applicable TCZ Indexes. ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 5. For general TCZ requirements and additional information, 2' TO THE EDGE OF TRAVEL WAY. refer to Index No. 600. t END ROAD WORK D D D D D A I B DISTANCE BETWEEN SIGNS Speed (mph) Spacing (ft.) __A_T_`BF C D 40 or less 200 200 200 100 45 350 350 350 175 50 500 500 500 250 55 or greater 2640 1640 1000 500 WD ROAD SPEEDING FINES WORK DOUBLED AHEMWHEN WORKERS AHEAD PRESENT �* Buffer Space 250' C See Table 50' t- 41 [a 41 N ■■ // // 1 r Are NI D Device Spocinq-Tangent 500' END See Table I Device Spacing -Taper See Table I TABLE I DEVICE SPACING Speed (mph) Max. Distance Between Devices (ft.) Cones or Tubular Markers Type I or Type II Barricades or Vertical Panels or Drums Tapefi Tangent Taper Tangent 25 to 45 20 50 20 50 50 to 70 20 50 20 100 :4_fir. oMM M x The ROAD WORK 1 MILE sign may be used as an alternate to the ROAD WORK AHEAD sign. *9 500'beyond the ROAD WORK AHEAD GENERAL NOTES sign or midway between signs whichever is less. 1. Work operations shallbe confined to one traffic 5. The two channelizing devices directly in front of the lane, leaving the opposite lane open to traffic. work area and the one channelizing device directly * X * BE PREPARED TO STOP sin ma be I. th d f th k a b 'tt d ro vided BUFFER SPACE Speed (mph) Dist. (ft.) 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 g y omitted for speeds of 45 MPH or less. 2. Additional one-way controlmay be effected by the a e en o e war area m y e om; e p vehicles in the work area have high -intensity rotating, following means flashing, oscillating, or strobe lights operating. When Buffer Space cannot SYMBOLS CI) Flag -carrying vehicle; (2) Official vehicle; be attained due to geometric ® Work Area (3) Pilot vehicles: (4) Traffic signals. 6. For general TCZ requirements and additional information, constraints, the greatest refer to Index No. 600. attainable length shallbe Sign With 18" x 18" (Min.) When flaggers are the sole means of one-way control, the flaggers shallbe in sight of each other used, but not less than 200 ft. Orange Flag And Type B Light or in direct communication at all times. DURATION NOTES Type I, Type II Or Type III Barricade J. The ONE -LANE ROAD signs are to be fully covered and the FLAGGER signs either removed or fully 1. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may 9 y Or Vertical Panel Or Drum covered when no work is being performed and the be omitted if all of the following conditions are met: a) Work operations are 60 minutes or less. ■ Channelizin Device (See Index No. 600) 9 highway is open to two-way traffic. b) Speed limit is 45 mph or less. CONDITIONS []� Work Zone Sign 4. When a side road intersects the highway within the c) No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space. WHERE ANY VEHICLE, EQUIPMENT, TTC zone, additional TTC devices shallbe placed in d) Vehicles in the work area have high -intensity, rotating, WORKERS OR THEIR ACTIVITIES accordance with other applicable TCZ Indexes. flashing, oscillating, or strobe lights operating. ENCROACH THE AREA BETWEEN II-• Flogger e) Volume and complexity of the roadway has been considered. THE CENTERLINE AND A LINE 2' Automated Flogger Assistance Devices OUTSIDE THE EDGE OF TRAVEL WAY. (AFAD), With Gate Lane Identification + Direction of Traffic PAVMM Led sheet No. 07/01/07 1 of 2 TWO-LANE TWO-WAY, WORK WITHIN THE TRAVEL WAY I 6O3 e C II STOP OR SLOW Channelizing Devices Optional On BE ONELANE ROAD If Used, See Table I- Device Spacing -Tangent 131111cm *� BARED ROAD ARK ON ON TO870P ADD AHEgp STOP SLOB END 100, 50, 50, Buffer Space 250' C B A ROAD WORK See Table T T a a ' b Work Area D A VVORK AHEAD fPEt68%j?E6INES HEN WORKERS PRESENT E 7 D _T D B C END Device Spacing -Tangent 500' ROAD woRK E: See Table I PREPARED TOSW Device Spacing -Taper • • See Table I STOP DR SLOW NN corwtrWN ON ON SLOB STOP STOP/SLOW AFAD METHOD 1- 2 AFAD's Channelizing Devices Optional On � If Used, See Table 1- Device Spacing -Tangent END 100, 50' S0' Buffer Space 250' C B ROAD WORK See Table a ■ Work Area E D D D A D D B C N � D Device Spacing—Tongent 500, END ROAD WORK 20' Min. 50, Max. See Table I ROAD OtEtAtE IE HFAD �� Device Spacing -Taper AHEM SPEEDING FINES DOUBLED STOP H� pl See Table I Notice: The Florida Department of Transportation has WHEN WORKERS PRESENT RED received approval from FHWA to experiment with the Red/Yellow AFAD use of the automated flogger assistance devices (AFAD). 0 AFAD's shall only be used when called for in the plans that include the appropriate pay item and developmental RED/YELLOW AFAD specification or approved by the State Roadway Design t DISTANCE BETWEEN SIGNS Speed (mph) Spacing (ft.) A B C D 40 or less 200 200 200 100 45 350 350 350 175 50 500 500 500 250 55 or greater 2640 164E 1000 500 * (See Sheet 1 Notes) * (See Sheet 1 Notes) METHOD 2— 1AFAD AND A FLAGGER AUTOMATED FLAGGER ASSISTANCE DEVICES (AFAD) 1. When used at nightime, the AFAD flagging station shallbe illunimated. 2. When the AFAD is not in use, it shallbe moved outside the clear zone or be shielded by a barrier or crash cushion and the signs associated with the AFAD shallbe removed or covered. J. Duration Notes shown on sheet 1 of 2 do not apply when AFAD are used. 1 LO LO LO c Ui a Za w _j u"i U. o o 5 c w vP Q4 Uz o 00 00 Z ff W 04 o0 V a. n 0 0 I�Z WarU Z 1Z>00 C Z W z�oN°'¢ I W CL o �� o Z n c Z g cc C) N U_ ,in0 laz W Z "� Z 0 W _ w ALI 5 U r W v e INC J Z o. cc e� , NW 4C ILZ � n OC IL IL W F Z J IL Z Z J m W IU M e� Z F6 `m C 0 Q i DRAWN: BV CHECKED: DLE DATE: May, 2012 SCALE: NTS JOB #: 89201 SHEET #: OF' 18 SHEETS i TPFNI(`P IAIIIITH \/APIPC i W/ SIZE OF PIPE CROWN TRENCH IN GROWN TRENCH IN �- UNIMPROVED AREAS UNIMPROVED AREAS TRENCH WIDTH VARIES 3" MIN.) (3" MIN.) ((SEE TYPE B W/ SIZE OF PIPE FINISHED GRADE SEE NOTE 8) BEDDING AND TRENCHING .�` DETAIL FOR OTHER \-�- RESTORATION.) FINISHED GRADE ME x X m o :SEE NOTE 4 //.//\ wm /%/.� SEE NOTE 4 �/ //� LLJ cry ,�z, cwn COMMON FILL j\\ PIPE O.D.* /� COMMON FILL / PIPE O.D.- \\ \\/`/�/�i N MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 4" 6" 8" 10" 12" 90°I BEND i' 20 29 37 44 51 450 BEND 8 12 15 18 21 22-1/20 BEND 1 4 6 7 9 10 11-1/40 BEND 2 3 4 5 6 PLUG OR BRANC OF TEE 42 59 77 93 108 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 2-4" 900 BEND 14 450 BEND 6 22-1/20 BEND 3 11-1 /40 BEND 1 1 PLUG OR BRANCH OF TEE 30 12" (TYP.) %\\ /\\ z 12" (TYP.) NOTES: NOTES: SELECT o w �/ SELECT2-1 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE COMMON o o -�;\// ��\/ COMMON o INDICATED. INDICATED. FILL m z SELECT COMMON /�,ILL 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO UNDISTURBED / \ � � FILL -��/ 0o°Oo` o o� �/� Lj w OR GREATER THAN SHOWN IN THE TABLE. OR GREATER THAN SHOWN IN THE TABLE. SEE NOTE 3 / n �- BEDDING ROCK o o°o o� o 00 0 �/ \ \\ >/ o 0 0 opopop /�/� 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING o00000000 PIPE BEDDING �/� �o�o�o�o o�o�o�o� // WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. (SEE NOTE 8 & 9) UNDISTURBED EARTH 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS NOTES: OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE NOTES: RESTRAINED UNLESS OTHERWISE INDICATED. RESTRAINED UNLESS OTHERWISE INDICATED. MAXIMUM DENSITY AS PER AASHTO T-180. 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN MAXIMUM DENSITY AS PER AASHTO T-180. BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED REQUIRED AS DIRECTED BY THE CITY. BY THE CITY. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. 4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. WORKING PRESSURE: 150 P.S.I.* WORKING PRESSURE: ____100 P.S.I.* FOR PIPE DIAMETER FOR PIPE DIAMETER 24" AND LARGER. 24" AND LARGER. SOIL DESIGNATION: SAND SILT * SOIL DESIGNATION: ___ SAND SILT ------ 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. LAYING CONDITIONS: 3* LAYING CONDITIONS: 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. DIRECTION OF THE FLOW. 6. FOR HDPE, PVC OR PIPE ENCASED IN POLYETHYLENE, 6. FOR HDPE, PVC OR PIPE ENCASED IN POLYETHYLENE, 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING INCREASE THE GIVEN VALUE BY A FACTOR INCREASE THE GIVEN VALUE BY A FACTOR IN EXCAVATIONS. IN EXCAVATIONS. OF 1.5. OF 1.5. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE CITY. BEDDING DEPTH SHALL BE 4" RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH MINIMUM FOR PIPE DIAMETER LESS THAN TO BE COMPLETED BY THE ENGINEER. TO BE COMPLETED BY THE ENGINEER. REQUIREMENT OF RIGHT-OF-WAY 15", AND 6" MINIMUM FOR PIPE UTILIZATION REGULATIONS AND CITY OF OCOEE UTILITIES DEPARTMENT DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. 9. DEPTH FOR REMOVAL OF UNSUITABLE TYPE B BEDDING MATERIAL SHALL GOVERN DEPTH OF TYPE A BEDDING D D I N G BEDDING ROCK BELOW THE PIPE. RESTRAINED PIPE TABLE. A RESTRAINED PIPE TABLE. AND TRENCHING DETAIL CITY SHALL DETERMINE IN THE AND TRENCHING DETAIL (WATER AND RECLAIMED) (FORCE MAIN) FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH DATE: DWG BBEDD FIG. 100 SUITABLE FOUNDATION. DATE: JAN. 1990 DWG` ABEDD FIG 101 DATE AUG. 1990 DWG PIPETAB FIG 104 DATE AUG. 1990 DWG PIPETAB FIG 104 24 x 24" x 6" TROWEL -FINISHED TEE THICK CONC. PAD CONCRETE BENCHING PRECAST TYP. EACH VALVE BOX. MANHOLE 3" DIA. BRONZE DISC #10 THHN TRACING WIRE EARLY WARNING TAPE l CONCRETE BASE SEE MANHOLE WALL INFLUENT SEWER ANCHORED IN CONC. PAD #4 BARS ALL 3" DIA. BRONZE FINISHED GRADE oo O DETAILSTION (SEE NOTE 3) TAMP AS R Q D AROUND DISC ANCHORED IN F ��� SEE NOTE 1� CONC. PAD STAMP/�\�/\��/\ ��! oONCRETE ENCASEMENT 6 ICAL PIPE SIZE OF VALVE AS REQ'D. TYPE OF VALVE 1 " MAX. (SEE NOTE 1) SERVICE W j AS REQUOIREDCTION 900 BEND DIRECTION 8c N0. L-so �\ \ 2„ OF TURNS TO . 47�.:.. .:.: . .: ... > .: :'.� N:.�, j �� � � � . j MAIN WATER � . � � � . � � MANHOLE FRAME &COVER OPEN OR FORCE MAIN (SEE STANDARD DETAIL) :.. WATER \\ �� VALVE BOX > \ \ \ \ \ \ PAVEDSET OAREASF& AT IN /\/\/\/\/\/� FRAMES BEDDED IN MORTAR PRECAST AND COVER �v ELEVATIIONS SHOWN IN STANDARD DROP DETAIL MANHOLE TYP.\\//\\//\\ j //\\//\\//\\//\\//\\//\\� UNPAVED AREAS. T; (TYP.) 2 COURSES OF BRICK(MIN.)WALL 2500 P.S.I. 2 1 " MAX. #10 THHN TRACING WIRE 1'_6" MIN.L w KX 4 COURSES(MAX.)TRANSITE COLLAR ENCASED CONCRETE MIN. ANCHORS 3 0 MAX. 5" 2'-0" IN NON SHRINK GROUT 2„ > INSIDE WALL OUTSIDE WALL FLUSH WITH MANHOLE WALL PVC OR DIP PRE -PRIMED (SEE NOTE 2) MIN. 0 EPDXY COAL TAR COATINGS cn 0 JOINT SURFACES INT UNIMPROVED CONDITION PRE -PRIMED PER SPECIFICATIONS 4'-0" 5" MIN. PRE -MOLDED TOP FLUSH WITH JOINT SURFACES PLASTIC � ETIVE / / / / / / / / / / / / / / /\ SEALER WITH < . FINISHED GRADE %i\\%i\\%i�\%i�\%i�\\/i�\\/\\/i\\\/i�\\/�\\/i�\\/i�\\/�\%i\\\/�� " " D o W WRAPPER TO PRECAST BENCHING PER SPECIFICATIONS 9 ASPHALT SURFACE 1 > E REMOVED) MANHOLE REINFORCEMENT AND JOINT MIN COMPLETED SQUEEZE -OUT WALL SPECIAL DETAIL FOR 24 DIAMETER DETAIL TO BE DESIGNED BY JOINT wrrH PIPE AND LARGER MIN. SQUEEZE -OUT .. .. . 12 12"8„ THE ENGINEER AND �' CIP1PYROVED BY THESTAINLESS STEEL PVC OR BAND DIP - BASE NOTES: 12' 12„ 1. ALL PIPE SHALL REQUIRE #10 THHN SOLID COPPER TRACING CRUSHED STONE OR APPROVED 2°° MIN. STAINLESS STEEL WIRE CAPABLE OF DETECTION BY A CABLE LOCATOR EQUAL BY CITY ENGINEER PIPE CLAMP 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. FILTER FABRIC TO FULLY RESILIENT 4" x 4" x 18" LONGN. ENVELOPE CRUSHED STONE BED CONNECTOR MH PRECAST POST LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX VALVE BOX )»DIAMETER 3. AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN SUCH A CAST -IN -PLACE PRECAST MONOLITHIC STANDARD PRECAST MANH0LE 3 AND COVER MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. CONCRETE BASE BASE (TYP.) BRONZE DISC SET IN USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE NOTES: PIPE CONNECTION GROUT AS SHOWN 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24", SEE SECTION 20.4.3 OF THE IMPROVED CO N DTITI O N ABOVE. TOP OF THE PIPE. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". NOTES: NOTES: 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND WIRE AT DIRECTION OF CITY. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE THE INFLUENT SEWER. CONNECTION DETAILS. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 2. VALVE COLLAR DIMENSIONS MAY BE 3. AN OUTSIDE DROP CONNECTION SHALL REDUCED TO 18" x 18" x 6" WHEN CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC LINES WHICH HAVE AN INVERT 2' OR IS NOT REQUIRED. PIPE MORE ABOVE THE MANHOLE INVERT.' LOCATING WIRE PRECAST CONCRETE MANHOLE MANHOLE CONNECTION DETAILS VALVE COLLAR DETAIL DETAIL PLAN AND SECTION DATE: DWG: VALCOL FIG, 107 DATE: MAY 2009 DWG` PLWD FIGi 108 DATE: AUG. 2011 DWG` MHPS FIG 200 DATE, DWGl MHCON FIG, 201 m m 40 = w w O U O L,_ O Icc U z w O U pN N 00 Lo ® W cv oa *� N � J a Q 0 0 W U s • W Uz o 40 00 Z W 0co z E o I�c�az w°C5 Z W Q v- (j z Iz Z'a�a�°'Q N W Z � LLL 4c 0 (n o Z �cc o° a I� C� Z wo" o z W 13 3C-) Z fH J z O W LiU ALJRS U r • w �i oc INC to = Z IL t ro. FW S o W IL 1 O �d =O 4 J III. Z Q 2 J � t W m � J Z W J DRAWN: BG1 CHECKED: DLE DATE: May, 2012 SCALE: NTS JOB #: 89201 SHEET #: OF 18 SHEETS VARIES VARIES (2)-NON-PENETRATING �ti� F ° w SET TOP OF VALVE BOX PICKHOLES. o 0 0 0 o u o SET TOP OF VALVE BOX LOT LINE WYE WITH z TO FINISHED GRADE 0 0 0 o n TO FINISHED GRADE Ljcll� 6 BRANCH SEWSIZEEVAR EIS CLEAN -OUT CONCRETE COLLAR o SEWER o w W 6" 450 u o 0 o u o 6 REINFORCED CONCRETE o BEND (�P) FINISHED GRADE IN UNPAVED �REAS C❑LLAR IN UNPAVED AREA zWYE WITH SEE NOTE 1 � SEE DETAILS FINISHED GRADE 6 BRANCH ��,,,, USF 227 RING AND COVER _ ::; ... / ./ COVERI TYPE RATIIINNG /.�� r�/jam ^/�//.�/�� CLEAN _ pEMOVABLE �^ �� O 6 45 WYE WITH /-- /�� / MF-Kin // F RRaniru DN DUTY zoo 4zo DCIVU LOT 25 3/4 2 ADJUSTABLE CAST IRON =1 LINE SEE NOTE 2 ADJUSTABLE -CAST IRON DOUBLE VALVE BOX F SEE NOTE 1 I VALVE BOX WYE ADJUSTMENT RING ----_. BOX SHALL REST ON PLAN BOX SHALL REST ON M.J. PLUG VALVE BEDDING ROCK NOT RESILIENT SEAT BEDDING ROCK NOT 32,ON VALVE OR PIPE - - WASTEWATER AND SHALL BE FINISHED GRADE CENTERED ON M. J. GATE VALVE ANDON SHALL OR PIPE /2 ��r� ,�/T.r , / FORCE MAIN OPERATING NUT SLOPE ERM NA 0 WATER CENTERED ON 24 35 1/2 0.0 * 0•0 �---- 24 0 00 00 00 00:. MAIN OPERATING NUT DEPTH AT D . 0 ° o °D ° ry O 0•p ° 1.0% MIN. o0 0o0 0 0 ,0o -,� 000.000.0.6 O p o° p p. B 7 O'O.O *O.p*O.p (TYP.) 0°0° 0°0 ° o° O•p�O. O�O.p,O•p -�--„ °o°o • 0°0•0 O' 0• o' O• 0' O. p *0- ° 0• o° O• o° O. F�27---{ �oO.00O.poO•p .po o *0 p • o op oo op oo op ,�o0, ° o O °0.00 °O o o °D o °O • D L CAsr ON TOP 9AB _ . o* ,poo,po ROTATE- --SPRING LINE ° ° 0-000°000 D�a°D° ' o 0° o. o °pep °pep ° D ° ° 0 O "r °N STRUCTURE =0. 0 �0 . ° =0 °'p. O'0.0'0.0'0. 00. TERMINAL DEPTH 30° (TYP.) °D . o °D . 0 °D . 0 °o . p ° . 0 °o . 0 °o , 0 7 oD-000i �0 o°°O G°o0 o°, 000.00°.00°0000.0000 �oO°O.o°OO°Oep°Op°D• °Dep°O.p°p°p°pe AS REQUIRED FOR (SEE NOTE 3) SEWER MAIN °° °0 . D °D . 0 °D . D ° °O . o °D . D °0.0 ° o •0 0•p 0.00•p 0.0 0.p 0.p „ „ HOUSE SERVICE (3' MIN.)(TYP.) 6" BEDDING ROCK SINGLE DOUBLE 6" BEDDING ROCK LATERAL LATERAL PROFILE VARIES ' SOLD RED BRICK NOTES: CAST ON TOP CtAB NOTES: 1. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER JJ3E SET ONE UCTURF 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. IN ACCORDANCE WITH STANDARD PLUMBING CODE. NOTES: THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. 25' MAXIMUM. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. BELOW SPRING LINE. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT STANDARD MANHOLE AND DN COVER EVISEDi AUG,,1995 PLUG VALVE AND BOX DETAIL SERVICE LATERAL DETAIL GATE VALVE AND BOX DE TAIL L USF 227 8c 1295 RING & DN COVER DATE DEC. 2010 DWG RpH FIG: 202 DATE JAN. 1990 DWG PVBOX FIG+ 203 DATEt DWG+ FIG AUG. 1990 WWLAT 204 DATE MAY 2009 DWG GVBOX FIGi 400 I s. #10 THHN HYDRANT OPERATING NUT #10 TNHNTRACING WIRE CURB STOP RACING WIRE U-BRANCH HOSE NOZZLE DOUBLE METER BOX BLUE* (SEE NOTE 3) BLUE* FITTING 24" SQUARE OP AS REQ D. (18" x 24" MIN.) CORPORATION MARK WITH �1'3%4' ROUND AND 6 THICK PUMPER NOZZLE STOP i1" MIN. WOOD PAINTED CORPORATION REINFORCED CONCRETE ) BLUE & WITH STOP 1 " MIN. SHEAR PAD. SEE FACING STREET ) CURB STOP FINISHED GRADE z LOT NUMBERS 2-12 EA. NOTE 1 - VALVE COLLAR Q BACKFLOW PREVENTER 2 - 44 AT 9" z (SEE DETAIL) ��/�//�//�//�//�/ .: : �/i��/i\�/%/i\��\\% IN ACCORDANCE WITH O.C. ALL :..`````'`` w PLANS APPROVED BY AROUND ��i� 2 CAP ``i/� �-- THE CITY <c GATE VALVE *COIL EXCESS TEST COCK TYP. GATE VALVE 2 GATE VALVE \/� �\X POLYETHYLENE TRACING WIRE THREADED �/i �% / NIPPLE TYP. COMPACTED U, �ii� `/ice IN BOX POLYETHYLENE UNION BACKFILL Li VARIES M J HYDRANT ��i� \`i/�, TUBING (1 MIN.) TUBING (1" MIN.) ( ) (2 REQUIRED) SEE NOTE 2 A Q ANCHORING TEE \ �\//� DOUBLE METER BOX 9 MIN. 90 BEND - � 2" 900 BEN i/� SINGLE METER BOX �� „ A �// \``� AND WATER METER z x (2 REQUIRED / °D.D°D.p°0.p°D. <i, AND WATER METER TYP. ) .,��`, °.. °D ° °.. ° °�._ �� �� (BY CITY) (BY CITY) Mi 0 °° °° °° °° °° o. p o• o° o. p° o• o o• o o• o O• o ° CV - °° \� 1 0 oo .0 °0 .0 °0 0o SINGLE SERVICE DOUBLE SERVICE FINAL GRADE `� O u D O D ° O O - O •o O - D °0 0 . 0 \/\ 0 ° o • 0 co . O co . 0 co . D ° O . 0 ° o . 0 ° 0 . 0 ° o . 6 \/%\/i\/\/\ j\ \/\/\° \ j\/4-� .. �OD.�-OD. p°OD.-0 .0 �O°op �00° °D.OD Oe��°° \\`/�°ap°°o0°°'p°°°0°°°0°°°0°°°p°°°p°° V CORPORATION STOP . \ \\j\ \ j j��\�i�\`i��`i��i�\`i�\i�\`i��`i��%�`i��`i��`i��`i��`i�\ice\��\i ° ° ° ° ° ° D 0.0 0 ° D °0.0 °0 ° D °0.0 °o . o °o e p °o 0.0 8C FITTING;�j,\;\\ �I „ ,� °°o °0°o °0•o°0,o.0°0.0.0.0,00 o°o'o 1� WIDE x 6 i D D D co D ° ° ° D ° ° D ° ° ° D .0 • D ° • D NORMALLY OPEN C8" "GRADELOK" 6" BEDDING ROCK AWWA TYPE ( ) ETE SLAB OR EQUAL 2" CC THREADS TO METER BOX FROM WITH #4 BAR ALL TO RESILIENT SEAT GATE MAIN ND (2 REQ D.) SERVICE #10 THHN ASSEMBLY STANDARD INSTALLATION_ VALVE AND BOX 2" 90° BEND (SEE DETAIL) RESTRAINED JOINT BLUE* TUBING WIRE TUB NGHYLENE DUCTILE IRON 6 BEDDING ROCK WATER MAIN I 30 - 45 DEG. NOTES: 1.THE DEVELOPER MAY DOUBLE STRAP * POTABLE WATER COLOR SHALL BE NOTES: INSTALL THE SHEAR PAD S.S. SADLE BLUE AND RECLAIMED WATER 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE RECESSED UP TO 4 NOTES: WATER MAIN SHALL BE MARKED WITH PURPLE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. BELOW FINISHED GRADE AND SOD THE RECESSED 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. SECTION. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 2.CLEARANCE BETWEEN TAPPED CAP BOTTOM OF BOLTS AND 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH TOP OF SHEAR PAD SHALL BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND SHALL BE 6" MINIMUM. NOTES: TIED TO A 2" x 4" x 4" STAKE WITH THE TOP PAINTED BLUE(POTABLE) OR PURPLE(REUSE) AND MARKED WITH THE NUMBER OF THE LOTS 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL ( ) TO BE SERVED. OR BRASS WITH THREADED (NPT) JOINTS. 4. SAWCUT "W" IN CURB FOR LOCATION OF POTABLE WATER SERVICE. 5. CONTRACTOR IS TO USE A HOLE SAW AND REMOVE COUPON WHEN SADDLE IS USED. CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT 6. DIRECT TAP OR SADDLE MAY BE USED CITY OF OCOEE UTILITIES DEPARTMENT ON D.I.P. CITY OF OCOEE UTILITIES DEPARTMENT 7. SERVICES SHALL BE DIRECTIONAL FIRE HYDRANT ASSEMBLY DETAIL BLOWOFF VALVE DETAIL DRILLED OR PULLED. NO OPEN CUT WATER SERVICE CONNECTION DETAILS REDUCED PRESSURE SERVICES. BACKFLOW PREVENTER DATE+ FEB.6,95 DWG+ HYDRANT I FIG: 402 DATE AUG. 1990 DWG BOVD FIG. 403 DATE MAY 2009 DWG' SERVCONN FIG; 405 DATE DWGl FIGi AUG. 1990 BPSS 501 co Lo x ) C Li a Q W CC) LLP C3 C3 0 w s Uz ZW� o DO LLI♦R CD o �n a z U � O Z /■� W Ci c� r' .- Z O z��N�N a .J a0 cA 2 O 1 Z a nic 0C �° o a /' jzW zz z cc z W 0 � w E. W J a� < MA 7C IL bg c �.lic CC W Y. IL F' 0 O H i' o� ia. is J ai Q ' W al 1 9.1 111111111 mi Will IA DRAWN: BG CHECKED: DLE DATE: Ma 2012 SCALE: NTS 89201 SHEET #: OF 18 SHEETS WADIUC RIGHT OF WAY LINE — BYPASS METER -- GATE VALVE (2 REQUIRED) 0 0 i FIRE LINE MASTER METER INSTALLED BY CONTRACTC 1/2 1' PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB — 6" CONCRETE SLAB WITH NO. 6 x 6, W10 x W10- LLJ o —FROM MAIN THRUST COLLAR IN ACCORDANCE WITH STANDARD DRAWING AND PLANS APPROVED BY THE CITY (2 REQUIRED) vi lllL vvllinr,vivn NOTES: . THE CONTRACTOR SHALL CONTACT THE INSPECTOR FOR EXACT ASSEMBLY LENGTH AND HEIGHT ABOVE THE SLAB REQUIRED FOR THE FIRE LINE MASTER METER TO BE INSTALLED BY THE CONTRACTOR. ALL OTHER PIPE, FITTINGS AND APPURTENANCES SHALL BE INSTALLED BY THE CONTRACTOR. . ALL ABOVE GROUND PIPE SHALL BE FLANGED DUCTILE IRON. . FIRE LINE MASTER METER TO BE APPROVED BY THE CITY PRIOR TO PURCHASE OR INSTALLATION. PRESSURE GAUGE AND COCK (TYP.) EXISTING WATER LINE CHAIN & LOCK 12' TO 30' ABOVE GRADE 12" SPOOL PIECE DOUBLE CHECK VALVE BACKFLOW PREVENTER INSTALLED BY THE CONTRACTOR — O.S. & Y. VALVES (4 REQUIRED) _ 900 FLANGED BEND FEBCO 825Y BACKFLOW PREVENTER OR APPROVED EQUAL. 2" WATER METER PROVIDE TEMPORARY SUPPORTS AS REQ'D SCH. 40 GAL. PIPE AND FITTINGS n NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) & OTHER PERTINENT AGENCIES HAS BEEN RECEIVED BY THE CITY OF OCOEE. THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO TH EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANC WITH AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION II OF AWWA C651-92. 3. FLUSHING OF THE 10" DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER CONTROLLED CONDITIONS. FINISHED GRADE RESTRAINED JOINT (2 REQUIRED) TO SERVICE --- 90° MJ BEND (2 REQUIRED) 2' CORP. STOP (TYR) DOUBLE STRAP SADDLE (TYP.) PROPOSED MAIN TIE IN VALVE MUST BE CLOSED AND REMAIN LOCKED, WATER SUPPLIER TO APPROVE L❑CKING MECHANISM. VALVE WILL BE OPERATED BY WATER SUPPLIER PERSONNEL ONLY WITH 24 HOUR ADVANCE N❑TICE, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. • FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. E * ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE E OPEN PRIOR TO OPENING THE TIE-IN VALVE. * PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35PSI. * TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY. ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS GREATER THAN 1OPSI. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. TEMPORARY JUMPER CONNECTION DETAIL N.T & "A" FIRE HYDRANT CLEARANCE DETAIL N.T.S. N OTE: A MINIMUM OF 7.5FEET OF CLEARANCE TO THE FRONT AND SIDES SHALL BE PROVIDED FOR HYDRANTS AND FDC'S AND 4 FEET TO THE BACK. D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE PERFORMED BY A QUALIFIED BACK FLOW PREVENTION TECHNICIAN AS APPROVED BY THE CITY OF OCOEE CROSS -CONNECTION CONTROL PROGRAM. 5. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8" IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC.. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DITCH WIDTH + 4' SURFACE REPLACEMENT JOINT SURFACE JOINT SURFACE SURFACE REPLACEMENT BASE DITCH WIDTH + 2' SURFACE REPLACEMENT / SEE LOCATION 1'-0" CRITERIA STAGE 2 STAGE 2 SURFACE REPLACEMENT BASE STAGE 1 f STAGE 1 12'J 12" REPLACEMENT OF FLEXIBLE 12" 12" VARIES PAVEMENT FOR PERMITTED VARIES PAVEMENT CUT GENERAL NOTES; DENSITY PROCEDURES: BASE AND BACK FILL MATERIALS SHALL BE EITHER OF THE SAME TYPE AND THE BACK FILL FOR THE FIRST AND SECOND C❑MP❑SITI❑N AS THE MATERIALS REMOVED, STAGES SHALL BE PLACED IN 6" LAYERS OR OF EQUAL OR GREATER STRUCTURAL (COMPACTED THICKNESS) AND SHALL BE INTEGRITY, MATERIALS C❑NTAMINATED COMPACTED TO 98% OF MAXIMUM DENSITY AS WITH DELETERI❑US SUBSTANCES DURING DETERMINED BY AASHTO T-180. TEST REPORTS EXCAVATION SHALL NOT BE USED, SHALL BE FURNISHED TO THE CITY. REPLACED BASE MATERIAL OVER DITCH STAGE #1 SHALL BE A MINIMUM OF 12" THICK, THE PERMITTEE SHALL PROVIDE ADEQUATE BASE MATERIAL SHALL BE PLACED IN COMPACTED FILL BENEATH THE HAUNCHES OF TWO OR THREE LAYERS AND EACH THE PIPE, USING MECHANICAL TAMPS SUITABLE LAYER THOROUGHLY ROLLED OR TAMPED FOR THIS PURPOSE. THIS COMPACTION TO THE SPECIFIED DENSITY, APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY ASPHALT CONCRETE PAYMENT THICKNESS BEDDING REQUIRED. SHALL EQUAL EXISTING THICKNESS BUT STAGE #2 NOT LESS THAN TWO (2) INCHES, THE PERMITTEE SHALL OBTAIN A WELL -COMPACTED BED AND FILL ALONG THE CONTRACTOR TO SALVAGE AND REPLACE SIDES OF THE PIPE AND TO A POINT EXISTING BRICK, DAMAGED OR LOST BRICK INDICATING THE TOP OF SUB -GRADE MATERIAL. IS TO BE REPLACED WITH NEW BRICK, BRICK SUPPORT SHALL BE 1" 902-2 SILICA SAND PER FD❑T SPECIFICATIONS, GATE VALVE GATE VALVE EE NOTE 2 UNION THREADED (2 REQUIRED) NIPPLE (TYP.) S 90' BEND A\ (2 REQUIRED) SUPPORT (3" z AND LARGER) (2 REQUIRED) 0 FINAL GRADE -I I I -I I I -I I I III-1 I I-1!18" I -III -I I I -I I I -I I I -I I I -I I I-1 I I -I I I I -III- III - I I I- -i WIDE BY 6" THICK PAD UNDER ENTIRE FROMEAIJ7 ASSEMBLY WITH #4 BAR TO .- MAIN 12" ON CENTER EACH WAY SERVICE NOTES: 1. ALL PIPE AND FITTINGS 2 AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL. 2. UNIONS WILL BE REQUIRED FOR 2" DIAMETER AND SMALLER ASSEMBLIES ONLY. DITCH WIDTH + 2' SURFACE REPLACEMENT / 12" MIN URB STAGE 2 CITY OF OCOEE ENGINEERING DETAILS STAGE 1 --BRICK SURFACE REPLACEMENT BASE I 1 " SILICA SAND 12911 1 -!- 12" VARIES SURFACE TREATED PAVEMENT J❑INT SHALL BE LAPPED AND FEATHERED. NEW SURFACE IS TO MATCH OR EXCEED EXISTING SURFACE MATERIAL, LIMEST❑NE S❑IL CEMENT ETC, BASES; 6" LAYERS COMPACTED THICKNESS DENSITY REQUIREMENTS; 98% UNDER ROADWAY 98% ❑UTSIDE THE TRAVELED ROADWAY, SUCH AS INTERSECTI❑NS, CR❑SS❑VERS,TURN❑UTS, ETC, 98% SHOULDER PAVEMENT METHOD AASHT❑ T-180 STANDARD DRAWINGS DATE: AUGUST 26, 2012 SEWER MANHOLE CONNECTION FIGURE A302 PRECAST MANHOLE WALL — . , TE,E. 6" MIN INFLUENT SEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN � ...� CONCRETE ENCASEMENT INLET CONNECTION AT INVERT ``x a MIN OF VERTICAL PIPE DROP PIPE ay (SEE NOTE 1) 2„ 900 BEND OUTSIDE DROP CONNECTION (NEW MANHOLE) 6 MIN 4 900 HOOK AT 8" O.C.E.W. OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE $'" STAINLESS STEEL PIPE CLAMP MANHOLE V. WALL WALL ,1 PVC CAST IN -PLACE SEAL PVC :F RESILIENT CONNECTOR f NEW AND EXISTING MANHOLES NEW MANHOLES ONLY NOTES: STANDARD CONNECTION 1. GRAVITY SEWER DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. FORCE MAIN DROP PIPE AND FITTINGS SHALL BE 8" IN DIAMETER FOR PIPE 4 INCHES IN DIAMETER AND LESS. FOR ANY FORCE MAIN PIPE LARGER THAN 4 INCHES CITY APPROVAL IS REQUIRED TO DETERMINE SIZE OF DROP PIPE AND FITTING DIAMETER. 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. m m m � p o o o 0 0 0 � U w U w 0 U 0 U \� N W ~ � N � � N C o co w c.a n: c> W c® � LJ o L- ¢ a 0 0 W 5 V) co dz o 1OD to r- � E W Wo (♦1� a z 0 o Z U arU z � W — U) T-.- o 1 w a�Jo �� ox gC o0 a �> a lwZ vm w z N_ 4 0 Z z C W w U J S U t J z16 cc —� d Q ic W Zoc IL IlL H0 F Z i IL co Z 2 � J Q J INC Z II. DRAWN: BC CHECKED: DBE DATE: May, 2012 SCALE: NTS JOB #: 89201 SHEET #: 16 OF 18 SHEETS } m O z O ra JU �2 z w M �2 ~ LLI m 0 U U 0 U U w a- w w d w aa N c �p 2 c� c-e w [n w LU -j 0 0 0 w U S Uz o �o m 00 r- .. cr-N O 0 0 Ita z Z v z Iz LU 44 O'0_T- = Z I� Z���y°'Q I W (L J p /Z z � LL. S� 0a w a I� NZ W A Z > Q I Ed J F z z cc O U w U ■ 00 INC :1 14c CO Z Z IL -� s t IL zv LL �d lu _ �O z z s J d Z 0 0 j o � W � MI IL J J s z W DRAWN: BG CHECKED: DLE DATE: May, 2012 SCALE: 1" = 10' JOB #: 89201 SHEET #: 17 OF! 18 sNEEra SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of pumping domestic & commercial sewage. Complete system shall be supplied by.- RILEY & Company, Inc. Sanford, EL 32773 (Ph. 407-265-9963) NO SUBSTITUTIONS - NO ALTERNA ES PUMPS: The submersible pumps shall be manufactured by ITT Flygt Corporation. The pumps shall be installed in the H-20 LP FRP wetwell utilizing a dual slide rail system. Major pump components shall be grey cast iron, ASTM A-48, Class 35B. The pump motor shall be NEMA B design and housed in an air -filled watertight chamber. The stator windings shall be insulated with moisture resistant Class H insulation by use of the trickle impregnation method. The motor shall be heat -shrink fit into the stator housing. The use of bolts, pins, or other fastening devices is not acceptable. Thermal switches set to open at 125 degrees C shall be embedded in the stator end coils to monitor the temperature of each phase winding. The motor horsepower shall be adequate so that the pump is non -overloading throughout the entire pump performance curve from shut-off through run -out. The pump shall be provided with a dual mechanical seal. The lower seal shall consist of a stationary tungsten -carbide ring and a rotating ceramic ring. The upper seal shall consist of a stationary ceramic ring and a rotating carbon ring. DUPLEX CONTROL PANEL: To insure complete unit and warranty responsibility the electrical control panel must be manufactured and built by the pump supplier. The pump supplier must be a TUV (UL508A CERTIFIED) manufacturing facility, with a minuimum of 5 years history in the manufacturing of electrical control panels. The Enclosure shall be NEMA 4X, minimum 24" high x 24" wide x 6" deep fiberglass with pad lockable draw latches. The enclosure shall have external mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: 1- ea. Red Alarm Beacon (Light) 1- ea. Alarm Horn 1- ea. Generator Receptacle w/ weatherproof cover 1- ea. Alarm Silence Pushbutton The back panel shall be fabricated from .125, 5052-H32 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. The following components shall be mounted to back panel: 2- ea. Motor Contactors 1- ea. Volt Monitor (Single Phase) Phase Monitor (Three Phase) 1- ea. Control Transformer (480 Volt Only) 1- ea. Silence Relay 1- ea. Duplex Alternator 1- ea. Model RCBB5AH Battery Back -Up w/Smart Charger 20- ea. Terminals For Field Connections . 6- ea. Terminals For Motor Connections (Single Phase Only) 3- ea. Grounding Lugs The inner door shall be fabricated from .080, 5052-H32 marine alloy aluminum. The inner door shall have a continuous aluminum piano hinge. The following components shall be mounted through the inner door: 1- ea. Main Circuit Breaker 1- ea. Emergency Circuit Breaker 1- ea. Mechanical Interlock For Emergency And Main Breakers 2- ea. Short Circuit Protectors 1- ea. Control Circuit Breaker 2- ea. Seal Failure Indicator Lights 1- ea. Hand -Off -Auto Selector Switches 2- ea. Pump Run Pilot Lights 1- ea. Power On Pilot Light 2- ea. Elapse Time Meters (Non-Recetable) 1- ea. GFI Duplex Convenience Outlet PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY 42 GPM TOP OF WETWELL 127.00 PRIMARY TDH 46 'TDH INLET INVERT 116.25 PUMP MANUFACTURER FLYGT HIGH LEVEL ALARM (HLA) 115.75 PUMP MODEL # I M P3068.170 2nd PUMP ON (LAG) 115.25 R.P.M. 3315 1st PUMP ON LEAD 114.75 HORSEPOWER 2.7 PUMPS OFF (OFF) 114.25 ELECTRICAL/ VOLTS / PHASE 230V/3 BOTTOM OF WETWELL 112.00 PUMP DISCHARGE SIZE 1 211 1 WETWELL DIAMETER 4811 * ELECTRICIAN NOTES: 1. DRAWING NOT TO SCALE * 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT * 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT * 6. NEUTRAL TO BE SUPPLIED FOR 23OV-3 PHASE OR 23OV-SINGLE PHASE POWER. 12-04-12 RILEY & Company, Inc. (Hi 20 GP)(�) w/ BATTER Y BACK- UP FOR A UDIO AND VIS UAL ALARMS COMPONENT SPECIFICATIONS: All circuit breakers shall be molded thermal magnetic. The mechanical interlock shall prevent the normal and emergency main breakers being energized at the same time. .An emergency generator receptacle shall be supplied in accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions. NEUTRAL TO BE SUPPLIED FOR BOTH 230V 3PHASE OR 230V SINGLE PHASE POWER All motor short circuit 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 without opening inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Lightning Arrestor shall meet or exceed the requirements of ANSI/IEEE Std. C62.21-1984 section 8.6.1. and 8.7.3 shall be supplied by electrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. A voltage monitor shall be supplied for single phase service. A phase monitor shall be supplied for (3) phase service. A green pilot light shall be supplied for each motor. The pilot light shall illuminate each time the motor is called to run. Each pump shall have an Elapse Time Meter to record the accumulated run time. The ETM shall be 2" diameter, non-resettable, six digit, totally encapsulated unit. A Red pilot light shall be supplied for control power. The pilot light shall illuminate when the control power is available inside the control panel. Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The terminals shall be rated 25 amps minimum. Each motors over -temperature contact shall be connected to the terminal strip and shall open a contact to de -energize the appropriate motor upon a high temperature within the motor. A 15 Amp GFI duplex receptacle shall be supplied and mounted on the innerdoor. Ground lugs shall be supplied and appropriately sized for each motor and for service entrance. Nameplates for the inner door and back panel shall be of a graphic design, specifically depicting the intent for each device. MISCELLANEOUS: All wiring on the back panel shall be contained within the wiring duct. All wiring between the inner door and the back panel shall be contained with in a plastic spiral wrap. Each wire shall have a wire number at each end to correspond to the as built drawing for field troubleshooting. The control panel shall be assembled by a TUV (UL508A Certified) manufacturing facility. A FASTENERS & APPURTANCES: All fasteners, lifting cables, float cable bracket, hinges, and appurtenances shall be made of AISI 304SS. A 304SS slide/latch assembly shall be provided for holding the doors open on the wetwell and valve box. Slide rails shall be made of SCH.40 AISI 304SS pipe. Pump lifting cables shall be made of AISI 304 SS. Pump lifting bales shall be made of AISI 304 SS. The wetwell shall be manufactured of fiberalass reinforced Dolvester (FRP) of depth and diameter as shown on the lift station elevation detail. The wall thickness shall be adequate for the depth of the wetwell. EXECUTION: Installation shall be in strict accordance with the manufacturer's recommendations in the locations shown on the drawing. INSPECTION & TESTING: A factory representative shall be provide for a one (1) time start-up and shall have complete knowledge of the proper operation and maintenance of complete system. Megger the motors. The pump motors shall be megged out prior to the start-up to ensure that the insulation of the pump motor/cable is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. _ _ ": .. - - - - - - - .- -- -- T' '.PRODUCT= -.- �� ' E FORMANCSICURVE >MP3068 170 HTF [:1:,% DATE PROJECT CURVE NO ISSUE'.I :,1,� 2012-12-04 THE FOUNTAINS ATTIVOLI'PLAC;E; 63 21s oa (5120 7 . 1111-LOAD 3j4 II -LOAD 112-LOAD RATED : POWER 2 7 hp ;IMPELLER DIAMETER' I ..:. 27 mrri . POWER FACTOR 0.86 0.81 - 0.70 - STARTING 40 A EFFICIENCY i 77 5 % Mo % j 80.0 ° , TERDENT .t ;MOTOR #_: STATOR REV. MOTOR DATA: --_ -- - --- I � -- 1C CURRENT .;. !_5J : . A . � 13-08-2 BB' 06Yf/ ; ` 1 Q .. � COMMENTS INLET/OUTLET RATED SPEED . - 331 'rpm fREQ. PHASES VOLTAGE: II ' POLES - / 1 51nch . TOT MOM.OF ' 60 Hz 3 1 '2' V 2 IMP: THROUGHLET INERTIA,..0.0020 Kgrn2 No. OF _'` 1,-1' ,GEARTYPE , RATIO _ II :0.24 inch sLADEs . 10" _ '; [hp] . 8'. a 2.5 - - - - - - --- -- I . �.► I I .1l DUTY -POINT. FLOIM) ypm7 HEAO[ftj NPSHre[flj 42:0" 46.0 [ff - �- - - 1''I ii T ' .I:,1 1 so I .: 1 . ` . I I1-- 70. ' !. I��I,11-,: 1 1 EFF ., I . II :1�, d I 1` . 1 I:� 50 .. -_ _ . .... _._ _.. __ ; . _ _. L11 - -- - --_. -ly _. - ---- - - --;- - -- --- -=-- - - 1 - -1.:I:��!I�' -�`' i---I - - - --- - - --;' - --- I�: I --- .���-. i 30 -' - �- - - - - SiG 'GA1C11. ION - 30 (- 4 GP T H :,,�1I =T - - - - -- --- ---- - --- - - l 20. I 1' 20 1 , �1 m10 I - I� I 10 0 � , 0 I 0 10 20 30 40 . 50 60 70 "; [USgpm] a FLOW. I11:\_:-I��_ I.',:""� %. ..� �:�,.:' PerFormanoe with cleae water and ampiertt Temp 46°C i , I (OV:eI ti, :",�., .. I .': .� :� ],:: -: .�:. I-: I 'l: I l,11 �'�"["I �:. ': :�� S.S. HINGES N "A" VENT --/ \\ ( - C ALUMINUM COVER w/ (LOCKABLE) ACCESS HATCH r- FIBERGLASS WETWELL 2" DRAIN LINE PVC DISCHARGE FIBERGLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP -OUT F w/ BALL VALVE NOTE: PUMP CONTROL PANEL SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" ALUMINUM HATCH (LOCKABLE) RILEY & COMPANY 3" ACTIVATED CHARCOAL FILTER VENT -� 2- (2") FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS INTEGRAL LIFTING LUGS COMPOSIT WATER -TIGHT INLET SLEEVE w/SS NUTS & BOLTS 8" INLET . FIELD INSTALLED LIFT STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. im CONCRETE BASE SLAB AS PER F- SPECIFICATIONS w/ #4 REBAR 18" O.0 . 2" x 6" INTEGRAL FRP BOTTOM SUPPORTS SS CABLE BRACKET 304SS LIFTING CABLE FIBERGLASS VALVE BOX (32" x 30" x 24" DEEP) 18" 2" PVC DRAIN ("P-TRAP") ALUMINUM HATCH (LOCKABLE) J0 FIN GRADE - Ill - 48„ '-INTEGRAL FIBERGLASS SLOPE 2' MIN. LAG 2" BRONZE BALL VALVE 2" SCH.80 PVC 2" BRONZE CHECK VALVE LEAD SLIDE RAILS 3/4" 304SS PIPE OFF INTEGRAL FIBERGLASS SLOPE . 6.. CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT /.. 6� . FLOTATION 5.0 YD.3 MAKE MONOLITHIC POUR WITH BOTTOM SLAB BASIN ANTI -FLOTATION FLANGE . 11 °%Q . c ' ° a. °, q a 72" WETWELL BOTTOM BOLT & SUPPORT DETAIL PUMP DISCHARGE BASE -•-� 2" x 6" INTEGRAL ---I FRP "C" CHANNEL BOTTOM SUPPORTS MIN. 1/2" DIA. x 3" SS BOLTS WELDED TO A (2" x 12" x 1 /4" ) SS ANCHOR PLATE EMBEDDED IN FIBERGLASS SWITCH DISCONNECT CONTROL PANEL ELECTRIC METER OR PULL POWER FROM BUILDING 2" GALVANIZED CAPS (THREADED) GENERATOR RECEPTOR LIGHTNING ARRESTOR FIELD MOUNTED MODEL A3042 (O.A.E.) - - BY ELECTRICIAN GALVANIZED UNISTRUT 2-SEAL-OFFS (2") BY ELECTRICIAN 3/4" HOSE BIB __�_FLOAT SWITCHES (2" CONDUIT) \ 3/4"GALV. RISER PUMP POWER CABLES (2" CONDUITS) 00 SLEEVE REQUIRED f ' - 2" RIGID GALV. POSTS p.v TO WATER SUPPLY -' CONCRETE AROUND POSTS GROUND � 12" DIA. x 24" DEEP NOTE: ROD REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY w/ POWER CO.) LIFT STATION "FEBCO WATTS" (OAE) ELECTRICAL RISER FOR ILLUSTRATION PURPOSES ONLY RILEY & Company, Inc. 5491 Benchmark Lane Sanford, FL 32773 PH. 40-2 65-9963 rt_� 0 z 0 h WZ IC M M 0 U C) Of w CL > w X <_ W 4C 10I T N 0 "]'I 2 �� C" �-1 c> co P_L & L�0 r- U) U s ffi Z z 00 9. I �R W W a' IMCC71 V �� W 1Z �0'y W IQ W < >/ QE C J � v a) a Z w Iglu, NZ 3:a z J F rim I Z z W C ix 0 1 L - I J 5;U r Fa 9 0 OCs w Z IL 4C 1 = 96 Z0 L 0 4C U6IIIII d =O n 9 F� F b I- Z J IL Z Z a 2 a_ IC a 210 J p a 4C � Y~,I a a � mi IIIIIIIIIIII II. DRAWN: BCC CHECKED: DLE DATE: May, 2012 SCALE: NTS 89201 SHEET #: 18 OF 18 SHEETS m > h O h W in iD �J I� Il i.d Y N og I !2 a— rn Lo � T-im ]a: LA- a G V) w v S d Z o z 0° r- I1� (Z aWW E o Z 0 O U W�av Z 'W zi > z Z�Da°'N �W o� z�U o ,Zs� o>Q w V Z Q r V- � O wI W mirl to uj ILJ W �j Omi U S U cc Z W I a = v Z J ..1 �0. = lu 0. Do 0 DRAWN: TT CHECKED: TT DATE: FEBRUARY 2010 SCALE: 1" = 60' JOB #: 88101 SHEET #: MI S P m I OF 27 SHEETS VaV) Z z U p 0 U Ld z qj Q W Q > O rn W Ld U cc � z ^ O _' Q U m U h Q U I� I- O J •- W �?L` mo W O V) O z > � F- W �Mw¢ o a U U U � ui YLli O U m W Q c d Of U W U Li N d > w O w O w O w m m Q m m �- N F o 00 o � N 0 oLo CV M L0 w o: w Zd a rLLJ w ~ � S C F= cn w U 5- Li Uz001o00 Z W Wcl a o /1�ft Z v O Z W 'c V- U z ._ Z 1p z'a cc (T z F aaJ~ QW Z z � u O >a �. > �o ao O wz W ~ Z 'S Q za �U w J F rinW z 0 w U v bdCC S CIZ=4c loc 40 sc J INC IL if .0 j� 0' W F CkAI- o oc�z _IM W Z1. CI 0 �' A5 L IL O IL Z O IL CC © W c W � Z P 0 DRAWN: TT CHECKED: TT DATE: NOVEMBER, 2007 SCALE: 1" = 80' JOB #: 89101 SHEET #: lkfi U P OF 7_ SHEETS Number Raw Desc 1 30 oak 2 11 oak 3 11 oak 4 19 oak 5 13 oak 6 22 " oak 7 25 oak 8 12-14 " oak 9 10 oak 10 10 oak 11 24 oak 12 15 oak 13 8-15 " oak 15 19 oak 16 8 oak 17 17 oak 18 12 oak 19 19 oak 20 6-9-14 " oak 21 10-10-10 sik 22 14 oak 23 8 oak 24 9 sik 25 twin 14 " oak 26 12 oak 27 9 sik 28 19 oak 29 16 oak 30 11 oak 31 10 oak 32 24 oak 33 28 oak 34 16 oak 35 12 sik 36 17 oak 37 11 oak 38 8 oak 39 twin 12 " oak 40 32 " oak LEGEND Clean out Power pole Light pole OS Sanitary Manhole y% Fire Hydrant ) Drainage Structure Catch basin Stop sign - Standard sign w/post Monitor well THE N.W 114 OF THE N.E. 114 OF SEC. 30, TWN. 22 S., RNG. 28 E. FLORIDA'S TURNPIKE RIGHT-OF-WAY VARIES (PUBLIC) 4495.60 04'59'50" 392.10 It= 196.17 : 391.97 Brg. S.87'49'57"E. - - - - `x Z.Zb- -.. �I,"g� - .� - - 3 _X 122. _ _ _ _ _ _ 11B4CK OF CURB --_ -------------.- 21 �2p-----_ _-_._ - --.-- -123- -- -----------------=�1s_-its-�_- _- _- _ ----- -------- ---------- DITCH ---_. C- -- 21_�- -- FENCEZ'Oi2NER �Er------------- _- 1.3'AWO.7$ /i�1 fi �� - --- _�_--- �1 120 =�_---_--- - _ X 1 9.04. j 89'40'08"E. 33 93' / ucw- 'Wi�g- - - -o - -=�?4-�- - _ _ t2 2�4--- _ .�.� 12S. fCHAIN UNK FENCE / FENC-C7ry ti� 8' FLORIDA POWER CORPORATION EASEMENT 1.0 IY. TOP OF IR Tf1lG. ` 149 0 \ _ -' O.R. 2202, PAGE 551 / BILLBOARD / / / / EJ219266.00' 0.9' BILLBOARD •5' ON %lip/ X h / h '�O 0 WIRE FENCE 11 I I I \\ �� / ti1 / IIIII IIII \\ � / N / 0 tK 4O IIII I J1 is 16 I 1'2'� 09 x 123.77 �� "'�3.02 x 122.71 / ' X 123.20 x 123.71 / x 124.06 .pro x 124.63 x if 4.92 125.62 . 126.02 125.57 /' �6// IIIII IIII di V / I _ ry ll I iii I ( �� :v i II IIII 6 \ PROPOSED PARCEL "B' / o I I I ( III .� \ CONTAINS AINS 10.71 ACRES. f / f! x 125.03 x 125.26 x 125.40 125.59 I Xf 11. 9 :24.24� x 124.64 123.99 x 123.68 123.94 X[123.99 x 124.54 x 124.79 \ O 4 III IIII „ \ \\ ;°1 RETENTION POND ( \ / \ A III ' III N Z h N ZONED PUD-COMM a IIII IIII �33 6 � U' o� IIII IIII \ h ^k ,IIIII (IIII oLo� �� \ / \\...�041 �.-�, �'�....q� O N � tL wU' IT AW%Lrd1b NOT PLATTED (IIII IIIII o 0 O d wz \ SUBJECT PARCEL / 1 I I I I I I I I I( Z c X 124.72 ao 124.99 1 124.49 Q � x 124.34 X A\POR11ON OFX12A!-221-2. /4 OF x 23.99 x 124.21 0� x 124.29 x 124.54 X 124.82Q u70 0 124.04 NE. 1/4 6� �i I N OWNER: FOOT ( I I I I I I I I I ei� �{ CONTAMS 12.34 ACRES t \ 6ti ao 719 WOODLAND BLVD I 0. M a a 1 \ y ¢ 0°' M w DELAND .FL � I I I I I I I I I I � � � IIII I IIII I .o III I IIII / x 124.04�X\23.99 X 124.31 x 124.25 x 124.84 0) w 21 ZONED U III IIIII \ r�lx 124.11 x 124.7 / x 123.46 x 123.91 w III I >�111$•p 130t PLANTED PINE TREES (TYP) / \�^o 1 +Ld m \ III �I IIII \ Radius= 166.48 N 90'O 000 346.12' III IIIII �,,� Delta= 17'58'02" ��, Arc= 532.20 x 123.54 x s x 123.78 x 124.11 / / X 1 23.97 x 124.25 / �� �•� x 123.64 x 123. x 123 7 x 123.42 , \� _�'�-' FENCE CORNER 1.1' W. / X123.57 / FENCE CORNER X1 �f.119/1 5.6' N. LIMITED ACCESS RIGHT-OF-WAY LINE j j / ,0.4' W. L O C A T I O N M A P PER STATE ROAD 429, SECTION 600 SHEET 3 4• (NOT TO SCALE) 6' CHAINLINK FENCE Number Raw Desc 41 19 oak 42 23 oak 43 11 oak 44 15 oak 45 9-10-11 " oak 46 9-11 " oak 47 17 oak 48 13 oak 49 4-8 sik 50 10-sik 51 15 " oak 52 triple 9 sik 53 11 oak 54 11 oak 55 10-13-15 oak 56 15 " oak 57 10 oak 58 23 oak 59 8 oak 60 6-8 " oak 61 twin 8 " oak 62 21 oak 63 9 oak 64 8-12 " oak 65 21 oak 66 19 oak 67 twin 11 oak 68 11-13 oak 69 9 oak 70 18 oak 71 9 oak 72 11 oak 73 18 oak 74 11 oak 75 12 sik ~} Bell south manhole Telephone service box Electric box _..._........ ... ...... .... ...__. Fiber optic cable • SS -mn, Sanitary sewer - - Gas line �ry X �ry1x• �L� >K rya rya• X�ry L x �7& "F' CURB ti° X124. 6 oI' PC X 124• VAULT ryM. 3112 20 pry° •ry rya ._ _. ryx �a hry Ntia ^rye y X �ry ry� 'Fy CURB �..:., z... �ryh x hx •.0' h �ryh• yh' �`I` �ryN � ah h• h0 �• >K� ho x 01 h• �' >K^ h h• BRICK WALL P.O.C. PARCEL"A" FOUND 1/2" IR NO NUMBER SW. CORNER, NW. 1/4 30-22-28 SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP. 2. THE LAND DESCRIPTION AND EASEMENTS SHOWN HEREON ARE IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO ASSUMED N89'51'07"W ON SOUTH LINE NE 1/4 SECTION 30, TOWNSHIP 22 S., RANGE 28 E. 4. ALL DISTANCES/ANGLES ARE MEASURED UNLESS OTHERWISE SHOWN. 5. ELEVATIONS REFER TO NGVD 1929. 6. ONLY VISIBLE IMPROVEMENTS LOCATED. 7. THIS SURVEY WAS MADE WITH BENEFIT OF COMMITMENT FOR TITLE BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, ORDER NO. 3803268, CUSTOMER REFERENCE 124676, BEARING AN EFFECTIVE DATE OF FEBRUARY 19, 2012 AT 11:00 PM. 8. FLOOD ZONE X PER FEMA MAP # 12095CO220 F. Tangent- 26.32 Chord= 51.99 23 123. Oft �, aw m a / 0 >)i r>; +��\ ` y Chord Brg. N.81'29'33"W. Z \ \ CONCEPTUAL AREA OMYN ROAD) FROM s �' �' �' �► �' BOYD TO COF OCOEE PER RIGHT-OF-WAY AND PROPOSED PARCEL "A" \ \ DEVELOPMENT AGREEMENT O.R. 5732, PAGE 3468 x 123.45 CONTAINS 1.63 ACRES f (623.64 o o x 123.* i x logo x 123.91: \ i x 12*2 N.72'30'33"W. N.65'43'20"W. o W I °' 103.35" 143.29' o •� ____ - N.68'28'09"W.0 60' RIGHT-OF-WAY i I Z4' . -,. x12385! .- \ \ _X "-124-- 80.62 -7 D 8 Z /.� / (VACATED PER O.R. 9801, � 30' PUBLIC UTI TY EASEMENT PAGE 6875) / a O.R. 9801, PA 6875 '� BARBED WIRE FENCE X 124.2 OFF /NCI FOUND 4'X4' CM NO NUMBER 126.07 X 126.13 126.02 NOT PLATTED ZONED C-3 X 125.44 OWNER: DIPLOMAT DEVELOPMENT 249 BELLAG40 CIR SANFORD, FL X 125.11 X 124.45 T.B.M. Po OF IR IRT ROAD x124.41 X1 4.08 �S ����������� ��������� " , i 47 ON r _ ' �H 24. -- -- - - - : r. -1U, L - - _ _ - - - -. R /2' IR 5.45 09 X, - - 4,- P.O.B., PARc�C'7te124.s2 125.07 98 MARSHALL FARMS RD. Z� X 124 72 S8937 LB'W 366.18•--� 1 1317 17' - DIRT RO (UNIMPROVED 0040) NV \N89'31'26"E 5277.09' 80,8S - •�`Lk CURB INLET RIM=124.59 U S INV=119.20 - - x}2$v43- - x 124.30 1 �L� O 0$ o o1 N.89'3 ' 6" ory�� 1 k12� _ 125-" / X S. LINE OF THE N 1/2 �o SEC. 30-22-26 25 BARBED W/IRrIFEtE25.35 --' / A, 5212�. '°Fip xt25.3 'u/Yq� 2 0 `125- CORNER 0.6' N. t / 1 k, 46 VA' 6 % O'e00�q�r;A.� O�O 0.3' W. ya I Q 1IN 9 '1ry0. Q� , CURBINLET RIM=124.55 p . x 12558 �F� q(� 5• CURB INLET 0 h'q y F 28 12 t RIM=125.73 1 `O \ ry S INV=116.2 N INV=118.99 S INV=121.08 S6 Airy15. \� \ \ E INV=116.40 Q 125. 12�gI �Z�Q70 I-IGJ.VJ N INV=120.86 1Z6' W INV=117.89 Radius= 750.00 Delta= 08*06'26" Arc= 106.12 Tangent= 53.15 Chord= 106.03 Chord Brg. N.64'2456"W. '35 TOB S.W. R. OF NOUND NUMBER 4" IP R s.E 1/4 ME 1/4 SE. CORNER, NE. 4 1 -123- j%I L-. - �1 - OF SEC. 30-22-28 30-22-28 / =1 _ .BARBED-Ii�FF1JCi- _ - - _� 1 4"" -&'� - _ ry� ry y ry EDGE OF WA7ER TO BOYD FROM CITY OF OCOEE WHEN TOMYN RD. VACATED S.89'31'24"W. 285.27' PER RIGHT-OF-WAY AND DEVELOPMENT AGREEMENT O.R. 5732, PAGE 3468 S.00'28'34"E. 106.79' RETENTION POND \ \\\ \\ BENCHMARK USED: _ \ \\\ \\ \�1202� ORANGE COUNTY DESIGNATION No. R-31 -020, ELEVATION = 197 9' RR SPIKE 2' +- W OF C/L MAGUIRE RD IN LINE WITH CIL OF OLD �241kd t 2s.37 \ t \\ \\\ \� WINTER GARDEN ROAD TO EAST, 1350'+- S OF SR 50 \\\ ZONED C-3 46• x126.60 \ \ \ \\\\ \\ \�♦ OWNER: HELLER BROS. GROVES PO BOX 770249 WINTER GARDEN. FL 6 66 \ \\ \\ \\ it LEGEND: 0 -DELTA P.O.B.-POINT OF BEGINNING PLAT F.F.-FINISH FLOOR FD-FOUND R-RADIUS CM -CONCRETE MONUMENT �P)-PER M)-AS MEASURED #-NUMBER IR-IRON ROD L-ARC LENGTH PCP -PERMANENT CONTROL C)-AS CALCULATED PRM-PERMANENT REFERENCE IP-IRON PIPE B.R.-BEARING REFERENCE POINT (D)-PER DEED MONUMENT R&C-ROD & CAP U.E.-UTILITY EASEMENT C.L.-CHAIN LINK OHW-OVER HEAD WIRES CP-CONCRETE PAD P&C-PIPE & CAP D.E.-DRAINAGE EASEMENT R/W-RIGHT OF WAY PP -POWER POLE C-CENTERLINE N&D-NAIL & DISC PC -POINT OF CURVATURE ORB -OFFICIAL RECORDS PG -PAGE ELEC-ELECTRIC PB-PLAT BOOK TYP-TYPICAL BOOK PAV-PAVEMENT CONC-CONCRETE SHEET 1 OF 2 GRAPHIC SCALE 30 e0 120 ( IN FEET ) 1 inch = 60 it, PARCEL "A" LEGAL DESCRIPTION: (AS CREATED BY THIS SURVEY) A portion of the Southwest 1/4 of the Northeast 1/4 of Section 30, Township 22 South, Range 28 East being more particularly described as follows: Commence at the southwest corner of the northwest 1/4 of Section 30, Township 22 South, Range 28 East; thence N89'31'26"E along the south line of the north 1/2 of said section 30 for a distance of 3224.20 feet; thence N00'00'00"E, for a distance of 70.00 feet to the north right of way line of Tomyn Road, also being a point on a curve, concave to the southwest; thence run easterly along said northerly right of way and along said curve having a radius of 166.48 feet, a delta of 17'58'02", a chord bearing of S81'29'33"E and an arc distance of 52.20 feet to the point of tangency; thence S72'30'33"E, for a distance of 103.35 feet; thence S6543'20"E, for a distance of 143.29 feet; thence S68'28'09"E, for a distance of 80.62 feet, to a point on a curve concave to the southwest; thence run southeasterly along said curve having a radius of 750.00 feet, a delta of 08'06'26", a chord bearing of S64'24'56"E and an arc distance of 106.12 feet; thence leaving said northerly right of way line run N00'28'34"W, for a distance of 106.79 feet to the Point of Beginning, also being a point on the said south line of the north 1/2 of said section 30; thence run S89'31'26" W, along the said south line of the north 1/2 of said section 30, for a distance of 80.83 feet; thence N00'00'00"E, for a distance of 131.10 feet; thence N15'54'52"E for a distance of 69.06 feet; thence N90'00'00"E, for a distance of 346.12 feet to a point on the west line of the southeast 1/4 of the northeast 1/4 of said section 30; thence run SOO'19'41"E, along said west line of the southeast 1/4. of the northeast 1/4 of said section 30, for a distance of 194.47 feet, to the southwest corner of the southeast 1/4 of the northeast 1/4 of said section 30; thence run S89'31'26"W, along the said south line of the north 1/2 of said section 30, for a distance of 366.18 feet to the Point of Beginning. Said lands contain 1.63 acres, more or less. OVERALL LEGAL DESCRIPTION: A portion of the following described portion of land: That part of the Southwest 1/4 of the Northeast 1/4 of Section 30, Township 22 South, Range 28 east lying south of the right of way of the Florida State Turnpike, less the right of way of Tomyn Road, and less the lands vested in the Orlando/Orange County Expressway Authority by the Stipulated Order of Taking recorded in Official Records Book 5524, page 468, as refiled in Official Records Book 5543, page 4072, public records of Orange County, Florida. Together with the North 1/2 of that part of the abandoned right of way of Tomyn Road as described in the Resolution recorded in Official Records Book 9801, page 6875, public records of Orange County, Florida, which lies West of the East line of the Southwest 1/4 of the Northeast 1/4 of said Section 30. SCHEDULE B-II EXCEPTIONS: 5. Restrictions, covenants, and conveyance of abutter's rights contained in the Warranty Deed to the Florida State Turnpike Authority recorded in Official Records Book 1172, page 291. - NOT A SURVEY MATTER 6. Easement granted to Florida Power Corporation recorded in Official Records Book 2202, page 551. - PLOTTED & SHOWN 7. Terms, covenants, conditions and other matters contained in the Sewer Service Territorial Agreement between Orange County and Prima Vista Utility Company, Inc., recorded in Official Records Book 3894, page 1363, as amended in Official Records Book 4702, page 2589 and Official Records Book 5896, page 3531. - NOT A SURVEY MATTER 8. Terms, covenants, conditions and other matters contained in the Water Service Territorial Agreement between Orange County and the City of Ocoee, Florida, recorded in Official Records Book 4034, page 291 and Official Records Book 4102, page 367, as amended in Official Records Book 4702, page 2576. - NOT A SURVEY MATTER 9. Rights of ingress and egress, light, air and view vested in the Orlando/Orange County Expressway Authority by the Stipulated Order of Taking recorded in Official Records Book 5524, page 468, as refiled in Official Records Book 5543, page 4072. - RIGHT-OF-WAT TAKING PLOTTED & SHOWN, DOCUMENTS TO NOT MENTION "RIGHTS OF INGRESS AND EGRESS, LIGHT, AIR AND VIEW". 10. Terms, covenants, conditions and other matters contained in the Right-of-way and Development Agreement between Dempsey Boyd and the City of Ocoee, recorded in Official Records Book 5732, page 3468. - PLOTTED & SHOWN 11. Public utility easement reserved in the Resolution of the City of Ocoee, Florida recorded in Official Records Book 9801, page 6875. - PLOTTED & SHOWN 12.Terms, covenants, conditions and other matters contained in the Billboard Relocation and Reconstruction Agreement among the City of Ocoee, Dempsey Boyd and Clear Channel Outdoor, Inc., recorded in Official Records Book 9939, page 3776, and terms and provisions of the unrecorded lease to Clear Channel Outdoor, Inc. disclosed thereby. - AFFECTS SUBJECT PROPERTY. BILLBOARDS HAVE NOT BEEN REPLACED AT TIME OF SURVEY. 13.Terms, covenants, conditions, lien rights and other matters contained in the Development Agreement (Fountains at Highland Park) between Dempsey Boyd and the City of Ocoee, recorded in Official Records Book 9939, page 3789. - NOT A SURVEY MATTER To Fidelity National Title Insurance Company Primrose School Franchising Company U S Small Business Administration CRM Learning L.L.C. October Holdings L.L.C. This is to certify that this map or plat and the survey on which it is based were made (i) in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2011, thereof, and (ii) Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Florida, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Date: 04/13/12 t c ✓` GARY A. BURDEN FLORIDA REGISTRATION NO. 3691 LB#6529 co e-I C\t �--� LO C\2 co • CD I-/. LO I~--i CO C\2 CO Cd 0 dH � w 0 0 � A z Qli a� 1:4 0 cy � Tn ao C� C- C) � as o 0 m W N_ Y W 000 N e� M O r\yD U m �> Q W E-i 5� LU r_ O N m � O 0 W Z PRC►JECT NO. Cn 07045 Irdeation Dotes 1. This Plan is for bidding purposes only as a guide to the Land scapellrrigation Contractor to design/build the final irrigation system. The final irrigation system is to be based on final landscape contract, final approved civil engineering drawings and actual field conditions to be verified by the Contractor. The final irrigation system shall use Ralnblyd, Toro, Hunter or equal quality that will meet the general requirements of this plan and the City of Ocoee. 2. Bury all main lines to a minimum depth of 18". All lateral lines at a minimum of 12". 3. The Contractor will proved an as -built drawing showing the actual installed irrigation system. 4. All valves, gate valves and quick couplers shall be installed in valve boxes. 5. Lateral lines Schedule 200 PVC, minimum size 1" (except risers and flex pipe) 8. Irrigation Crossings Schedule 40 4" Diameter 7. Automatic rain sensors shall be part of the control mechanism for the Y irrigation system. g 8. Sleeves are Schedule 40 PVC (minimum of 18" depth and sizes larger than the pipe size or as labeled) 9. All work shall be guaranteed for one year from date of acceptance against defects in equipment and workmanship. M-e ti:�•.i::. zt I `•,,,,ti a ? \iflti 1 - �- : Zon I� L7 0 Bl'. -- �B 0 B\ �gl B �--�B ® g1 B, �B OB1 LBl 0-�-109B ii P d m r uzs e SC: h o, g 0% 1 j%f �►--; a ALL HEADS SHALL BE INSTALLED A MINIMUM OF 12" AWAY FROM ANY BUILDING. SIDEWALK, CURB 8" SPRINKLER NOZZLE ETC, SEE CHART FINISH 3 GRADE _z $; BODY ASSEMBLY KAF—FLEX PIPE USE 1/2" ON I: S Y HEADS �Nt , R6NFOR 3rPVC STREET ELL PVCE GS r PVC TEE SXSXS OR ELBOW LATERAL LINE 5 rt. COORDINATE PLACEMENT WTH THE LANDSCAPE PLAN. INSTALL RISERS IN THE CENTER OF THE HEDGE ROW. w PAINT THE RISERS BLACK OR AS PER REQUEST OF THE OWNER, REUSE SYSTEMS MAY REQUIRE PURPLE RISERS BY CODE, ,,-WALL OR STRUCTURE (SEE NOTES) I ' uaaaau �aq n I INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL u J f PVC SCH. 40 RISER ij�e ULTRA VIOLET PROTECTIVE PVC CLAMhS—MULGH 1"X1" STEEL ANGLE / PVC TEE OR ELBOW Temporary a6 zign OBIFuture Fo ;Ile �® 0 A I° OA A .= A .• ®/ A A A A A , % A A (e \ `\ A • A OA ON * ALL VALVE BOXES SHALL BE MARKED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR AS PER THE WRITTEN SPECIFICATIONS. VALVE BOX f FINISH GRADE „ _.... . C NE R EP" 6" MIN, t-,� -�":: ?. EXPANSION SURGE -4r CABLE TO -LATERAL LINE \-B" GRAVEL T BASE .� . MAINLINE PLACE CONTROL WARES UNDER MAIN �e.,, �ST Ir O4� S sIY R°E°, •f.7 E 'S �I �a :, s PLACE THE RAIN SENSOR TO RECEIVE RAIN FROM ALL DIRECTIONS, SEE INSERT FOR ELECTRICAL CONDUIT - HARD W{RE TO A -- ,UCTTON BOX. 9 O2 7EE RLEAVI^ OTTT7M a EN PVC CONDUIT TO THE START OF THE MAINLINE. PLACE WIRES UNDER MAINLINE. #— ■ ■■■ NONE ■■ ■■■ ■■■ .■..... ■■■■■.. ONE ■■■ ■■■ ■■■ ANDERSEN &. ASi0CIATES V. _ � - �------- Irrigation Crosse Provide V 9 Andersen Associatesoslung : \ r+il All I 1` : .. ..., { r.� _ 1 l� i-1 :r- �.) .......... .f . t.� �. �.. L_ i..1 r- ,.,y V" ..:Y.. t ^"� \ � (.., ,.1 _d- r.,,- �;' �`a �� y l r _ �.., _ r., L. �1i : ,.ti �.r ' D e elapinent .. _, ?_,• Inc. 1730 Perch Lane hn (~ oconn Sanford, o 40i320-9980/ i [ o l F y `/ Fax 407-320-9981 �*repared b Bruce K. Andersen, Fl. Reg. Landscape Architect No. 821 A Project StatusUpdate B. February Calendar 7-Eleven Conversion SS-2012-007 Site Plan 12/14/12 AF 3rd Approved 1103/13 PUD P & Z Meeting on 12/11/12; Scheduled for Arden Park PUD RZ-12-07-05 Amendment 11109112 AF 2nd City Commission on 01/15/13 & 02119/13 Arden Park South LS-2006-008 Plat Review 02105/13 AF 2nd Comments due 2/20113 Brynmar FKA Ingram Estates VR-1 2-02 Waivers 12/10/12 AF 2nd C4 Commission approved on 1115113 Preliminary City Commission approved 12106111; Subdivision Pending Appeal on Vested Rights - Plan & Vested 02/06112. Appeal Hearing scheduled for Eagle Creek of Ocoee LS-2009-002 Rights 06/30/11 AF 4th 10124/12. Hearing Postponed. Annex, Rez & East Crown Industrial AX-07-07-1 0 CPA 02/25/08 MR 2nd Waiting on resubmittal Final Subdivision Fountains at Tivoli Place (FKA Fountains at Plan for Phase Comments due 2107113; P & Z' Meeting Highland Park) LS-2012-002 1 02101/13 AF 4th 2/12/13 & City Commission 3105/13 Rezoning to PUD/Land Use Scheduled for P & Z Meeting 01/08/13; City Foundation of Lights, LLC RZ-12-02-01 Plan 12/03112 AF 4th Commission on 02105/13 & 02119113 Small Scale Frank's Place SS-2012-008 Site Plan 10/22/12 AF 1st APPROVED on 12112112 Preliminary On hold pending receipt of the Joinder & F/X Warehouse Complex LS-2007-023 Final Site Plan 05111/09 BH 4th Consent Forms Special lglesia Cristiana Sendero De Luz 1-12SE-018 Exception 09106/12 MR 1st Comments sent 9/25112 Marshall Farms Business Center LS-2009-003 Final Site Plan 12/10/09 AF 2nd Staff Comments sent out 1/11/10 McCormick Woods Phase 3 Plat Review 01/29/13 AF 5th Ownership Change: Comments due 2/08113 )aks Commerce Center SS-2007-005 )coee Commercial Retail Store SS-2012-006 I Prairie Lake Reserve LS-04-026 Current Project Status2.xis/Review Final Site Plan 09/19/11 AF 6th Staff comments sent out 09/28111 Small Scale Site Plan 11/08/12 MR 4th Plan Approved 11127/12 FSP Revisions #2 01/09/13 AF 3rd Comments sent out 1123/13 2/7/2013 Primrose School SS-2 12-005 Site Plan 02101/13 AF 4th Comments due 2/07113 Annexation with AX-05-010-21 Initial Zoning of Roberson Road AX & RZ RZ-10-05-04 PIED 05124/10 AF 1 st Staff comments sent out 6/17/10 Small Scale Shoppes at the Village SS-2 08-005 Site Playa 04123110 AF 3rd Staff comments sent out 5124110 Scheduled for Board of Adjustment on 01/10/13; City Commission on 02/05/13; Silver Bend Subdivision Appeal 12/14/12 MR 1st Appeal defeated 3-2 vote Courtesy Review from ®CPS; Comments Spring Lake Elementary School Site Plana 12/20/12 MR 1st sent 1122/13 Nest Colonial Parcel (Walia) hisper Winds Landscaping ild Anexation -216 1st Street Current Project Status2.x1s/Review Annexation, Rezoning, & AX-05-08-25 Large Scale RZ-08-09-06 Preliminary LS-07-021 Subdivision Plan AX-07-10-26 Annexation RZ-10-11-12 rezoning A-09-12-36 & FEZ- Annexation 12-09-07 Rezoninq 2/7/2013 10/23/08 BH 07/13/11_ AF 09/25/12 AF ON Development discussion APPROVEDStaff Comments sent out 08103/11 -, pending 4th submittal of deposit by o, o5an Alon Wod 7'h a err Jai 2 6 7 .9 General Employees 0 p HRDB (W77:0m � Pension Board Ca,)10:00 Comm. Chambers am / Comm Chambers P 'ice/Fire Pension Board oP 1:00 PM/ Comm Cham, Citizen Advisory Cit y Commission - Council to Fire Dept. Meeting Ca, 7:15pm 7 i 1 v 7:6011� 1pn,! Ca) 7:00pm / Fire Comm. Chambers CInnn% Station 25 10 11 12 13 1 ae 15 16 Planning and Zoning Commission (q-� 7.00 PM / Comm, Chambers 02/19 kogenda Items due 02/19 Staff Reports due to V to City Clerk manage], 02/19 Agenda; Published 17 —CitV 20 23 22 23 President's Day Cit) Commission M e e t i n -7 : 15 P m PH31 915 1yeed'ed) Comm, Chambers 24 25 26 27 28 ------ Code Enfureement istth Political Forw-n,, L"'-',s,-n Ayvarw- Posted b,, Ocoee Boowd 7:00 prn / , , ! /i Club Comma- Chambers Woman 03105 Agenda Items due 03/05 Staff Reports due to ch'-am'bers 6.30 pm in City Manager. . ....... . . INO �-ityclerk- ---1-03/05,Aeenda Published Comim. Chaintbers V" LoVe �S tkte Con�tiOvl, in, WKCk tke 0� 2 ouotkeK -DeKson is to L�10L,�K own,.