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Home My WebLink AboutItem 18 Towns of Westyn Bay - Amended Final Subdivision Plan c.enter of Good L . ..... ~ AGENDA ITEM COVER SHEET Meeting Date: March 15, 2005 Item # \ 1) Contact Name: Contact Number: Catherine Armstrong (407) 905-3100 x 1020 Reviewed By: Department Director: City Manager: Subject: Request for approval of the amended Final Subdivision Plan for Towns of Westyn Bay, LS-03-0005. Background Summary: The Towns of Westyn Bay includes approximately 18.3 acres and is located on the north side of Ocoee Crown Point Parkway, west of its intersection with Ocoee Apopka Road. The subject property is proposed to be developed with 172 fee-simple town home units. The City Commission originally approved the Final Subdivision Plan on April 20, 2004, with conditions. At the Pre-Construction meeting with staff on August 11, 2004, the developer had revised the layout of the plan due to resizing of the retention ponds per St. John's River Water Management District (SJRWMD). This resulted in the relocation of two town home buildings. Because these changes were viewed as a substantial change to the approved plan, it was requested by staff during the Pre-Construction meeting that the developer submit these changes as an amendment to the Final Subdivision Plan. Issue: Should the Mayor and City Commissioners approve an amendment to the Final Subdivision Plan for the Towns of Westyn Bay? Recommendations: Staff respectfully recommends that the Mayor and the City Commissioners approve the amended Final Subdivision Plan for the Towns of Westyn Bay, as date stamped received by the City of March 3, 2005. Attachments: Staff report Location Map Future Land Use Map Zoning Map Towns ofWestyn Bay amended Final Subdivision Plan, date stamped March 3, 2005 Financial Impact: N/A Type of Item: o Public Hearing o Ordinance First Reading o Ordinance First Reading o Resolution ~ Commission Approval o Discussion & Direction For Clerk's Deaf Use: o Consent Agenda o Public Hearing ~ Regular Agenda o Original Document/Contract Attached for Execution by City Clerk o Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) D N/A D N/A D N/A Mayor S. Scott Vandere:rift City Manager Robert Frank Commissioners Danny Howell. District 1 Scott Anderson. District 2 Rusty Johnson. District 3 Nancy J. Parker. District 4 STAFF REPORT TO: The Honorable Mayor and City Commissioners Catherine Armstrong, Planning ManatyfJ~~ March 4, 2005 6 FROM: DATE: RE: Towns ofWestyn Bay Amended Final Subdivision Plan Project # LS-03-0005 ISSUE Should the Mayor and City Commissioners approve an amendment to the Final Subdivision Plan for the Towns of Westyn Bay? BACKGROUNDIDISCUSSION The Towns of Westyn Bay includes approximately 18.3 acres and is located on the north side of Ocoee Crown Point Parkway, west of its intersection with Ocoee Apopka Road. The property is bounded to the west and north by the single family portion of Westyn Bay and the Vineyards single family subdivision, both with R- IAA zoning; bounded to the east by Ocoee Apopka Road and bounded to the south by Ocoee Crown Point Road. The subject property was included as part of the overall Westyn Bay Preliminary Subdivision Plan and was designated as a future multi-family development with R-3 zoning. The property is currently under construction. The Towns of Westyn Bay development is a gated community with a single entrance onto Ocoee Crown Point Parkway. The development program calls for a total of 172 fee-simple townhome units, with a density of 9.38 units per acre. The townhomes will not have an individual homeowner's association (HOA), but will be included in the overall Westyn Bay master HOA. Recreation facilities for the residents are proposed, but meeting space will be shared at the main recreation complex for the Westyn Bay subdivision. To provide for pedestrian linkage, a pedestrian gated connection is provided for access to Westyn Bay Boulevard from the townhome development. A 6' high buffer wall with landscaping is provided between the townhomes and the two adjacent single family subdivisions and is being constructed along Ocoee Apopka Road and Ocoee Crown Point Parkway to match the existing wall and landscaping provided for Westyn Bay. The City Commission originally approved the Final Subdivision Plan on April 20, 2004, with conditions. At the Pre-Construction meeting with staff on August 11, 2004, the developer had revised the layout of the plan due to resizing of the retention ponds per St. John's River Water Management District (SJRWMD). This resulted in relocating two of the townhome buildings. Because these changes were viewed as a substantial change to the approved plan, it was requested by staff during the Pre-Construction meeting that the developer submit these changes as an amendment to the Final Subdivision Plan. DEVELOPMENT REVIEW COMMMITTEE (DRC) RECOMMENDATION The amendment to the Final Subdivision Plan for the Towns of Westyn Bay was reviewed by the DRC on February 23,2005. There were a few minor issues discussed related to the landscaping at the pool and details on the pool fence. The developer presented revised landscape plans with the changes, which will be incorporated into the overall amended Final Subdivision Plan. The Committee voted unanimously to recommend approval of the amended Final Subdivision Plan. ST AFF RECOMMENDATION Based on the recommendation of the DRC, staff respectfully recommends that the Mayor and the City Commissioners approve the amended Final Subdivision Plan for the Towns of Westyn Bay, as date stamped received by the City of March 3, 2005. Attachments: Location Map Zoning Map Land Use Map Towns ofWestyn Bay amended Final Subdivision Plan, date stamped March 3, 2005 Towns of Westyn Bay FSP Location Map e Towns ofWestyn Bay FSP Surrounding Future Land Use Map mm AI e Ocoee Community Development Department 1 inch equals 600 feet 200100 0 200 400 600 Feet Printed: March 2005 C Subject Property Em! Unincorporated Territory and Other Municipalties L.J Low Density Residential _ Medium Density Residentia _ High Density Residential _ Professional Offices and Services _ Commercial _ Light Industrial _ Heavy Industrial _ Conservation/Floodplains _ Recreation and Open Space _ Public Facilities/Institutional Lakes and Water Bodies - Towns ofWestyn Bay FSP Surrounding Zoning Map A-1 R-1A Ocoee Community Development Department C Subject Property ~ Unincorporated Territory IU.I.II and Other Municipalties Zoning Classification: General Agricultural (A-1 _ Suburban (A-2) Single-Family Dwelling (R-1MA) Single-Family Dwelling (R-1M) [ J Single-Family Dwelling (R-1A) _ Single-Family Dwelling (R-1) _ One- & Two-Family Dwelling (R-2) _ Multiple-Family Dwelling (R-3) _ Mobile Home Subdivision (RT-1) _ Professional Offices & Services (P-S) _ Neighborhood Shopping (C-1) _ Community Commercial (C-2) _ General Commercial (C-3) _Restricted Manufacturing & Warehousing (1-1) _ General Industrial (1-2) ~ Commercial (PUD) ifm Low Density (PUD) _ Medium Density (PUD) III High Density (PUD) _ Public Use (PUD) /' // Unclassified Lakes and Water Bodies 1 inch equals 600 feet 200100 0 200 400 600 Feet March 2005 Printed: e CITY OF OCOEE, FLORIDA WEST GROVES VENTURE, LLLP c/o L.H. WEST, LLC DESCRIPTION. A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PART/CULARLYDESCRIBEDAS FOLLOWS: COMMENCEAT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST,- THENCE RUN S86°3840"WALONG THE SOUTH LINE OF SAID NORTHWEST 1/4, 649.91 FEET TOA POINT ON THE WESTERLY RIGHT OF WAYLINE OF COUNTY ROAD 437; THENCE RUN N28°17'18"EALONG SAID WESTERLYR/GHT OF WAYLINE, 450.77 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N28°17'18"E, ALONG SAID WESTERLYR/GHT OF WAYLINE, 363.58 FEET, • THENCE DEPARTING SAID RIGHT-OF-WAYLINE RUN S87°2823"W, 359.74 FEET, THENCE RUN N01 021'57"E, 585.48 FEET TO THE SOUTH LINE OF LOTS 114 THROUGH 123, WESTYN BAY- PHASE 1 ACCORDING TO THE PLAT THEREOFAS RECORDED /N PLAT BOOK 54, PAGE 29 OF THE ORANGE COUNTY PUBLIC RECORDS, THENCE RUN S8702822"W, ALONG SAID SOUTH LINE, 764.53 FEET TO THE EASTERLYLINE OF LOTS 104 THROUGH 107AND LOTS 110 THROUGH 112, WESTYN BAY- PHASE 1; THENCE RUN THE FOLLOWING THREE COURSESAND D/STANCESALONG SAID EASTERLYL/NE: S02027'16"E, 45.78 FEET, S21 °56'47"W, 401.36 FEET, THENCE RUN S47°29'33"W, 226.67 FEET TO THE EAST RIGHT OF WAYLINE OF WESTYN BAY BOULEVARD; THENCE RUN S35009'18"E, ALONG SAID EAST LINE, 255.37 FEET TO THE NORTH LINE OF TRACT B, WESTYN BAY- PHASE 1; THENCE RUN S77°05'10"E, ALONG SAID NORTH LINE, 124.78 FEET TO THE NORTH RIGHT OF WAYLINE OF OCOEE CROWN POINT PARKWAY, SAID LINE BEINGA NON -TANGENT CURVE CONCAVE SOUTHERLY, THENCE RUN EASTERLYALONG SAID RIGHT OF WAYL/NEAND CURVE HAVINGA RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 39°3343", AND ARC LENGTH OF 524.77 FEET, A CHORD BEARING OF N85°30'02"SAND A CHORD DISTANCE OF 514.41 FEET, THENCE RUN S74043'06"E, CONTINUING ALONG SAID NORTH RIGHT OF WAYLINE, 428.51 FEET TOA CURVE CONCAVE TO THE NORTH, THENCE RUN NORTHEASTERLYALONG SAID CURVE HAVING A CENTRAL ANGLE OF 765936", A RADIUS OF 50.00 FEET, ANARC LENGTH OF 67.19 FEET, A CHORD BEARING OF N66°47'06"SAND A CHORD DISTANCE OF 62.25 FEET TO THE POINT OF BEGINNING. THEABOVE DESCRIBED PARCEL OF LAND CONTAINS 18.335ACRES MORE OR LESS. OWNER/APPLICANT ENGINEER SURVEYOR WEST GROVES VENTURE, LLLP GTC ENGINEERING, CORPORATION SEARS SURVEYING COMPANY 423 S. KELLER ROAD, SUITE 210 98 SOUTH SEMORAN BOULVARD 315 N. FERNCREEK AVENUE ORLANDO, FLORIDA 32810 ORLANDO, FLORIDA 32807 ORLANDO, FLORIDA (407) 667-8989 (407) 380-0402 (407) 897-6220 PROGRESS ENERGY BRIGHTHOUSE WATER 3250 BONNETT CREEK ROAD 911 STATE ROAD 434 NORTH ORANGE COUNTY UTILITIES LAKE BUENA VISTA, FLORIDA ALTAMONTE SPRINGS, FLORIDA 32714 UTILITIES -WATER, STE. A (407) 827-1250 (407) 291-2500 8100 PRESIDENTS DRIVE HARDSCAPE PLANS ORLANDO, FLORIDA 32809 (407) 836-6800 SPRINT 850 EAST ALTAMONTE DRIVE ALTAMONTE SPRINGS, FLORIDA 32701 (800) 877-4646 WASTEWATER ORANGE COUNTY UTILITIES PUBLIC WORKS COMPLEX BUILDING 1 4200 JOHN YOUNG PARKWAY ORLANDO, FLORIDA 32839 (407) 836-7950 The Engineer certifies that all roadways were designed to the applicable standards, as set forth by the City of Ocoee and the latest edition of the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. BE 4I r3. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 COVER SHEET 2 GENERALNOTES 2A CONDITIONS OF APPROVAL 3 OVERALL SUBDIVISION PLAN 4 LOT & BLOCK GRADING PLAN 5 - 9 PLAN & PROFILES 10 PAVING AND DRAINAGE DETAILS 11 WATER DETAILS 12 SANITARY SEWER DETAILS 13 REUSE WATER DETAILS L1- L6 LANDSCAPE PLANS 11-14 IRRIGATION PLANS H1 -H2 HARDSCAPE PLANS r 1. WATER SYSTEM a. Actual lengths of pipe between branches and valves in the run. b. Uncate with measurements from permanent visible objects all fittings/accessories not visible from the surface (two ties minimum). C. aPpths of the lines at all valves, fittings, and fire hydrants. 2. SANITARY SEWER a. Top elevation of each manhole frame and cover. b. Invert of each line entering and leaving each manhole/structure. C. Length of each run of main between manholes (center to center). d. Actual grade of pipe between manholes. e. Locate all service wyes from downstream manhole with depth at lot line, and distance from the main line. Depth to be based on right-of-way design grade. 3. STORM DRAINAGE a. Top elevation of each manhole frame and cover/grate, and all other structures (headwalls, control structures, etc.). b. Invert elevation of each line entering and leaving each structure, including underdrain pipes. C. Inverts of all mitered end sections. d. Actual grade of the pipe between the structures. e. Pond top of bank shots. N N.T.S. GTC Engineering Corporation July 2003 JOB NUMBER HBL-9 SHEET 1 of 13 HIMCOV.DGN 1. All construction is to conform with City of Ocoee standards and specifications, unless otherwise waived by the County Engineer. 2. The Engineer certifies that all roadways were designed to the applicable standards, as set forth by City of Ocoee and the latest edition of the Florida Department of Transportation Manual of Uniform Standards for Design, Construction, and Maintenance for Streets and Highways. 3. The Contractor shall coordinate all work within existing road right-of-ways with City of Ocoee and the Florida Department of Transportation. 4. It will be the responsibility of the Contractor to get the necessary Right -of -Way Permit(s) and provide for the safety and control of local traffic during construction. 5. The Contractor shall be extremely cautious when working near trees that are to be saved, whether shown in the plans or designated in the field. 6. The Contractor shall be responsible for locating and verifying (horizontally and vertically) all existing utilities before construction, and for notifying the various utility companies to arrange for any relocation, temporary disruption of service, or clarification of activity regarding said utility. The contractor shall exercise caution when crossing an underground utility, whether shown in these plans or field located. All utilities which interfere with the proposed construction shall be relocated by the respective utility companies and the Contractor shall cooperate with them during relocation operations. Any delay or inconvenience of the various utilities shall be incidental to the contract and no extra compensation will be allowed. 7. The locations of all existing utilities, facilities, and any other features shown on these plans have been determined from the best available information and are provided for the convenience of the Contractor. The Engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the Contractor of his responsibility to protect such existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of these plans, the Contractor will halt construction and notify the Engineer immediately. 8. The Contractor shall be responsible for meeting all inspection criteria and schedules, and for signing for said inspections. 9. Water and wastewater service shall be provided by Orange County. The water distribution system and wastewater collection system shall be installed by the Contractor and shall conform with Orange County Manual of Standards and Specifications for Wastewater and Water Main Construction. 10. The electrical distribution system is to be designed and installed by the electrical power utility. The Contractor will coordinate scheduling with the electrical power utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves. 11. Completely sod detention ponds to two (2) feet below normal water level. 12. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades or grading sections established for this project, except where such excavation or removal is provided for in the contract, plans or specifications. 13. All work and all materials furnished shall conform with the lines, grades, grading sections, cross sections, dimensions, material requirement, and testing requirements specified in the contract, plans or specifications. 14. Prior to commencing work, the Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards and the control of traffic, in conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways or as directed by the City of Ocoee Traffic Engineer, to effectively prevent accidents in all places where the work causes obstruction to traffic or constitutes in any way a hazard to the public. 15. All ductile iron pipe and fittings shall have an interior protective seal coat (30 mil thick) of coal tar epoxy in accordance with ANSI/AVWVA A21.51/C151. 16. Compact all utility trenches within the top two (2) feet of the roadways to 98% of the Modified Proctor Maximum Density, and to 95% within other areas. 17. After the roadway has been constructed to subgrade, it shall be proof -rolled to assure that proper compaction has been attained. The proof -rolling and compaction operations shall be inspected and tested by a Florida licensed Soils Engineer to assure that the specified compaction is maintained and all deleterious materials have been removed. 18. In areas which require fill material, the Contractor will strip or otherwise remove all vegetation such as brush, heavy sods, heavy growth of grass, decayed vegetable matter, rubbish, and any other deleterious material before the embankment is started. Immediately prior to the placing of fill materials, the entire area being filled shall be scarified in a direction approximately parallel to the axis of fill. The Geotechnical Engineer shall approve the area prior to the placement of fill. 19. Telephone system will be designed and installed by telephone utility. The Contractor will coordinate scheduling with the telephone utility to ensure proper construction phasing, and to allow the utility to install street crossings and other required sleeves. 20. Install valve boxes with all valves. Valve boxes under pavement shall have traffic -bearing covers. 21. The Contractor shall be responsible for the maintenance of all landscape buffers, retention and detention facilities until the work has been accepted by the Owner. All disturbed areas shall be returned to their original condition. 22. The Contractor shall comply with all legal load restrictions in the hauling of materials in public roads beyond the limits of the work_ A special permit will not relieve the Contractor of liability for the damage that may result from the moving of material and equipment. 23. The Contractor shall familiarize himself with the policies and guidelines established by City of Ocoee, Florida for the preservation of all public and private property. The Contractor shall be responsible for all damage or injury to property of any character during the execution of the work, resulting from any act, omission, neglect, or misconduct in his manner or method of executing the work, or at anytime due to defective work or materials. 24. Gravity sanitary sewer to be PVC S.D.R. 35 OR S.D.R. 26. 25. Force mains are to have a minimum of 36" of cover. Force mains shall be PVC AWWA C900 (minimum DR25). Metallic tape shall be placed over the main at depth of two (2) feet below the surface, and tied into valve boxes. 26. Fire protection shall be provided according to City of Ocoee Regulations. 27. The Contractor shall ensure that proper soil densities are achieved for placement of all headwall/ endwall footings, retaining wall footings, and in general, any footing support described on these plans. It will also be the responsibility of the Contractor to ensure that sufficient geotechnical testing has been performed prior to construction. 28. The F.D.O.T. Roadway and Traffic Design Standards (booklet dated January 1994) is to be used for drainage structures and pavement markings. 29. Water and Sewer: a. Water mains shall be laid to provide a minimum separation of 18 inches between the bottom of the water main and the top of the sewer pipe. Where water and gravity sanitary sewer mains cross with less than 18 inches vertical separation, or the sanitary sewer main is above the water main, the sanitary sewer shall be constructed of 20 feet of PVC pipe upgraded to water main standards, centered on the point of crossing, and pressure tested. If the conflict is caused by a storm sewer, the water main shall constructed of 20 feet of ductile iron pipe centered on the point point of crossing. Adequate structural support for both the water main and sewers shall be provided to prevent excessive deflection of joints and settling. b. When a water main parallels a gravity sanitary sewer main, a separation (measured edge to edge) of at least 10 feet shall be maintained. Where this separation is not met, one of the following must occur: (1). The water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18 inches above of the sewer. (2). If both sanitary sewer and potable water mains are proposed and the above 28b(1) is not met, the sanitary sewer pipes shall be upgraded to the DR -18 PVC and pressure tested. (3). If the sanitary sewer is existing and the potable water main is proposed, the water main shall, at a minimum, be upgraded to ductile iron pipe, constructed in separate trenches, laid at a higher elevation than the sanitary sewer, and utilize staggered joints. c. Where water mains parallel storm sewer pipes with less than 10 feet horizontal clearance, the water main shall be AWWA C150/C151 ductile iron in those locations. d. Reuse water mains shall maintain a five (5) foot (center to center) separation, or three (3) feet edge to edge, from potable water mains and storm sewer lines. This only applies to unrestricted access reuse water. e. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A21.51. A minimum thickness of Class 50 per ANSI/AWWA shall be supplied. f. All water main fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the water supply system, shall comply with minimum material standards, ratings and classifications established by the Orange County and AWWA Standards and Specifications. PVC water mains four (4) inches diameter or greater shall be AWWA C-900 (DR18) minimum. All PVC pipe greater than 12 inches must be in accordance with AMA C-905. All water mains shall bear the NSF logo for approval for drinking water. g. Water main connections shall be made under the supervision of Orange County Public Utilities. All valves shall be operated by Orange County personnel only. Water mains are to be disinfected per ANSI/AW`NA C651-92 and Orange County Public Utilities standards and specifications for wastewater and water main construction which includes a full diameter flush. All water mains shall be hydrostatically tested in accordance with the latest version of AWWA standards C600 for ductile iron pipe and C905 for PVC. h. All sanitary lines (either gravity or pressure systems), fittings, valves, restraints, couplings, pipe, and in general those materials required for installing the wastewater collection system shall comply with the minimum material standards, ratings and classifications established by Orange County Public Utilities Division. Metallic marking of utility lines shall comply with Orange County standards and specifications for wastewater and water main construction. Air release valves shall be installed in high points in the main only as designated on the plans, and shall be installed in vaults with traffic -bearing lids. Pressure testing of gravity sewer lines shall be in accordance with Orange County standards, and with the latest Uni-Bell low pressure air test standard. All force mains shall be hydrostatically tested with a minimum test pressure of 100 psi for two (2) hours. Pressure testing of force shall be comply with Orange County standards and specifications. 30. Mitered end sections are included in all stormwater pipe lengths. 31. All Reinforced Concrete Pipe (RCP) shall be minimum Class III. 32. It is the Contractor's responsibility to obtain a copy of the Geotechnical Engineer's report for this project from GTC Engineering Corporation and meet the Geotechnical Engineer's requirements for soil preparation on the site. The Contractor's Geotechnical Engineer shall certify all site, utility, and roadway compaction as well as underdrain and pavement construction to GTC Engineering Corporation. Geotechnical recommendations are not the responsibility of GTC Engineering Corporation. GTC Engineering Corporation has relied on the geotechnical report in the preparation of the plans. Any conflict between information within the report and these plans shall be reported to the Engineer and/or Owner. GTC Engineering Corporation assumes no responsibility for the correctness, completeness. or accuracy of the geotechnical information. 33. During construction, no direct discharge of water will be allowed to downstream receiving waters. The Contractor is responsible for water quality and shall route discharges in such a manner to adequately remove silt before runoff from the site. 34. For sign details, refer to the "Manual on Uniform Traffic Control Devices," published by the U.S. Department of Transportation, Federal Highway Administration -1978 (ANSI D6.1- 1983). All signs to be single mounted according to F.D.O.T. Index No. 11862 (70 mph wind loading) and F.D.O.T. Index No. 17302. 35. Blue reflective pavement markers shall be placed in the center of the driving lane in front of all Fire Hydrants. 36. Erosion Control Notes a. Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1992 Edition (FDOT Section 104). b. Control features, methods and conditions included in this contract include the following as indicated by X in blank: (1) X Coordinate construction of temporary erosion control features with permanent erosion control features. (2) X Control operation which result in water pollution (FDOT Section 104-3). (3) X Provide schedule for clearing and grubbing, earthwork operations and construction of permanent erosion control features and proposed use of temporary erosion control features (FDOT Section 104-5). (4) _ Limitation of exposure of erodible earth without temporary or permanent erosion control features is square feet (FDOT Section 104-6.1). (5) X Temporary grassing (FDOT Section 104-6.4.2). (6) X Temporary sod (FDOT Section 104-6.4.3). (7) X Temporary mulching (FDOT Section 104-6.4.4). (8) _ Sandbagging (FDOT Section 104-6.4.5). (9) Slope drains (FDOT Section 104-6.4.6). (10) -Sediment basins (FDOT Section 104-6.4.7). (11) -Artificial coverings (FDOT Section 104-6.4.8). (12) _Berms (FDOT Section 104-6.4.9). (13) X Baled hay or straw (FDOT Section 104-6.4.10). (14) X Temporary silt fences and staked silt barriers (FDOT Section 104-6.4.11). (15) X Floating silt barriers (FDOT Section 104-6.4.12). (16) X Remove temporary erosion control features (FDOT Section 104-6.5). (17) X Maintain permanent and temporary erosion control features (FDOT Section 104.7). (18) X This contract design has been approved by the OWNER and regulatory agencies having an interest in erosion control abatement. The design in its final form meets or exceeds minimum standards. All temporary erosion control features required during construction shall be constructed by the Contractor, and the cost thereof included in the Contract Sum as a regular obligation incidental to the work. c. The Contractor is to submit an erosion control plan to the City of Ocoee Engineer for approval prior to the preconstruction meeting for this project. d. During construction, the Contractor is to install a turbidity screen along areas abutting the conservation area. e. The Contractor is responsible for maintaining all erosion protection, especially along the wetland boundary during the entire construction process, including repairs, etc., to prevent any siltation from entering these areas, as well as any unsuitable discharges offsite or into the existing wetland. 37. Miscellaneous Engineer Notifications a. The Contractor shall provide the Engineer 48 hour advance notification for the following construction and inspection activities: (1) Sanitary sewer lamping, low pressure air testing, and T.V. Inspection. (2) Connections to existing systems. (3) Thrust block pours and restraint connections. (4) Storm drain lamping. (5) Inlet top pours (reinforcing steel check). (6) Water and force main pressure tests. (7) Bacteriological sampling. (8) Base observation and sounding. (9) Asphalt placement. (10) Pre -final inspection. (11) Final inspection. b. The Contractor shall keep DAILY "As -built" drawings employing the criteria shown on the Paving and Drainage, Sanitary and Water Detail sheets. Record all As-builts in waterproof RED ink. c. Before the start of construction, the Contractor shall prepare and submit to the Engineer a project construction schedule (Bar Graph) and update the schedule monthly. d. Any fuel storage areas shall have owner's prior approval and appropriate measures shall be taken to ensure protection of groundwater and soil resources. e. The Contractor shall coordinate all backfill operations with the Resident Geotechnical Engineer and submit test reports to the Engineer prior to beginning work on the next item of work. f. The Engineer reserves the right to require the Contractor to perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. g. The Contractor shall provide GTC with a copy of the sanitary sewer T.V. results. 38. Although all existing utilities have been field verified, the Contractor shall field verify horizontal and vertical information for all connection points to existing utility systems, as well as the location and depth of all clusters of fittings and valves, before submittal of shop drawings. 39. Any sanitary sewer built for phasing of the project shall have a 10 -foot stabilized access road over the line and be constructed to and including the next manhole with a 20 -foot utility easement centered over the pipe and manhole. 40. Any discrepancy between the dimensions and measurements shown on the plans and the actual field conditions shall immediately be brought to the Engineer's attention. Failure to do so shall make the Contractor completely liable for whatever errors and/or problems that may subsequently arise. 41. It will be the responsibility of the Contractor(s) to ensure that all required permits are obtained and are in hand at the job site prior to the commencement of construction. Contractor shall abide by all conditions contained therein. Permits included (but not necessarily limited to) are: a. St. John's River Water Management District, Management and Storage of Surface Waters. b. FDEP water distribution and FDEP sewer collection. c. Local right-of-way use. d. Local underground utilities. 42. The Contractor shall stake all improvements using the plat. Contractor shall confirm with American Surveying And Mapping , Inc. (Phone 407-539-2274) that the plat is current prior to construction. It is the sole responsibility of the contractor to completely stake and check all improvements to ensure adequate positioning, both horizontal and vertical, including minimum building setbacks, before the installation of any improvement. 43. The 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 the Contractor's expense. 44. The Contractor is responsible for grading all pavement areas to drain positively. Intersections shall be transitioned to provide smooth driving surfaces while maintaining positive drainage. Should areas of poor drainage be observed, the Contractor shall notify the Engineer prior to paving so that recommendations for correction may be made. 45. The quantities and lengths of materials shown on plans should be verified by the Contractor. Any discrepancy between callouts and actual shown in plan view is to be brought to the Engineer's attention by the Contractor prior to bidding. It is the Engineer's intention to build what is shown on the construction plans. 46. The Contractor is to maintain weekly monitoring reports per general conditions of N.P.D.E.S. General Permit. 47. Record Drawing: At the end of construction, the Contractor shall provide one (1) set of drawings showing ALL CHANGES marked in waterproof red with the following Contractor Certification executed on EACH SHEET: The Contractor hereby certifies to the OWNER that improvements covered by this drawing and the related details have been constructed as indicated or as modified by the notes and graphics shown. Absent a note or graphic to the contrary, the improvements have been constructed meeting industry standard tolerances. Signed: Date: Authorized Contractor's Representative 48. The Lift Station Tract has been dedicated to Orange County. 48. All storm water pipe joints will be wrapped with filter fabric in accordance with FDOT Index 280. 49. The existing overhead power lines running across the site, and any easements for electrical service will be removed and vacated, respectively, prior to issuing a Certificate of Completion for the subdivision improvements. 50_ Fire Hydrants shall be painted yellow per Ocoee City Code. 51. EMERGENCY WASTEWATER SPILL AND WATERMAIN BREAK PROCEDURES a1. Excavate Cautiously The contractor shall exercise extreme caution when excavating in proximity of wastewater gravity sewers. Sewer locations shown on plans are not exact or guaranteed. Contractor is responsible for field verifying existing utility locations. a2. Telephone Notification The Orange County dispatch operator shall be notified immediately in the event of a gravity sewer or water main break or damage at 407-836-2777. a3. Repair Immediately All damage to Orange County Public Utilities sewer mains or water mains shall be repaired immediately by the contractor at the contractor's expense. If the repair is not made in a timely manner, as determined by the Orange County Utilities Inspector, the County may perform repairs and the contractor will be charged for repairs. a4. Orange County Public Utilities Department General Telephone Numbers: Orange County Utilities Construction Inspection Section - 407-836-7274 Orange County Utilities Water Department - 407-836-6800 Orange County Utilities Wastewater Department- 407-836-6845 Orange County Utilities Engineering Division - 407-836-7000 a6. Advance Notification of Construction The contractor shall notify the Orange County Utilities Construction Department (407-836-7274) 48 hours prior to any utilities construction. a7. Advance Notification of Pending Connection The Orange County Water Department (407-836-6800) and Wastewater Department (407-836-6845) shall be notified at least (7) days in advance to schedule main tie-ins and valve operations. a8. Operation of Valves Water, wastewater, and reuse valves are to be operated only by Orange County Public Utilities Inspector (407-836-7274). All valves being installed are to remain closed during construction. HBONOTEMN 1. The project will be developed in one phase. 2. All common areas will be owned and maintained by the homeowner's association. 3. Water and sewer service will be provided by Orange County. At the time of platting, easements will be placed over service lines and dedicated to Orange County. 4. Reclaimed water will be used for irrigation purposes. A master irrigation system will be installed to service all common areas and residential lots. This master system will be owned and maintained by the homeowner's association. 5. The project site contains no conservation areas 6. The project site contains no lands that lie within the 100 yr. flood prone area. 7. Roadways will be private and owned/maintained by the homeowner's association. 8. The stormwater system will be designed in conformance with the City of Ocoee and SJRWMD standards. All ponds and conveyance systems will be owned and maintained by the homeowner's association. Ponds will be unfenced. Side slopes will adhere to the City of Ocoee Land Development Code. 9. The project will be gated. Gates will be equipped with the opticom system for access by emergency vehicles. 10. A tree survey will not be required for this project. 11. Topography is based upon a survey provided by Sears Surveying. 12. Soils information is provided by the Orange County SCS. 13. The entire Property is subject to the terms and conditions of that certain Development Agreement dates June 5, 2001 recorded in Official Records Book 6289, Page 4193, Public Records of Orange County, Florida. 14. Each fire hydrant shall be OSHA yellow in color and blue reflective marker shall be affixed to the street in the center of the lane closest to the hydrant. 15. The project is a private community with a mandatory homeowners association owning and maintaining the private streets and drainage facilities. Prior to, or at the time of platting, an easement will be granted to all utility suppliers for ingress and egress over the private street tracts for access and maintenance of their utilities and to the City of Ocoee law enforcement and emergency personnel for ingress and egress to the property. 16. All landscape areas will be irrigated and have an automatic rain sensor. 17. Short-term rentals (rental term less the 6 months) shall be prohibited. This restriction shall be incorporated into the homeowner's association documents and shall also be enforced by the City. 18. The deed restrictions for the subdivision will include language requiring that garages must be used for parking cars and that parking will be prohibited on the private streets, except in designated off-street parking spaces. 19. No RV or boat parking will be provided within the subdivision. 20. Open space between townhome units, which is not part of an individual lot, shall be owned and maintained by the homeowners association. 21. All on-site utilities including electrical, cable TV and telephone shall be placed below ground. 22. All tracts, which are to be conveyed and maintained by the homeowners association, shall be conveyed to the homeowners association by plat. 23. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Code. 24. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity, or itself, from the application of such state legislation and nothing herein should be considered as such an exemption. 25. There shall be no access from the project to any public roads except at the approved locations shown on the plan. 26. Any damage caused to any public road as a result of the construction activities related to the project, shall be promptly be repaired by the Developer to the applicable government standards at the Developer's sole cost and expense. 27. A homeowners association will be created for maintenance and management of all common areas and facilities, unless otherwise noted. 28. The Towns of Westyn Bay will be a sub -association of the Westyn Bay Master Homeowners Association. The Westyn Bay recreation center and all of its facilities will be available for use by the residents of the Towns of Westyn Bay. On-site recreation areas within the Towns of Westyn Bay will be for the exclusive use of the residents of that community. 29. Pursuant to Ordinance No. 2001-18 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. 30. All building setbacks from all retention areas shall be 15 feet from top of bank. 31. The development will comply with Section 6-15 of the Ocoee Land Development Code. Where discrepancies occur between the PUD Land Use Plan and Section 6-15 of the LDC, the PUD Land Use Plan shall prevail. CONDITIONS OF APPROVAL 32. Intentionally Deleted 33. In the event gates are installed on the private roads the gates and subdivisions shall comply with Article VIII, Chapter 34 of the Orange County Code for gated communities as well as the amendments to that Article that may be enacted prior to the approval of the Preliminary Subdivision Plan. All references in said County Code Chapter to the "County" shall be deemed to refer to the "City" for purposes of this requirement. 34. Not withstanding the conveyance of the storm water retention pond to the homeowners 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 stormwater management system (SWMS), including all stormwater retention ponds, until such time as: (i) the entire SWMS for the project is constructed and appropriate certificates of completion issued by both the City and SJRWMD, (ii) the stormwater retention ponds intended to be conveyed to the home owners association have in fact been conveyed to the homeowners association, (iii) the homeowners 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 homeowners association acknowledging receipt of the Developer's proposed maintenance plan with respect to the SWMS and that the homeowners association is responsible for maintenance of the SWMS. 35. The Declaration of Covenants, Conditions and Restrictions for the subdivision (the "Declaration") shall contain a provision allowing the City of Ocoee the opportunity to levy, collect and enforce assessments for maintenance of the common areas should the homeowners association fail to do so or should the homeowners association fail to collect assessments at a level allowing for adequate maintenance of the common areas. These rights will be consistent with and limited to rights granted with Article VIII, Chapter 34 of the Orange County Code. 36. The Declaration shall to contain a provision granting the City of Ocoee the right, but not the obligation, to repair and maintain the stormwater system should the homeowners association fail to do so and seek reimbursement from the homeowners association, or from the Developer if (i) turnover of control of the members has not occurred, or (ii) if the Developer is still responsible for the maintenance of the stormwater system. These rights will be consistent with and limited to rights granted with Article VIII, Chapter 34 of the Orange County Code. 37. The Declaration shall provide that the homeowners association shall at all times be in good standing with the Florida Secretary of State. 38. The Declaration shall contain a provision that at the time of turnover of control of the homeowners association to the members, the Declarant shall deliver to the new Board of Directors the maintenance plan for the stormwater system accompanied by an engineer's certification that the stormwater system 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 Declarants expense and to post a cash bond with the homeowners association for the estimated cost of such corrective action. 39. The Declaration shall contain a provision that any amendment to any provision affecting the City of Ocoee requires the consent of the City of Ocoee in an instrument recorded with the amendment. 40. The Declaration shall contain a provision providing that the stormwater system will be transferred to a responsible operation and maintenance entity acceptable to the City of Ocoee in the event of the dissolution of the homeowners association and that if dissolution occurs without such approval then the City of Ocoee may continue to levy and collect assessments and impose liens with respect thereto notwithstanding the dissolution of the homeowners association. 41. The Declaration shall specifically provide that no property owned by the City of Ocoee or any other government entity within the subdivision shall be subject to assessments levied by the homeowners association. 42. Proposed Facilities within the recreation area Tract "F", shall be a pool, a cabana, and benches. 43. At all the corners and where otherwise applicable, sidewalks shall have access ramps constructed to accommodate those in wheelchairs and others who are physically challenged. 44. All screen walls, landscape buffers, all common area landscape improvements, as well as sidewalks along Ocoee -Apopka Road and Ocoee Crown Point Parkway, and along all other perimeter property lines shall be completed prior to issuance of the Certificate of Completion. 45. The landscape buffer tracts along Ocoee -Apopka Road and Ocoee Crown Point Parkway shall have, at a minimum, shade trees planted every 30 feet and shrubs planted along at least 25% of the length of the wall. Such landscaping shall include the same types of materials with the same pattern as was used along the Westyn Bay subdivision buffer wall adjacent to Ocoee Crown Point Parkway. The buffer wall shall be constructed at least 5 feet from the road right-of-way line. 46. Street trees shall be provided by the home builder at a rate of one tree per townhome unit prior to Certificate of Occupancy for each building. At least half of these street trees shall be shade trees, a minimum of 2" DBH and 10' tall at the time of planting. The remaining street trees shall be under -story trees as defined in the Land Development Code. 47. The plan shows available pad size for reference only. For each individual lot, the buildings shall not exceed 70% lot coverage and the total of all impervious surfaces shall not exceed 75 % lot coverage. 48. Street lights shall be installed by the Developer prior to Certificate of Completion at his expense and the cost to their operation will be assumed by the Developer in accordance with Ordinance No. 95-17. 49. All underground utilities shall comply with Ordinance No. 95-17, which requires pedestal -mounted utility boxes to be placed back off the street, no more than 5 feet forward of the front building setback line, on all residential lots which are less than 70 feet in width where the lot abuts the street right-of-way line. 50. All legal instruments, including but not limited to homeowners association documents such as articles of incorporation, bylaws, and declaration of covenants and restrictions, shall be provided to the City for review and approval prior to or at the time of platting all or a portion of the property. 51. The Declaration shall include language requiring that if trash cans are used at individual units, they shall be stored in the garage, but if they are stored outside the garage they shall be screened from view with a decorative fence and/of landscaping. 52. As per the Additional Conditions of Approval for the West Grove Preliminary Subdivision Plan (now known as Westyn Bay), the two interior lanes of Ocoee Crown Point Parkway from Westyn Bay Boulevard to Ocoee -Apopka Road (CR 437), and the required left turn lanes within Ocoee Crown Point Parkway at the subdivision entrance, together with the final designed north and southbound turn lanes from Ocoee Crown Point Boulevard onto Ocoee -Apopka Road, shall be completed by the Developer at the Developer's expense and accepted by the City prior to issuing the Certificate of Completion for the subdivision improvements, if such road improvements have not already been constructed and accepted by the City prior to that time. 53. All site lighting including parking lots and common areas will comply with the lighting standards in Section 6-14 of the Land Development Code, not to exceed the following illuminance levels - Average Illuminance in Foot Candles on the Ground: 2; Maximum Illuminace in Foot Candles on the Ground: 7. 54. The deed restrictions for the subdivision will include language requiring a 6' privacy fence on all three sides of any lot with an accessory structure, per Section 5-6b of the City of Ocoee Land Development Code. 55. The deed restrictions for the subdivision will include language requiring all lots with fencing to have a gated entrance along the rear lotline. 56. The deed restrictions for the subdivision will include language requiring limitations on the size and placement of accessory structures and privacy fences in certain rear yards. The rear yards of all lots backing up to Ocoee Crown Point Parkway shall not have any structures or accessory structures, including screen rooms, built any closer than 10 feet from the face of the buffer wall. 57. Accessory structures or rear yard fences on Lots 96-101 and 108- 118 shall be constructed with a minimum clearance of 10' from the adjacent subdivision wall. 58. Accessory structures shall maintain a minimum clearance of 20' between Lots 34, 35, 36, and 38, and between Lot 80 and 81. 59. In accordance with Additional Condition of Approval 8.2(a) from the West Groves Final Subdivision Plan for Phases 1, 2, and 3, the interior lanes of Ocoee -Crown Point Parkway will be constructed as shown on the referenced plans prior to the completion of a building on the Towns of Westyn Bay site. Waiver Table Code Section Citation Code Standard Proposed Standard Justification for Waiver Article VI, 6-9, c Open space within Allow open space within To credit buffering as Proposed Density setbacks not to be credited setbacks to be credited open space Provided Open Space (Excluding Tracts A, B, and C) toward minimum open toward minimum open 35' 2 -story Typical Lot Size space requirement space requirement 20' OR 6289, PG 4193 50' Building Setback 10' Building Setback For one-story COA #35 4.19 Ac. Building Pad maintenance building only 60. Developer shall submit a site lighting plan which includes Progress Energy's "Promenade" lightpole, recessed fixtures, and photometric design information, and the plan shall be approved by the City prior to issuance of a Certificate of Completion. Site Data Overall Site Total Land Area 18.335 Ac. Approved Zoning PUD Approved Land Use Designation High Density Residential Maximum Number of Units 172 Units Proposed Density 9.38 Units/Acre Required Open Space 5.50 Ac. (30%) Provided Open Space (Excluding Tracts A, B, and C) 6.59 Ac. (36%) Maximum Building Height 35' 2 -story Typical Lot Size 1,760 s.f. (22'x 80') Minimum Lot Frontage 20' Maximum Impervious Surface Area (Overall Site) 12.84 Ac. (70%) Proposed Impervious Surface Area Right-of-way (Roadways, Parking, Sidewalks) 4.19 Ac. Building Pad 3.98 Ac. Driveways 0.79 Ac Porches 0.51 Ac. Retention Ponds 1.19 Ac. Total Proposed Impervious Surface Area 10.65 Ac. (58%) Minimum Living Area 1,200 s.f. Maximum Building Coverage 5.5 Ac. (55%) Actual Building Coverage 3.91 Ac. (21 %) Property Setbacks North Property Line 50' East Property Line (Ocoee Apopka Road) 50' South Property Line (Ocoee- Crownpoint Parkway) 35' West Property Line 50' Minimum Building Setbacks on Lots Front 20' Side 0' Rear 15' Street Side (To Back of Sidewalk) 15' Retention Pond (Top of Bank) 15' Minimum Building Separation Requirements Side to Side 20' Side to Rear 30' Rear to Rear 50' Parking Required Spaces 387 (2.25/unit) Garage 172 Driveway 172 On Street 58 Total Parking 402 noLaconm"onsxa VI/i= C, `r",;, r'`/;, U rt (' 'a `= a , ; / tom [ / , _ l.. GEOMETRY DATA I I- I V ` ROAD H ROAD F B '`', `•, i� 6' MASONRY ALL � 2" PVC I ` G •-••-••-••-•--------..-•.••------- ;h description ------- •Curve Data Beginning chain F description 5 UILDIN ^``'�, Beginning chain A de .................................. -- SETBACK Curve C-7 USE HARDSC. PE PLANS FOR i' , Point 1 N 1,552,683.3819 E 478,540.1387 Sta 10+00.00 P.I. Station 37+77.83 N 1,552,869.1765 E 478,184.1941 Point 40 N 1,552,920.9273 E 478,735.3957 Sto 80+00.00 IRRIGATION I /, Dalto - 47• 38'33.89" (RT) I Course from 1 to PC C-1 N 10' 49' 51.05" E Dist 75.0952 Degree - 1541 51'12.45" Course from 40 to PC C-11 S 38• 18'10.80" E Dist 128.5099 ` 4 Tan grit 16.3354 I I WALL DESIGN AND LAYOUT ; i - --- I Curve Data LangIh - 30.7663 Curve Data I I { (SEE DETAIL Fj/1�2QN SHE--ET-H-2) - - I____._-_ - ---__.__�_. .----------. Rad)ua - 37.0000 .----------- ---_- 1 r--"�-� Curve C-1 External - 3.4456 Curve C-11 T~ 4 P.I. Station 11+21.73 N 1,552,802.9467 E 478,563.0138 'I ( Delta - 13. 18'02.83" CLT) Long Chord - 29.8876 P.I. Station 81+47.45 N 1552 805.2141E 478,826.7903 026 /' - ,4Station- 15 ) Degree 19' 28.18" P.C. 37 6d: Ord. 3.1521 1552 869.8968 E 478 200.5137 Delta Degree 4. 4° ' 51'"12.45 LT ------ = i Tan ant - 46.6381 gg P.T. on 37+92.26 N 1,552,880.7506 E 476,172.6665 Tagent - 18.9438 - Radius - 400 000Len 0 C.C. Baa N 1,552,906.8608 E 478,198.8822 Length 35.0162 t 1 1 _ k - S 87' 28' 21.96" W Radius 37.0000 Ahead - N 44° 53'04.15" W External - 4.5675 LonxtChord - 9278487 Chord Bear - N 681 42'21.10" W Long Chord - 33.7240 f _ MId. Ord. - 4.0656 --- --- --- _ Mad. Ord. - 2.6915 .I. r r T' I ' I 1 I I I L - P.C. Station 10+75.10 N 1,552,757.1394 E 478,554.2498 Course from PT C-7 to PC C-8 N 44• 53104.1511 W Dist 88.3132 P.C. Station 81+63.53 ,75 . Or N 11,552,806.0493 552,82 6 0 93 E 44 7888 45 7858 I I P.T. Station 11+67.95 N li�55 854 49145 E 478,561.0037 T C.C. N 1552,832.3034 E 478,161.3752 talion + 3.53 52,80. 4 r Curve Oat- C.C. N 1,552,843.0133 E 478,844.0942 Back • I'1 10' 49'51.05" E •----------• Bac ' " Ahead - N 2• 2B'11.78" W _ k - S 38 18 1 3.3 E Chord Bear - N 4. 10'49.64" E P.I. Station 39-04.95 ° N 1,552,960.5964 E 478,093.1420 Chord Bear - S 651 24153.70" E Ahead • N 87° 28'23.39" E Delta 66• 45'38.5911 (RT) Course from PT C-1 to 51 N 2• 31138.041- W Dist 36.2310 Degree 1541 51'12.45" Course from PT C-11 to 44 N 67• 28'23.39" E Dist 169.6223 Point N 85 7373 Tangent - 24.3788 l T / om E 4 9.4062 Sta 12 04.18 g - Point 44 N 3 5275 E 479,015.1728 Ste 83 33 1 R ....................................... _ 0 � � 1 552 8 78 55 Rodtus 37.0°00 1552 815 J _ � �,UMPS E External - 7.3094 (Z (p CO e_ �- \ Lon Chord _ - 40.7144 _ _ 1036 ` l 0.3457 i\ , L2 P.T. C.C. 1,552.983.21 73 E 478102.2256 _ _ ° ° - ' ROAD B 38.2 °rd• IJ I 1 = I I I Jl.............................................................................. E 478.136.5613 _ I ' I I P.C. Station a 57 N Bak N N 5 44 6 53304.15" W r, n ,? ". e z� Ail .,.r n, , : �; t,,, , - % -/ I I 1 Ahead N - N 21• 52'34.44" E '`t '\ Beginning chain 8 description Station 69 ��dR/t}y/�,�;./�d�,� _ / I ,:--,�-.� I-----• ��/'` �--�.•,,, I I I ''' �`` ChordBear N 1 30'14.86" /! I , I I 1032 1 `�T r ,l' '- 4 �,�,� ONED � �. � _, fii ,. /J Course from 5 to 50 N B7• 28 21.96 E Dist 638.9827 f i;i,f r, ,, ,`�:-/ r 1 I I I I f ' _ y ` t ''\ Course from PT C-8to27 N 21.1.52' 34.44" EW Dist 411.0681 GG /`r 1 1 I S2o I I I / ! ! ! ! / / l / / / ey 1 _I _ _ J _ - - L-. ` 'y ` 478,177.0°97 Ste 20+00.00 Point 27 N 1,553,364.6872 E 478,255.3908 Stu 43+34.75 --•-••••••••••••-•---•-- BegmmROng chain ADdescription _ Point 5 N 1,553,361.2277 E r �,. �J J _ 1/_ `"•°,.,Y, l.� _ppp�� - Curve Data ! - i!1 _ L / ..__' �3-�! ?) \ y I � Curve C-2 •----------.............................................................................. .. ..................................... it / - �- �7/L T ' / / '` `•, Point 50 N 1,553,389.4031 E 478,815.3709 Sta 26+38.98 Point 45 N 1,552,704.3940 E 478,958.3615 Sta 90+00.00 iT l) _ _ �, _ 1 - _ R \`,f P.I. Station 26+75.98 • N 1.553.3 91.034ti E 478,852.3349 Course from 45 to PC C-12 N 28• 19111.8411 E Dist 140.9205 035 r f9 T ; ' / / , . S', Delta _ 90•00'0.00" (RT) 6' MASONRY WALL -- /� 1-_ _L-_ _- T I I/' / / _ •- - -- _- ,, ! i 'A , Degree 154° 51' 12.45" Curve Data r / t s ! , r/ ` RL. dig USE - 358.1°195 ROAD C Curve C-12 7 /1 USE HARDSCAPE PLANS FOR / L 1 ,, I [ !/{ f I 1 i T I 1s 37.0000 P.I. Station 91 51.12 N 1,552,837.4243 E 479,028.0507 External - Low Beginning chain C de WALL DESIGN A D LAYOUT / ---� I a L / 1 ' / ' r / I �, Mid.Chor - 152.32 ...........................9...g.......... scnptlo:......................... - - / 1 n U2 U27 I 1 1 I r - Delta 30• 4B' 54.55" (LT) I I 1 Lon Chord 52.3259 / / 'i Degree 1541 51'12.45" D4jppe T .4 r L` �r-T I, 1 Pont 28 N 1,553,097.6891E 478,145.7818 Sta 50.00.00 Tan grit 10.1968 - t;"`: ^'�i z `F ,,,.�,cr. -- - �%�'o r�r"�� 'ori. >l +'°'� �"^".�''�r��°� �� , i P.C. Station 28+38.98 N 1,553,389.4031E 478,815.3709 Len g - 19.8996 M ♦♦! , I f,.✓ /rr a✓,r`7�,.'r."5!'(%i�r=2^.r''-.Lt.•✓tg.,�,�d3r..,�,°°�f`��,:.e, f�, gth ��++EE DETAIL F/ 2 ON SHEET H2 ,?/.J -r^'t,.,:`;,r �rr;,::� rr: rr,ff _ ::..:nom.._- ..., �- .l•_ - :. ,f ? I '` 1 1 P.T. Station 26+97.10 N 1553354.0706 E 478853.9684 Radtus (t7 I. ) P ¢��v .,.,_ - °rr �:r.,:• _+ •-'L �G'r- °�frG�%i ° `�rrrr :`rr,,,r�?yf;iEdr _ }.r'1r r;`,T..rr° ,r o° r�� Course from 28 to PC C-9 N B7• 28' 21.98" E Dist 348.8070 37.0000 I r r r rn 1i r. / Ar .f °✓ lf, t g..r r.. !e r.. ,,, E r: Re✓ C.C. N 1.553.352.4391 E 478,817.0024 `'✓ ,� ;: :,r'< l: %, ..-,. ;r: ,z .:,�:.;� r ;.i . ,:i -C 9.r�.£�: _e,,_. _ „lJ,.,,.,. ;., .,.:..:: 1:,... Fir.. i, ter, , .. r. cry �j,„`r�✓: /� - I I�1 1 External 1.3793 _c Back - N 87• 28' 21.041E Curve Data Lo Chord 19.8606 , i / /' !' C,- d _°oyl _ . f/ r ^fd Ahead - S 2° 31' 38.04" E •----------• Mid. Ord. 1.3298 �~ % , 43 ' I V _ ' - -1 ._:_ 5 T r �' J f o 0� °��F ` I ti Chord Bear - 5 47° 31'38.04" E P.C. Station 91+40.92 N 1,552,828.44110 E 479 023.2134 --� /yQ sl 42 I _ i 6i0 GJ / 62// 3 // �f�v. />, w / 1 I Curve C 9 a ♦ _ _ J Q , P.I. Station 53.85.81 N 1.553,108.7110 E 478,531.2136 P.T. Station 91+60.82 N 1552,847.6114 E 479,027.6068 / , Course from PT C-2 to PC C-3 S 2' 31' 38.°4" E Dist 135.0000 C.C. N 1,552,846.0006 E 478,990.6419 Delta - 90' 00' 00.00" (RT) t fy Curve Data 9 Chard Bear - N 12' 54' 44.56" E 2" PVC 1 + ^ l ♦/ - - 1 ' LL - / r + ND r I Back - N 28• 19'11.84" E +, U - - - •---------- Degree - 154• 51' 12.45" 1 r---_ CUT /� "•'-. !/ V � I , ,1 Tangent 37.0000 Ahead N 2° 29'42.71" W IRRIGATION / / 1 // Curve (-3 Length SB.,,95 j-., 1St Q , , 41 / / 4 4 �t` 1 I ! 5 / _� _ (0. 7 Ac., TOP F B ! ' ( I P.I. Station 28+69.10 N 1553,182.2379 E 478,861.5506 Rad us - 37.0000 8.1195 Course from PT C-12 t- 49 N 2° 29' 42.77" W Dist 53.5095 66 I 1 I Delta - 901 00' 00.00" (RT) External - 15.3259 Degree • - 154° 51112.4511 Long Chord - 52.3259 Tan Mid. Ord. - 10.8370 Point 49 N 1,5 1.0707E 479,025.2772 Sta 92+74.33 p gent 37.0000 'S0_: B lLDING 7¢3 35 Q 40 45 Length 58.1195 P.C. Station 53+48.81 N 1,553,107.0795 E 478,494.2496 -----------------•-•-----•----------------------•----•----------------------•- P.T. Station 54+06.93 N %553,071.7470 E 478,532.8451 _ IExternal C.C. N 1,553,070.1155 E 478.495.8811 _ a ma 37.0000 _ _ Back - N 87• 28'21.96" E t / \ \ \ / '7 I/ Mad. Ord. - 10.8370 Chord Bear - S 47• 31'38.04" E _. `t � 6/ I !f- ` Lon Chord - 52.3259 _ P.C. Station 28+32.10 N 1.553.219.2019 E 478,859.9192 SET AGK j , -`^ S15 i Ahead - S 2' 31' 38.04" E __ I• P.T. Station 28+90.22 N 1,553,180.6064 E 478.824.5866 Course from PT C-9 to 32 S 2• 31'38.04" E Dist 187.0000 4 6 I =5-_---. -= - - - - - ""_-. - I C.C. N 1,553,217.5704 E 478,822.9551 033 1 - - - - - 6� I- Back • S 21 31'35.04' E Point 32 N BLE -�__.-- P ' 1,552,884.9289 E 478,541.0907 Sta 55+93.93 y -- f8�?B -- ----'� I m Ahead - S 87• ze'z1.96" w TRA ATA TARE 52 _ - - - r q Chord Bear - S 42• 28' 21.96" w•------------------------•-----••--•---------....-.-----------•••----------... TRACT TRACT USE �`' , / \ ! ♦♦ I I I , ' 0% Course from PT C-3 to PC C-4 S 87' 28'21.96" W Dist 40.4671 135 --�'' PVC @0.30% _ - - --� - - ---- - - ----- ---- - - -I�� _ , •--------_ `-, D30 �. _, Curve Data Curve C-4 I P.I.Station 29+67.69 N 1553177.1906 E 478,747.1949 TRACT N _ I- 51 7 i? I-- �I Delta - 90� od'00.00" (LT) ESS RIGHT-OF-WAY 135'- 8" iPVC @0.30'/. ` / _ ROAD D ,l � � �� I �- egg " A UTILITY & AC -_ ' 154 �, , r - Beginning chain D description ' ' --- I POND �� 1 TRACT Cl I i Lengtht - 35811 5 B WALL TRACT � \ I / 1 �� ( ,`_+.-] Radius 37.0000.............................................................................. 1 C WALL TRACT T I I / External - 15.3259 Point 33 N 1,553,105.2972 E 478,476.5247 Ste 60+00.°0 12' GATE CONSISTING OF 522 ,- 1139 I I ,I I 50 / I ; Lon Chord - 52.3259 D RETENTION POND 1 - I 10 / f/ Mad. Ord. - 10.8370 Course from 33 to 34 N 2° 31'30.04" W Dist 267.8894 _ P.C. Station 29+30.69 N 1553 178.8221 E 478 784.1589 A 4 AND 8 SECTION. STA. 40+67.6, 127 O L T , I S18 - - 1 / / I P.T. Station 29+88.81 N 1,553,140.2266 E 478,748.8263 Point 34 N 1,553,373.9261 E 478.464.7123 Sta 62+67.89 E RETENTION POND �. I / ' �. _ _ �- - - C.C. Back N - 1S•5587' 28121 .96' W 478.785.7e04 ---•---•-•--------...•••-----------------------------------------•----••------ F RECREATION CENTER r__- I 49 I / Chord Bear • S 42• 28'21.96" 4 1N 4' SECTION TO BE USED , • ( � X38 / I I FOR PEDESTRIAN ACCESS TOP --10.3 I ' / _ _ _ - 049 D16 015 / IH OPEN SPACE LANDSCAPE INV. 103:;10 �jE> h j / I / ,1 I TRA TK Course from PT C-4 to PC C-5 S 21 31'38.04" E Dist 161.2189 ' INV. --105'00 !CSI I V3� 36 35 34 ' 3 32 31 30 29 48 ` / 014 1 ,1,� I OPEN SPACE LANDSCAPE / .. Curve Data � ROAD E J OPEN SPACE, LANDSCAPE -' \ 1 � P.I.. Station 31-58.31 N5 1.552,970.8914 E 478,756.3003 Delta 25• 13' 52.91" CRT) Beginning chain E description ® 10' ASPHALT SIDEWALK- ' / � I I I 1- �/ / 70 I 9 9 P K OPEN SPACE LANDSCAPE WALL -., / S5 De rggee - 154° 57'12.45".............................................................................. > > ^/ TRACT MM/ Len thnt 16.2937 Point 35 N 1,552,890.3507 E 478,663.9322 Sto 70+00.00 / 521 1 ' 1 1 I ' ' I /'i --- I g L OPEN SPACE LANDSCAPE 911 '- 8" PVC @0.30% J7 / 1 1 I I 1 RaE External -- 0.9154 ° Course from 35 to PC C-10 s 58° 35134.10" E Dist 188.6233 M OPEN SPACE, LANDSCAPE 71 I 1 I Lon Chord - 16.1624 Lung. _______-__ N OPEN SPACE LANDSCAPE 1 1 Mid.0.8933 • Curve Data I V � 036 1.1 ,,% P.C. Station 31+50.03 N 1,552,979.1645 E 478,755.9352 , _• _ _ ° _ - _ Q� J ._. _ -.. -- .- - - I P.T. Station 31+66.32 N 1,552,963.2520 E 478,753.1040 Curve C-10 I , �j - _.J_ _ _ _ _l- - ,,.-1..-' - -'- - \ D ' I 1�� C.C. N 1,552,977.5330 E 478,718.9712 P.I. Station 71+73.86 N 1,552,799.7470 E 478,812.3231 O OPEN SPACE, LANDSCAPE Ahead S 22° 42'14.87" W Degree - - 154. 5112.45" P OPEN SPACE LANDSCAPE - I 72 „ i ...-1 Back - S 21 31' 38.04" E Delta 16• 07'31.75" (LT) S ! 3 -- j /3s _ _I - si4 - _ - _ 1- -) �1(�- C TRACT A s13 \ , 114 - _ I 1 ge yL�j -Ir- Chord Bear - S 10° 05'.18.41" W Tangent 5.2413 ' r / \ i \ �- l j 1 Course from Pr c-5 t- PC C-6 s 22• 42'1487" W Dist 54.6010 R d'ug - 37.0000 Q OPEN SPACE, LANDSCAPE 1 I I 1 Lo ng. Chord - °io 3791 39+69.36, 127.0' L T I / 7 �- g SAN. MH. I / �s� I I I I I ' 113 i J 73 11 Mtd. Ord. - 0.3657 I I 1 I I I Q 1 I_ 1 ROAD A P.C. Station 71+68.62 N %552,802.4783 E 478807.8497 TOTAL OPEN SPACE 6.59 AC. TOP 109.2 I I I I I ( I 1 _ - - - _ - _ 1 P.T. Station 71+79.04 N 1552 798.3655 E 476 817.3791 / / I I ( I I ' ' I { I 1 I 017 1. I Curve Data C.C. N 1,552,8'34.0573 E 478,827.1'310 I I 1 Back • S 58• 35'34.10" E (EXCLUDING TRACTS A, B, C) ll� V. 104.70 j / 13 I 1 1 1 1 112 I I 1 curve C-6 Ahead - s 7a• 43'05.86" E t I P.I. Station 32+42.49 N 1552 892.9890 E 478.723.7064 Chord Bear - S 68• 39' 19.98" E 74 1 Delta 64• 45' 07.09" CRT) ' 223'- 8" I It. @0.30% ♦ 046 , 1 18 19 20 i 21 22 23 24 25 26 27 28 RACT --- I - 1 Degree - - 168. 31'07.20" Course from PT C-10 to 39 S 741 43'05.86" E Dist 171.3448 TRACTS A -Q WILL BE OWNED BY THE �_ `- ♦ T� - - - - - I a gent 640 1 Point 39 N 1,552,753.2050 E 478,982.6655 Sta 73+50.38 HOMEOWNERS ASSOCIATION ", �, ♦` / i' 2 s8 , I I 1 Ren th 38.4345 77 j ng r"i.3 I axe 34.0000.............................................................................. External - 6.2617 Long Chord 36.4205 ____ _ _ 1 Mid. Ord. - 5.2879 TA. 39+03.77, 66.4' L `F / i j - - - - I P.C. Station 32+20.92 N 1552 912.8820 E 478 732.0296 N. MH. /' ' ,`J1 / 3-1-- I / 1 P.T. Station 32+59.36 N 1,552,892.0382 E 478,702.1634 I C.C. N 1,552,926.0°51 E 478,700.6642 OP 107.8 //' i /' � \ � D37 ( I II 1 I I I I 1 I _ _ _ 1 `� 11Q I 76 � - 1 Mack - S 22• 42114. 87" W Ahead -S 87• 28'21.96" W I / -- ' - ; Chord Bear - S 55• 05'18.41" W 1111/. 104.03 (N) �� D X30 \ \ p S12 D38 TRACT L 4 1 D9 / Ij Course from PT C-6 to Pc C-7 S 87• 28' 21.96" W Dist 502.1382 r., V. 103.93 (S) _ _ I POOL 1 1 l f' 012 , - - ,�..�.. , ,,.. -- 1 I 'ss ° 2 PVC ONE STORY MAINTENANCE r ° -D ° I I I 1 , - 'i--`_ 11,_ �� / � I ° f !`_ °k•:rc= w�'r..-, 039 , I i I { I I I 5 -I'" ..- TRAC 1 � _"``--~- � ' y / �� 50' BUILDING IRRIGATION BUILDING !I SETBACK .+30/ �' � \ 047A i 11 i 2 PVC 6 I� C NA 4, ��. ,I i I RIGA ION - - -z7 �i A 12 11 10 9 - 8 " " -� ♦ DUMPSTER i 16 �15 14 13 /� � / 78 ' -~- .�� D1f TRACT K Of0 i '•� ' / .---', I I 1 1 1 i I 1 S9 e` TRACT K XI TING M ---- / Sf0 I ! - � o � , � ! _ � / USE H R SCAPE PLANS FOR 10 56 Xl � 43 + _i _ -- __ _ --------- D N --r- -,--__,_- ��--)----f �� ; 80 -I 86 - `� /`. ♦ I/1 WALL DESIGN AND LAYOUT I \ T - -I - S7 - /'' (SEE DETAIL E/H2 ON SHEET H2) �\ 3. ( GP) 40 ' T _ TRACT A p �� Sf 1 I I NG INLET i 019 -9 _ _ _ - - -� =� D8 �-9 / 87 -- - - -_ - I \ 81 82 83 84 85 1 T E EMOVED t f 1 D20 I I I , 88 % / T jj �\ IS IN STORM LINE U OVED D2 �; 1 11� cr `v N O °' °° ° `� °oN (Z N N N 2 N I 0 / , ' \ / / i/ % 120' ROW PO D N N N Z' U 0' W LL GATED i 10 LL �0 Q h \ - J---- I- - - - _�` - L -t- / ♦ % �- I I XIST NG MH'',;, ` �` ;' i ASE ENT I Q ENTRY I / MEN �` 2 - S3 D1 .♦ / I + j � ------ I I �� 0�` /� D7 S4 � -10846 + ' T C D { _ 1 _ I I I �. ^� / T 1 90 Al LOCATION OF SPRINT ,� r ! � � 1 I L � 1 1 I _ � 0 , RgCT � _ t , r - \�� ! 1 I I 1 _--� �% / '` i / q �' _ y / T ' PAIR GAIN SITE 91 r, ^.<<1 - 1r �, ! . ` D3 �� , , , l l s40 / ,��' 50' BUILDING V, !j, _ ♦ / S�92 \`. s °` f I 1T f �' _- _ - - '/' // SETBACK -� -` / ExistingContour ' 35' BUILDING PROJECT SIGNAGE �� 4.^ SETBACK (SEE DETAIL SHEET H2) - _ cT�1 A2 12"/ ("'--•. �'�------- Existing Right -of -Way 10 i +tip EXISTING 9 :`:✓�- F %'`''` , "--' 5' SIDEWALK (TYP)' ac' -- - ' t i j , , y _ 1--------- - WA / 2" PVC�•-- `,1 i �� ,, = Jam_ -�- o ® y' 95 �` - - Existing Sewer with Manhole ,r / , moi" -� ; IRRIGATION =TT_ - �_ t - �� / / ..7 -k f��) _._! 1st_ , „ -�.- �.i -T -- _ �TRA`i �,'� � � ; T O USEHARD&APEPLANS± OR OCOEE CROWN POINT PARKWAY / j--�_c�, EXISTING 10 `�___~_"4 r �� , 1 --------- Proposed Right -of -Way l :1 REUSE LINE --DESIGN AND LAYOJTIiE - ---_�_ - = �_ / ;_ _ _ _ _ / Proposed Water with Fire Hydrant EE DETAIL E/H2 ON SHEE H2) _ _.-. ��-� ==- �_ _ - ~- 74 5 SIDEWALK (TYP) �_T_�/ - J``�� ----- } 1% _ p y ,. v�l^}t tLy, %� '`->� .,J rJ�, ,...% I I_. ---��J .-.�--- "----__--_ '-=�-_-`••~,: - 1 f `--�.�/`--�`-`; _----��_ �♦♦` �i► � / / � �7 , T `�`-__% ,`' / r. \�= i -'T yam'' it � __-"`,��"'"LL--rr y)+1, J -- �---_--- -�^ ��- If'� - _--„_�� `"`' - _♦�� ' / / / T T Proposed Sewer with Manhole 100 ROW / � t j NOTE USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. 120'ROw 7--'�' �' T ---- �`= i`` �' �� '' =T =`kik ,�� p Proposed Storm with Inlet __ e - _ Existing Sanitary Sewer REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING - '��'o -=-~ CITY OFocoEE �' f;'�E�a:;- � `�`�� ``"- _-T � SIGN EASEMENT ANY LIGHTING ALONG THE PERIMETER OF THE �- Proposed Sidewalk (Developer) NOTE: SERVICES (PHONE: 407-423-0504) SITE SHINING ON THE BUFFER WALL, LANDSCAPING ------ Tract Boundary _ �``'-�- _ 1,.,- r OR SIGNAGE, MUST BE SHIELDED AND SCREENED , a % WITH SHRUBS TO ELIMINATE GLARE. ~ ~ '` ` SURVEYING AND BOUNDARY DATA BASED = Surface Water ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) FIELD: CltyofOcoee Florida N 11-18-04 JCS WALL LOCATION ADJUSTED, SIDEWALK AND GATE ADJUSTED, POND ADJUSTED to 11-02-04 JCS ADJUSTMENT IN WATERLINE LOCATION, ENTIRE SITE CADD BY: JCS GTC Engineering Copp®sof on OVERALL SUBDIVISION PLAN EXISTING OVERHEAD WIRES BARBED WIRE FENCE AND o 10-08-oa JCS REVISED S4, S7, S11, AND S,2. ADDED WATERLINE, 2 -INCH IRRIGATION LINE, S4A, S4B, S4C, AND S4D 08-30-04 JCS FENCE LOCATION REVISED ® CHECKED BY. CLC 8' DISTRIBUTION EASEMENT WILL B E REMOVED O R ,ELIMINATED W Certifrcate of Authorization 98 South Semoran Blvd, Orlando, FL 3x807 + � 06-29-oa JCS REV BUILDING LOCATIONQ, REV D9, 14-15, 16-21, 25, 42, 43, 47A, 48, 49 DESIGNED BY: JCS Number 6758 407-380-0402 TOWNS OF WESTYN BAY �� q PRIOR TO BEGINNING CONSTRUCTION. 06-29-04 JCS REV POND 10 AND 20, DEL 013, 22-24, MOVED PARKING SPACES � � )� � l 6-)�,R 0 2 2005 DATE BY DESCRIPTION ClaudeP.E. Number 35490 E SCALE: 1"=50' DATE 7 -8-03 JOB NUMBER HBL-9 SHEET 3 of 13 HBL90VL.dgn (,� '� � ; ( � � yrs { � � ,---- --, I _ `', �,- I '•i � J jj 1 tE� •l { ((^ r^j 112.6 I ( fru I 111.0 I 111.8 } { I I 110.9 110.9 110.9 _------ �..- - - \\ l - - ac ?n 110.3 110.0 _�_�_�--�-�- cyan ?•�\� / ----i - - ; -110:8- ce 4 : ,io.co - _ - _ - - r °\ 110.9 I f,•, y_� 026 110 _ _ - 0.68Ac. \MW �� • p 3? I i - '; T.-...� - - j• - - - - r� =111• _.{y ��._-- f - - t `•,.ti 110.0 `- - _ - _ - _ i _ - _MW ;z.<;\\ / i 11 i 0.55Ac. = uut -�- _ _?_ _ T _ --I - ?_- - -r j !: \\�\ �_ _ \ I 1%111.0 -Mw- ; ' -"y 1131 _ _�_ __ _ - - - --1----, r- T_1---�- I I I ' ' ' ~ I. >`�yo' T- r - j - - I I I I 7j33 I 113.90 I 1' __ I ' ' 110.6 1 r - - -1- i I I z"t I i 1113.30 ' ' ',) C Ln �O / ! r -I --- I I I 1 ° f -' o N / 11j5.60t .l. I , ., "' r� � - / � ��`.,'-� . -•"�='' ff � � � � � � � � � `�' " � � (IIIIIIII IIIIIIIIIIIIIflNIIll IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111IIIIIIIIIII ',i I _�, / � C/ � � .� IIIIIIIIIIIIIIIIIIII�IIIINIIIII UIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIINIIIIIIIIIIIIIIII181111111IIIIIVIIIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIII FF - rrS90 I T s=iiiillai {I%IIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIII_ 1 I I IIIIIIIIIIIIIIIIIIII IIIIII1111111111111111111 (IIII' II1 ITII'IIIIIIIIII'III r I1I r /1' 5 11390 110.2 0. C. 0F.F. 0./ 1,460 1`4 07 O.15A 114.1 / 113.6 ' 109.7 % / '��R- D � 1 D- 1097 1= = = /� Q�y?--L---'----1 -- - ;-06.00, l i' /` io = =yF•- } _ g,97dc _LP1111.86 - -D-� 113.19 sTIA 3 112.0"LT D i._-'--- �_ -- T YPE YARD DRAI/V It 113.10 112.9 035 = _ - r HP 1,40 , - % hz; 0 r 112.71 J---'--- - \\o ss = \-6 = TOP` 109.7 m9 - 112.3 \\ 1 7 1 /h p cr E 1� rr: O.L. Q\\\\O\\\\ ii - .1B 112 0 111 \\\\ ( « I - INV. 107.23 / o\ .112.37 / 112.67 i 12.7 i.; I I F.F. I 1> `` 1 =11295 p \\ \ Q = - \\\\\\\\\\ 5 14 ' ao.. !_ I ` / /!13.60 = \\\\ _ 0 501 _ I 114.1 1 I 1 ' `sol 360 ' , 5111111111111111111111111111111111111111 117(' '�rHfHj = 3,20 •16 _ OQ\Lp\ N 114 4- 11 : i" _� � s 11 1 �', t I , /l / MW IIIIIIfIIIllllllll - \\ ,,m 1 to S' } h 113.60 IIIIIIIIIIII 41II IIIIIII)14 ,o I N 56 j I / 1 - I '1 _ :�,. 1 (III IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIiIIIIIIIIIIV �V IIIII{II� If((II(((I( I) f111118ftf 1 : i. is ty ti / I 15' Rear Yard Maximum Size 10'x 13' Porch 10' 15' From back of sidewalk One Car Garage Private Right -of -Way 4' Sidewalk 20' Front Yard TYPICAL LOT (I MPERV. 449o) .• I / \ 1Q /` 1`3.20 I 43 = I - -1-4 /� / S n / - - \,_ IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIII IIIIII IIII'fII(I(((I(i}� 1111111HfIINI( II IIIIIIIIIIIIIIIII 63 l- I = 115.1 I i J h ,/ 42 7 F-- _ ,AD3i -'1 _ 1 ;57 _5_8 59" moo` 61 62 , ;' } Lot Coverage Data i � / I @. 48/. 1 = 55 I a ' )360 ' _ _ / I -' i r / e / = 1 = J o ,,.a f� . = I It b Total Lot Area 1 760 s.f. 169 -j: -12 --ADS @ 0.30% / 1st f J ' 44 = 1 I - '�- _ _ 113.6 1 I I __y�_-I 66 = I i I l o ' -- 'it , i --- _ _ Maximum Lot Coverage 1,232 s. f. (709/6) ' , ,ham FF / I - F.F. `ti i 1 54 Typical Lot Coverage 990 s.f. (56%) 113.7 / , 114.6 I = --I I = 1 1 i 0 FF ¢3 / 45 = ] - 67 = , Maximum Impervous Surfaces 1,320 s.f. (75/) 7 ' _ _=', _ I _ I _ , Typical Impervious Surfaces 1,320 s.f. (75%) 40 _ 1I i I _ 109.7 %(/ / h 114.1 ` ` .`',. _ Z 112.Oi - - _ 1 - - _ _ D-45 , 11� y //l/l/r�/l//r/l ''�2 I _ _ 46 = __ --407-------- --112.00 - 39 TA. 1+75.31, 103. jl' e Z 7� - - 1 STA. 41+ 9pf' L T / r'i/l/ilU/i/q/i//_ - - - - _ --_IIIIIIJIIII�!)III IUIIIIIIIItunit II u(1 ulutlt I I�IUBIIn 11I1I(INf(jl TYPE P-7. i t It �,� YP YARD DRAIN I = t O 115.0 = 52 / 1 / l TOP 111. D( i J 1¢7 113.20 %o O 112. D 1 _ I = _ '- = N I 1- 3°% I>is 47 = r>�!>o -- J - --- - I 030 I ' 69 INV. 106.72 h o, IN /. 106.50 i _ �o = = 1 - ; z -- -._T.-- w�¢ 0.44Ac.�4 �, � �l h, .41Ac O,, 0.79Ac_ f` 109.6 / i% 1`�9 �,a� "`, ,5 I 1 1 I E _ ° 5 _ 1 015 // •{ _ 1 ,j/� 1 /'r NOTE: ALL YARD DRAINS TO BE �0' UTILIT'4 _ _ 18 NYLOPLAST/ADS DRAIN BASINS GENERAL LEGEND r-., / l' ENS I D4 -'` - T - I j OR APPROVED EQUAL, WITH J r f. 138 37 36 35 34 33� 32 31 30 = 29 = 49 I / 113.31 113.52 AillI_ - / (' \ 113.60 \ IIIIIIIIIIIIIIIIBp IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIpII IIIIIIIIIIIIIIIIIII (IIIIIIII ItiHill 111111111111111111111 IIIIIIIIIIIIIIIIIIII IIII1111111111111 - - = I Pond 10 / I 0.93Ac. 1 CONCRETE COLLAR. g _ '-- Existing Contour � / I PROPERTY J \ 13, °° \\\\\\*V1 F ��%mss? ^_ �_ __ 48 07.0 /r . - - » 1 / BOUNDARY / h \\\ 115. ° M _ r, ¢ I --------- Proposed Right -of -Way i _ ,,/ + / 13. \\\ I I I ✓i'// I . t,•, \� 4 50 114 016 --2�14hr1-tQ'�#"' - � 10 �� io i , i I3 r ,169 12 ADS 0.30% / / \o\\\ }DAc, LI/I 1 , I �I \0 13.6 048 20" UTIL TY �� 0.9j.EASEME T ! 113.so\/ _ 4� Proposed Storm with Inlet r/ \� •8 113. /i/�� 1 �; I I s I D-46 / I .:; ,I o°\°000 ., r"iii/o/o/ -�.00° ,3 °'''%, 71 STA. 39+68.0 112.CL'T i / + s r/ \\\\\\\\ - 11 .3s __ _'fii o�°�_ _�>,� 's y _ �IHIIN44I -- = i -' / / 0.17Ac. Drainage Area / h� 1 HP 114.12 1-_ -I_ _- - co ASO >> .,• o ¢ I _ - - -f-- !13.63 y• J I O A8-18 TYPE YARD QRAII(l i i i Biqa/ \\ �I ''_ )----I 1!3,78 �'; W ' -114 72 TOP 109.0 114.3 W J 1 I / Soil Boring IN 106.21Gil 1os.2 D _ _ - _ _ - / - D-12 i'`~ " / • , l �' �i I ..j = 1 ,�a�1s I .= 113 1 115.2 I I 86 - ..415 RCS' @ 0.30% / i 13 _ _ -3 - - STA. 31+43.31, 112.0' L T "i o , g j I 1 _t 1 ' I _ -11� I I f 73 = 1 I / T YPE YARD DRAIN � - � - � - Silt Fence I I 1 I FF i TOP 112.2 % ;xy;: ^ I I I 115.5 = H15• m �' _ - = I 1 /NV. 108.57 lSJ' oaoollllllllllllllll000llll Drainage Divide ,'''�-47 •rsassl /x ,' '115.00 112 FF _ ' 1 I ' `3 �% 24 25= 26 27 28 1 •0-- D 7 _ I 115.2 I 74 _ I 1 / INV. 106.00 �tJ T� 39+13.58, 11`i? 7 L T 1 •�'; / , _ TYPE P-7 MH 1'' . ' ''' h �' 21 22 23 = 1g - _ _ - - _ _ { _ �, \� 18 19 2D (IIIIIIII IIIIIIIIIIIplpppl IIIIIIIIIIIIIIIIBfifl IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIItIIpIIII IIIIIIIIIIIIIIIppp IIIII IIIII IIIIIIIIIIIIII IIIIIIIIIIIIIfIllllll o - (- _ _ _ - 1 /, i- 'OP 109.2 i \ „ ; , �rJ - - - i I I 63 - 12 ADS 1 @ 1.87% Proposed Sidewalk (Developer) roI U111U111111 IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIf1101111IIIIIIIItIIIIItIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIIIII `�-IIAIV- 105.95 _ 1 _ 2 - _N_ _ 1 = ' .^ 111 = I _ I 98.02 ,*' " ,' ,h, �/iJ�ri//r` _ ; >is° j--- _ rn ar er si�`� -- _ --' 75 =_ I --j i / D- �� 1 • 115.90 Proposed Spot Elevation ° I = ro _ / _ = I = 3 �;uuo1111 = 1 - I I I STA. 80+8 03, 119.J'LT T 0-10 _ _ I I / TYPE YARD, DRAIN STA. 92+49.31 ,12.0' L T 56'- 15" RCP @ 0.30% �+ / 3 115• - _ _ „3 _ - F /' I /' h , � r////ria//r •• _ _ - - _ _ - 110 091 O / � � , �° . •sl 76 .. � I � TOP 113.5 TYPE YARD D DRAIN / r a 037 6 C 0J 19AC. _ INV. 109.75 'I. R �,a r D 4 7A i . . 6 c ry ti ® INV. 5 Z _- s - �w+- 0.56Ac. 4.5 • I 11 B = 4 '� = I /' �r »�) y �g� I l TOP 113.5 l INV.+ 110. n; h - �7 113 11 = 1 M INV. 110.24 I I*G pp STA. 39 03.6 150.8 L T+. I I 109 4 ` _ TYPE MES 4 1 ,, 6�'C. n3.sa ri/�iir 4' --- --- 038 �----r - I _ 1 '_ _ 'O --' I03 a p5 D39 _ - - 11 _ _ r-' r- _ _ _ I 1 i - - ° _ , O� /'` / r"sn I + ft ' �I ��}_ AY.R 11r`4EiiJG INV. 97.0 I r f I , I - 11 < ¢ _ , \ I . �.7] i 1 zI �v `.,`. 5 = DECLG-BCEV. 115.7 s MW r j /' >,¢ I :3 < 116.72 O = 2 = __ > o \ ! „. 1 131- 12 ADS @ 0..37% t" ca 90 LF // r (,' /i ,� 31160 ti I 520A, ' _ I 5 0 ® I _ A� ® >g - Mh \ 9 ,I , // ',, „ lr - 11 /'911 / 'Y \ 1 I 515 i'iU':SS9 :S S.]3 :itto Piv'' ., m, ,y UNDERD DIA, - - _ 6" C O. _ s = a ° / sr: \ / T °,ifd • ,1} „ _ _ . _ - - - - \�\ GR bac _ @ 9 8 ;,7 1 6 = ! 114, s FF. •,1 = ,_ /,, 77 _�_�_�-� ---- 0.1% 17 10 INV. 12.3 LG3 O �' \ �� \\\\ / @ . •s � �e1 \ IIIIBIIIIIIIIIIflIII� � ¢ ,- 116.0 __ :--_ � _ i� � .�,,, I -.- � _ � - � - � - +�- �,r4L`IPI \\\\\\\ �" - - /// ro - Illlllllll lllllllflllllllll 1 \\\ - - - 1 \�jggp \\ \�L\\ •pj�� I \ zssf.zt�.sl ,..1 _ - 5. =1= - 78 h 0.33Ac. .20 i s III illlil I(�l}I I{Il�ill►III F.F. '/� \\\ 11 3 = \ - � DSL �• %\� i'� ® � \'Y� _ � /i \\\ <-xm-=--w1n--' y � �.. o ° �n /C'• Q. / / �-' , _ /, ❑ \ S ///// �` F.F. � O\ - • �cc ^ \\ T� •E • , `'�:, \;•. , \ /. -../., � � / `;\ ? '• ®_ :.: ,. ,._.. • ' a ^ ^ '1 11 ' � \ / 15 4 � \\ O.12Ac. �i s • ,:a.cr> � 1 ) \\\ tf ,.5i_ •/ 'aa `•;, ,::� 106.11 : , r.`,r •.:-J // J/// ;h,.. •..� 5,Q0 // .Q I I :#as 5.2 - b h, = 1 ! 73. 11 �/ \\\\\\ r=' _- °' O b-_.._"' / •'.;'1 :�:Fl i / o i' •` l' 1 , .. `. \ ' \ �// \ .' .;, ! -' z s1 ,,, ,;,. ,¢ 4 92 / ..: .;/ 79 \�\\\\ - - - - �_ � I ^O ` 75.60 � /i \\ 9 f 115.80 1 0' \\\ O. % 15 L cI 6" VC @ 10.1% I 3441 LF 6 UNDRDRAI�V @ 016/. I 8 11 /i///// , - ^� = 11 63 \ D - 4 / 11 I I I '\0\\O 1,k'/ I I I I 115.60' _ i - = 11 , J ce 0 114. 8 114 59 114.Sq 0 11h? 4 �� F'' /i p00 -- 115.60 p = I I/ j / /I 11 '\-02 20 STA..15, j4 YP ME 114. 14.¢0 _ _�_ --- --I/c -r- �iiiii �� % $ -' 86 = I / , / fz- �' \\', ��80 LFA 6" UTVDERDIN �\� p 11 4.55 �`n \ o '� 81 82 83 84 5 - _ _ _ r, i ��' tEI 1I T z(1, \, l ERD l %, ` _ 40 R-2 f - @ Z31% 114.6 �£ \H / ,��9 ��// - = I // '\ f. � - ', 1.31Ac. " 'R D8 4.18 %. IIIIIIIIIII IIIINIIIIIIIIIIIIIII III{IIIIAllp1p11 I ! ' I ,r:, \`;•..', \,\ ` I p�, '• �� •,r �\ 11%f1111111111flIVlllllllllllllllllllllfllllll11111I1IIIIIIIIIIIIIIIIIII IIIIIIII = FF � , i Pon L 6 i A 1x3.04 - 87 \ NVVL 102.0 U ER A 6 /, '/,,� ` 1 113.26 - , - _ - - - - � , ' 90 11h 1 A _ _ - -I / y ;`t r U ER Al o - I - _ O `� 115.6 y' _ = E � \ % 25 r24hr 105.9 \ / _ 6 ► C. O. - .� t15.60 _ _ �. / ..0 1os89� �;_. Y \ I I 1 111111 I . I _ / O.48AC. ! r� 14'` S a . �. ;,: I . O 114.04 `\ :x; - 1 1 ` 100 r24hr 106.3 6 - C @ 1% I I - I @ 6 C.O. 6 C.O. .32AC o Ry�9 g g I F.F. , I y. 88 = / 1 r> \ Y 0 I 15 L I 6 P IO j 447F 6 IUNDEfDRA/N 0.2: f-• .. = O 1 \ f 1 I 1 INV 1 .8 `\ 113.94 'srNe' is 1 1 116.1 I I 1 �h' -W I I I ' `,I G;ds.,<;s , ' �'�y��r % I, _ , �.o,", .•,,� .``,, ,.' h 107 26" CROSYALK', S 3 79.28 216.8 LIT 0 \,2 '1if78• �\ 11 .68 >> >3.�•. L _ - _L,0_ - L _- -_n ,/�a�, � 0 l 2 \� .5 STRUC TORE R_1 ,5Ji - 5/0SEE LANDSCAjEPF�ORDE /AL f 1 - - _ 116.50 1161010 'D 1 T ( 113.80 14.68•\ LOQ -ROAD � 7j F r. i- "- / _x17 • Lf'O6� F 6" DERD AlN /i//i/i0� 6 x!4.07 114.4 114 s7 y/i �\ o , 114. , r' 7- A �Yn�a _ U. //I- iiii / Jia ri iii o (j%:,j,y. 0. ) - I 1 ' L - hk 1 1 ' ' I If}<IIIItIIIfI4HIIliN u11IIuu1 , 1 @ 0. ^ �/ /i�/iiiiii 'y i ss \\\o\\o\\\\ •, rirs.lo i i / 91+45.12 11 9' RTiIH4HIH4fIN4fI1NNIH4Hlfff4 :. l I I�HIfNf1lHfNfHNIfHH+IO.33AC. // /�-/`/ j�tX- >,�PE YARD /� 0 f �J '``: ', \P-INfNIHHN8II�4flNNIINNIylflllINHNfIFF{ffRNl Yr o , l� � � �_ \ \ �'t � 116.6 /ilio/iiiiio/iiiii, 0� //' / �l .SEs �»•a..:R h � /a/ii/aaii .� r•.// / �/ " r r y'OP 114.4 f ' C`• \ �, . - 1.O. /, ilii \ 11 i. of / `/,fNV. 110.50 o _ - - •-•----- - - i \ -_ 47 L 6 U DRA/N /iiiii '\ l ras �\ ,° •. / ..; 1 „ 1 f 0 • 1 _ 6 115.45 / / x' / pp 6 C. ' 113• _ • \- _ /?. / / 5 1 / / ..,x1 \ - _ 2'0' INV. 1 0.5 6 C. 0. r r l = rr1 - - �t /iii O l l _ / / 1 ADS @ 0.3 % P -_ �0 - __ l -_ ai - 92� / F:`', \\ +.': :, / i i P --- / , - _ ® - - IIIII / / O / / / •, ; s ', ` 1 - -@ Q. 60/. __ ,� I 7N lf-N1 EJ titi l - _ / IIIII O.2 C. / L -'�=-__---- ~� �1^-1-�__'_ �� `` _�` / lllllllllllllllll � \ 15.45 'y'4 �� 93 J 150 /1/llllllllrlllll � � � � F.F. / 11x1 / _--`�`._------ SEE LANDSCAPE �r `'ffia i 1 /� h 116.6 / f111:;r7E „e , Jy ,,,,, , PLANS FOR PAVER DETAIL 115.45 1//l/p �V •,..� '. , , �;tr ••� G •:;kin �;41_�_, � r_ � i � SFr: � � i / 112• ) \\ �� ra---�` ,� � ,yy�� ` \� �. / F.F. lllllllllllllllll h ' h' � � \ //,/ �1 .8 7r.,�.,•,;E: �rsrs _ `'c� % ,t 1,W,x;s._ -d: '•.,;, •.tr �,� I I ./ I I Og(`- ""rAfj `► �\ / 1/ 116.0 / /// 'h �h • 94 s3•'.rt'2• FJ,�, ,y., , - •► /// h' /// _ i 16.50 .•:/ 'i ,cz kJ t+ \, r,.',.'\� _ e'?a 17 Qin �'Aei, �ss ' /`�� N1Bj ,i-'' ' 6 i.. 0. '�-� ,/// 1 .2E 4`t a / I - _ 57� 115.45//0// 1 9 �J S INV. 110.0 � � _ .� `•L- l _ //�\ / ' ' Y`t , Q a'ri ` I ._`r� ( 1 J�`00 128 - �2"`A� 7/ _ \ l ' -'l 0.27lic. ,1 a��,�11nIIllullulullumnlluml / J - f � / / / ' ___ __ E 11alq �/ 1 1"OSTING 24" FRCP \ 1 i '`�, l '; ,`` i ,' ��- - _ -- - =_= "= - L `- � _ - - , + f /� / - D-5 � I� / /" ' / T U 90 00.46 11 �'R1 %( r 1 10927 / J / „l i fy .;�. -_-' _ _ S�"A:-711_'�J��r,84 129.0' RT '`----; � --- � uN�_�� f�� E YARD ORA r7, J/ L' /10 $ , oYU' 1 = ,�, `r'=, -- = ,'t TYPE YAf'i D -D. RAI _ jfll / / T ' P 115.2 135' RO W { y 1� f? STA. 71 76.1, 99`x, -7R= - _ / !/ V. 109.92 TOP 114.3 `'_- - _ TYPE YARD DRAIN `'_` .. _ �`'-`-' _ - 0, f INV. 109.73 1�TOP 114.8 1`` 10 , ROW % 7 a��I� 109.26 /} / iC120'ROW-- -_ 110 -t2/ A� S - _ - L j` - 1 / lil 27 �'T�AI. 89+63.46, 31.8' R T - = TYPE-YA_RD DRAIN w t r E NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. ~�' ' ,> _ _ �' = TDP 114.0 - INV. 109.59 , .,- n-5,DO 2 REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING - 89'- 12" ADS @ 0.371 01.44-05 JCS POOL REVISED SERVICES (PHONE : 407-423-0504) 11-18-04 JCS WALL LOCATION ADJUSTED, SIDEWALK REVISED, POND REVISED ® FIELD: City of Ocoee N 10-08-04 JCS ADDED ADDITIONAL SPOT ELEVATIONS ALONG ROAD E AND F, ADDED 10' UTILITY EASEMENT, AND 20' UTILITY EASEMENT rn 08.30.04 JCS FENCE LOCATION REVISED A CADD BY: JCS QQ ]•N %� •/'j % PLAN DATA BASED z 07-2204 JCS ADDED 6INCHUNDERDRAINTOPOND 20 GTC Engineering Cvrp®r�a tio' n GRADING SURVEYING A N D BOUNDARY o 06-29-04 JCS REV BUILDING LOCATION REV D9,14-15, 11121, 25, 42, 43, 47A, 48, 49 cn CHECKED BY: CLC O N INFORMATION PROVIDED BY 06-29-04 JCS REV POND 10 AND 20, DEL OO 22-24, MOVED 17, REV SPACES m 01-18-05 JCS REV PAD AND FINISHED FLOOR ELEV. LOTS 7-17, REV STRUCTURE TOPS 019, 040, 041, 037, 036, 510, S11, S12 Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807TOWNS OF WE STY N BAY DESIGNED BY- JCS Number 6758 407-380-0402 SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) Claude L.Cassagn"rP.E. j 441-2 201 SCALE: 111=50' P.E. Number 35490 DATE 7 -8-03 JOB NUMBER HBL-9 SHEET 4 of 13 HBL9GRA.dgn PEDESTRIAN CROS Pl 4LK 12" WHITE STRIPE I(TIYP) P.I. EQUATION STA. 10+00.00 Road H= STA. 15+68.78 Ocoee Crown Point Pkwy 1- 12"x 8" —j --_L A. RADIUS= 14.33' B. RADIUS= 6.33' & 35' R ( T YP) See Sheet 6 for continuation Uv— W11A-2 20'-16" STEEL CASING& TYPE 'A' CURB 131'-8" PVC WATER MAIN TYPE 'F' CURB PEDESTRIAN CROSSWALK 12" WHITE STRIPE (TYP) 4' SIDEWAL K (T YP) C 00.0 �4- CU a) U) C O O O U U) .0- S9) P.I. EQUATION STA. 12+04.18 Road H= STA. 34+02.25 Road A 3- 8" GATE VAL VE 1- 8"x8" TEE P.I. EQUATION STA. 90+55.45 Road G= STA. 73+50.38 Road E 101'-8" PVC 00.30% 43'-4" PVC WATER MAIN 58'-4" PVC WATER MAIN 1- 2" B. 0. VAL VE &2JTEA '" W S2 STA. 9022.00, 7.5'R T se SAN. MH. _ 101 4, 4'SIDEWALK CTYPJ00 , 97 95 94 , 93 92 '9 90 i S2 8. 88 87 86 STA. 91+22.62, 7.5'RT SAN. MH. Road G 3- 4 " GATE VALVE 1- 4"x4" TEE P.I. EQUATION STA. 91+23.97 Road G= STA. 83+33.15 Road F 72'-8" PVC @0.83% 88'-4" PVC WATER MAIN i —J - '-- 1- 2" B. 0. VAL VE S1 STA. 91+92.57, 7.5' RT SAN. MH. , LOCATION MAP GENERAL LEGEND – _ Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way '7— Proposed Storm with Inlet 0.4 Proposed Water System ! r� EXISTING 10" PVC REUSE MAIN EXISTING 12" PVC WATER MAIN EXISTING 12" GATE VAL VE 1- 10"x 6" REDUCER REUSE MAIN MASTER METER (SEESHEET 11 AND 12 FOR IRRIGATION PLANS) A2 TYPE 'A' CURB &2" PVC IRRIGATION LINE A. RADIUS= 14.33' B. RADIUS= 6.33' & 35' R ( T YP) See Sheet 6 for continuation Uv— W11A-2 20'-16" STEEL CASING& TYPE 'A' CURB 131'-8" PVC WATER MAIN TYPE 'F' CURB PEDESTRIAN CROSSWALK 12" WHITE STRIPE (TYP) 4' SIDEWAL K (T YP) C 00.0 �4- CU a) U) C O O O U U) .0- S9) P.I. EQUATION STA. 12+04.18 Road H= STA. 34+02.25 Road A 3- 8" GATE VAL VE 1- 8"x8" TEE P.I. EQUATION STA. 90+55.45 Road G= STA. 73+50.38 Road E 101'-8" PVC 00.30% 43'-4" PVC WATER MAIN 58'-4" PVC WATER MAIN 1- 2" B. 0. VAL VE &2JTEA '" W S2 STA. 9022.00, 7.5'R T se SAN. MH. _ 101 4, 4'SIDEWALK CTYPJ00 , 97 95 94 , 93 92 '9 90 i S2 8. 88 87 86 STA. 91+22.62, 7.5'RT SAN. MH. Road G 3- 4 " GATE VALVE 1- 4"x4" TEE P.I. EQUATION STA. 91+23.97 Road G= STA. 83+33.15 Road F 72'-8" PVC @0.83% 88'-4" PVC WATER MAIN i —J - '-- 1- 2" B. 0. VAL VE S1 STA. 91+92.57, 7.5' RT SAN. MH. , LOCATION MAP GENERAL LEGEND – _ Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way '7— Proposed Storm with Inlet 0.4 Proposed Water System NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PR0F5.DC 100, v.. S3 S2 S 1 TOP 114.97 Co TOP 115.15 120 r N /20 O N I TOP 115.46 07 • d- o a0 o W �. LO � W d �- -q-LoO) + p10 - Cq LO r ao Ui a w w 115 N '/. (-) 0.55% 00 + 115 (-) .507 0.5071-) -------- 0. +) 0.71% --- -- ---�--- -------- -- -- 4" DIP 36" MIN. WA TER MAIN R-10 //0 //0 8„ PV 8,. PVC INV. 111.04 & INV. 110.74 12" M/N. /NV 110.44A2 & INV. 110.44 INV. 09.36& 105 /05 /00 /00 95 95 90 90 /0 / 2 CIO / 2 3 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PR0F5.DC SPEED LOMOT 161 R2-1 189'-8" PVC @0.30% 64'-8" PVC WATER MAIN *W1 'LK 107'-8" PVC WATER MAIN 2-8" GATE VALVE 1-6" GATE VAL VES 1-6"x8" REDUCER - "x8" TEE S7 STA. 32+25.62, 7 9'L T '\ SAN. MH. \ 78 ' See Sheet 5 �i 0 STA. 34+13.09, 7.5'RT SAN. MH. D18 i.r • o i __ __ -1 I I I L I i w" I -1-8" GATE VALVE 2-6" GATE VALVES 1-8"x8" TEE 2-8"x6" REDUCERS 46'-24" RCP @0.201 S10 STA. 37+76.88, 4.75'R T SAN. MH. D19 STA. 37+67.50, 0.5'L T\ TYPE P-7 MH / OTC D 347'-24" \ Rl-1 RCP @0.21% 1117 112 113 114 115 116 118 119 110 111 109 I 1 1 1 1 � � �■�owes 115 1 '�""""�-�_�_ moi_'--■.r■�.�-..��.. -- 2111. � I •, , (/ STA. 37+89.79, 35.0' R T TYPE P-7 MH I TOP 109.5 _ ' INV. 103.9 r L' INV. 97.60 62-24" RCP @0.201 D21 STA. 38+11.86, 91.8'RT 20 TYPE MES 4:1 122 I INV. 97.5 D25 121, = STD. FIRE HYDRANT W/GATE VALVE ASSY. 1-6" GATE VALVE I I 361'-8" PV� @0 40% I I I I J I I I ; +� i ----T7"- :l 10 11 72 73 14 15 16 17 7 8 9 I � � 2"1PVC 1/GA TION LINE I I I J------ 1-1----- / --A ---I--- -I--- I--- I ----I--- I -v �0�04--------- -- See this sheet g D39 for continuation R2-1 D38 TYPE YARD DRAIN 0' RT STA. 36+25.59, 112.00I RT TOP 113.5 T YPE YARD DRAIN INV. 108.26 (E) TOP 113.8 INV. 104.19 (W) INV. 108.8 ZLS12 D 168'-12" ADS @0.321 66'-12" ADS @0.76% STA. 39+20.20, 7.4RT SAN. MH. R1-1 P.I. EQUATION STA. 34+20.59 Road A= STA. 55+93.93 Road C N STA. 37+92.26, CL TYPE 'E' INLET 1-6" GATE VAL VES 103'-24" RCP @0.28% 107-8" PVC @0.301 �S11 STA. 38+8726, 7.0'RT SAN. MH. D42 STA. 38+90.95, 99.2' L T TYPE P-7 MH TOP 109.5 INV. 102.14 INV. 96.62 33'-36" RCP @0.201 D41 STA. 38+95.56 CL T YPE 'E' INLET 28'-24 " RCP @0.18% 26'-8" PVC @0.301 D37 STA. 39+23.69 CL TYPE 'E' INLET A 4 STA. 38+82.37, 234.3' L T EXISTING TYPE MH TOP TO BE ADJUSTED TO 107.00 INV. 99.10 NE INV. 99.00 SE (EXISTING) ,\b\ P.I. EQUATION STORM SEWER STA. 40+40.58 Road A= SEE SHEET03E0 STA. 50+00.00 Road C 1l R2-- 1 3-6" GATE VALVES 1-6"x6" TEE 117-24 " RCP @0.17% 252'-6" PVC WATER MAIN- ' L� 1 131 1132 1 133 l34 1 135 136 °^ �0 0 N Ac 147-8" PVC @0.301 D36 I I I L L fiv- I S21 STA. 40+67.96, 7.5' RT STD. FIRE HYDRANT SAN. MH. W/GATE VAL VE ASSY. P ASPHALT 234'-6" PVC WATER MAIN SIDEWAL K 184'-24" RCP @0.52'/. 4' SIDEWALK 113711 138 i l39 1 1401 141 1 142 143 1144 1145 1 I I I I I I I 1 1 ,\ �, 14 A-4 1 -- � See Sheet 8 Sf4 D358 T o p for continuation STA. 42+24. 1J CL TYPE E INLET R1_1 1111-24" RCP 0000.52% 278'-8" PVC 00.30% D35 z STA. 43+34.75 CL TYPE 'E' INLET i LOCATION MAP P.I. EQUATION 5 I A. 43+;54. W htoaq A= STA. 20+78.46 Road B 149 15 See Sheet 7 for continuation GENERAL LEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet -►�- Proposed Water System NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PR0F1.DGN 130 S9 D41 TOP 112.2.3 D36 125 D8 TOP 112.59 TOP 114.74 V.C. D 18 TOP 114.5 D40 S11 572 P 11 D37 . 33 S21 DJ53 D 351 120 S7 ' V.C. d M 100' TOP 112.41 TOP 111.84 TOP 112.70 TOP 112.17 TOP 112.90 TOP 114.33 D19 SO N �N ± r r7 N �- W M d N `- J W o0 `n �� N N `- W 00 0) J ILLJ LO '- = J W r N N S20 27 115 6 cV d' W CV r rn FL W N + • `t W rn W CI)� C-4 � °' + a 01 d r J W + u7 N �- W O °' �N �� N o n O TOP 113.07 TOP 113.02 -11". 6" INV. VC 108.8 _ (-) 0. 6" PVC INV. 109.98 W 7% (-) 0.68'. _-'-- ,I 2 PV r- ------ �- --- (+) _-- O r- + 63%� + iz + 0.63/ O °' () -- ----- 0.59% -------- O O 0 I+ -------- + J ----------------------- o O - - - _ //0 l1O O 0. _yL WA TER --- ----------------- _ RR/G V TON® INV. 108 37 IMMIGA HON /2\ PVC INV. 106.91 6" PVC WAT RMA/N 8" P C /N -4 _ _ /NV. 106.44 105 8" PVC I INV. 108 INV. 10 3 7 .27 24" RCP 8" PVC 8" PVC IN 8" PVC .106.02 24" RCP 24" RCP 24 " RCP INV. 105.61 /NV. 105.51 /NV. 105.57 24" RCP 24" RCP .103.42 RCP /NV. V. 104.00 1OO 24 " RCP INV. 105.64 INV. 105.10 /NV. 107.71 /NV. 24" RCP 102.26 104.74 INV. 104.00 INV. 106.63 /NV. 106.5J 2 /NV. /NV. 36" 06.20 03.69 RCP lNV INV. 103.98 INV. 12" 103.69 INV. ADS 102.46 95 00 36-'-00 37--00 38-00 39+00 40-00 41-400 42-00 43-00 90 32-,00 33100 34-00 35 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HBL9PR0F1.DGN P.I. EQUATION STA. 20+78.46 Road B= STA. 43+34.70 Road A D35 -- STA. 20+78.46 CL T YPE 'E' INLET 6"x6" TEE 2-6" GATE VAL VES 1-4" GATE VAL VES 1-6"x4" REDUCER f e Rl-1 T 1-2" B. 0. VAL VES 40'-4" PVC -� WATER MAINQ P.I. EQUATION STA. 22+87.98 Road B= STA. 62+67.89 Road D 20'-6" DIP WATER MAIN 190'-8" PVC @0.30% D31 STA. 22+06.00, 117.0' L T TYPE YARD DRAIN TOP 110.00 INV. 105.49 117-12" ADS @0.471 �- S20 STA. 20+90.111'75' L T SAN. MH. 1461 1471 14811 1491 1501 1511 152 _....-J�� j---_"'1 for continuat on 20'-6" DIP WATER MAIN 238'-6" PVC WATER MAIN 97-15" RCP @0.871 D34 - STA. 21+75.31 CL TYPE 'E' INLET S19 STA. 22+80.48, 7.5' L T SAN. MH. /-2" PVC IRRIGATION LINE 4 I 1� I,156 � 1157 1158 1159 160 I 161 162 _i-_ -j phi'"„ ti See Sheet 8 dpft�� for continuation g R2-1 6 "x6" TEE 3-6" GATE VAL VES 20'-6" DIP WATER MAIN STD. FIRE HYDRANT W/GATE VAL VE ASSY. 116'-24" RCP @0.16'/. D29 31'-15" RCP @0.321 -� N D32 STA. 22+06.00 CL TYPE 'E' INLET STA. 23+97.48, 115.5' RT TYPE P-7 MH TOP 112.25 INV. 105.98 (N) INV. 103.20 (SE) WAPA, STA. 24+24.00, 117 OL T TYPE YARD DRAIN TOP 110.70 INV. 106.79 -117-12" ADS @0.471 SIEGE® LONOTi 15 S17 STA. 26+48.46, 9.O' L T SAN. MH. - 47-8" PVC @0.301 0 164 1165 l 166 1167 j'--168 1 169 1 170 l 171 I \72 D27 / / rG G /IVLL / 27-18" RCP @0.261 D28 -4' SIDEWALK (TYP) \ 370'-8" PVC @0.301 STA. 23+97.48 CL -312'-6" PVC WATER MA/N TYPE 'E' INLET 51'-24" RCP @0.401 - -- 030 STA. 24+35.98, 148.9'RT TYPE MES 4:1 INV. 103.0 S16 STA. 26+87.63, 9.O'LT SAN. MH. 2" PVC IRRIGATION LINE 12'R 112'-8" PVC @0.301 S15 S TA. 27+97 60, 7.5' L T SAN. MH. 12'R _L J_ V -MATCH LINE 285-6" PVC WATER MAIN r !LC - 1-6" GATE VAL VE STD. FIRE HYDRANT r W/GATE VAL VE ASSY. i -STD. FIRE HYDRANT i f� W/GATE VAL VE ASSY. 73'-30" RCP @0.23x-< " STA. 29+80.00, CL T YPE 'E' INLET INV. 104.70 (S) INV. 103.67 (W) S5 STA. 30+12.31, 7.5'LT SAN. MH. -147-8" PVC @0.301 7111 7211 73 1 74 1 75 1 76 SA. 29+73.17, 72.0' RT y�� 114 113F112 111 110 11109 TYPE MES 4r1 INV. 103.5 I I i I I I 163'-30" RCP @0.11/. 242'-6" PVC WATER MAIN z STA. 31+43.31, CL TYPE P-7 MH 0 STA. 31+43.31, 112.0'L T TYPE YARD DRAIN TOP 112.2 INV. 108.57 (S) INV. 106.00 (W) 112'-12" ADS @1.00'/. S6 STA. 31+57.43, 8.81'L T SAN. MH. 1 1 71'-8" PVC @0.301 11b P.I. EQUATION STA. 32+12.20 Road B= STA. 80+00.00 Road F N Lo S7 �J` i See Sheet 6 for continuation 132'-24" RCP @0.171 i ' LOCATION MAP GENERALLEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet -+�- Proposed Water System NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) H8L9PR0F2.DGN D14 D32 D27 56 TOP 112.94 TOP 113.91 %00 TOP 111.84 TOP 111.90 S15 S5 S7 TOP 113.78 TOP 114.20 TOP 113.14 034 S19 D28 --\S16 10c, V.C. 09 5 ' V.C. V_/20 Ln Ln o d - TOP 111.73 TOP 112.43 TOP 111.86 TOP 113.38 TOP 113.66Uj r7 0 M O O N • d '- DS DJ5 goo' .c. .- �' �' O J d- .- w S20 �, C14 S 17 w o w N - TOP 112.27 TOP 112.3 V) J � TOP 11 .18 0 O w O 0D w . w N w //5 Ui w o o - o + W w ± *� (+) 0.50% (-) 0.53% to r� M (+) 0.52% +) •9 i (-) .53% 0. 2% ------ ------- ---- 3 ----- (-) .56% (+) 0/. O 0.50 O 0.50'/. (-) 0.50'. (+) .50% ----- ------------------- ----6 „ PVC ATERMAIN 36_` ti1(� - --- -- 36" MIN. 6" DIP 30" MIN. ._-- - -------- ----' ---------------------- ll0_____--- - _ - _ - 6" DIP t t- �� 6" DIP-----,,-_-- _ 30" MIN. WATERMA/N ------- _ -_ -8 - 8" PVC „ 8 PVC W PVC WATER AIN -------------- --- - -------- ---- -8,. PVC 8 PVC 2" 2" CN TION TION 18 12 MIN. MIN. 18" IN R-7 INV. 109.31 /NV. 109.05 „ 8 PVC 12" MIN. 8" PVC 6" MIN. INV. 108.97 /NV. 109.21 INV. 109.65 107.11 INV. 1OZ86 24" RCP -1012" ADS INV. 109. 7 30" RCP 24" RCP /051L-11)1111 „INV. 24" RCP INV. 106.54 /NV. 104.94 /NV. 107.21 18" RCP ll IC /RRIG TION 30" RC /N 12" ADS INV. 108.37-1/NV. INV. 105.6 105.1 --INV. 106.�j 44 /NV. 104.84 .104.70 INV. 104.88 INV. 108.27 INV. 104.00 INE 103.67 INV. 108.60 /00 95 90 2 34 5 6 7 8 9 0 / 2 / NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) H8L9PR0F2.DGN STA. 50+43.66, 7.5' L T SAN. MH. 29'-8" PVC @0.311 s for a Sheet _ i for Fonts Gatto / n STA. 52+61.06, 75'L T -SAN MH_ P.I. EQUATION STA. 50+00.00 Road C= STA. 40+40.58 Road A STA. 53+83.87, 112.9'L T TYPE MES 4:1 INV. 106.0 78'-15" RCP @0.64% STA. 53+90.88, 37 5' L T TYPE 'P-4'INLET See Sheet 8 for continuation 25'R CT YP) -, _- Line1 S8 STA. 54+50.93, 7.5'LT SAN. MH. 136'-8" PVC @1 11% 2" PVC IRRIGATION LINED See Sheet 6 for continuation I n Line 1 2 1 4 5 6`� 6"x6" TEE 3-6" GATE VALVES D1 STA. 54+27.73, CL TYPE 'P-7' MH 166'-24" RCP 90.601 4' SIDEWALK (TYP) 243'-6" PVC WATER MAIN P.I. EQUATION STA. 53+31.06 Road C= STA. 60+00.00 Road D P.I. EQUATION STA. 60+00.00 Road D= STA. 53+31.06 Road C See Sheet 6 for continuation - STD. FIRE HYDRANT W/GATE VAL VE ASSY. 6"x6" TEE-------' See Sheet 8 3-6" GATE VALVES for continuation STA_ 60+65.89. 7.5' L T See Sheet 7 for continuation LOCATION MAP GENERALLEGEND Existing Contour Proposed Sewerwith Manhole ------- Proposed Right -of -Way Proposed Storm with inlet ---old Proposed Water System P.I. EQUATION STA. 12+04.18 Road H o STA. 34+02.25 Road A = a) CU a) C/)� c a U L P.I. EQUATION STA. 55+93.93 Road C= STA. 34+20.59 Road A 6"x6" TEE 3-6" GATE VALVES See Sheet 6 for continuation - STD. FIRE HYDRANT W/GATE VAL VE ASSY. 6"x6" TEE-------' See Sheet 8 3-6" GATE VALVES for continuation STA_ 60+65.89. 7.5' L T See Sheet 7 for continuation LOCATION MAP GENERALLEGEND Existing Contour Proposed Sewerwith Manhole ------- Proposed Right -of -Way Proposed Storm with inlet ---old Proposed Water System NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WOR&. REFER TO GEOTECHNICAL REPORTS SERVICES • 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON •• , • PROVIDED SEARS• •NE: 407-897-6220 HBOPROFIDGN /00 /25 -D17 S9 10c, V.C. - D48 TOP 113.27 TOP 113.50 TOP 114.74 521 0O 120 TOP 112.70 l20 d- 10 ' V.C. N o S1 S8 LO D78 S l4 w o `- w TOP � 114.13 0 N � J S18 TOP 113.77 TOP 113.09 00 + a W 0 w o o �- N S19 TOP 113.49 TOP 112.43 CC //5 00 J 00 ll5 0ui .- + (+) 0.84/ (-) 0.50% `n 71 (-) 0.5 '. (+) 0 (-) 0.50X ------ ---------------------------- ------- --------„---- 36 -- MIN. 6" PVC WATER -------- - --------- © �� 24"MIN.- ---------------------------------------,, 2" PVC //0 ,--- 6" DIP WATER //0 - - - - - IRRIGA TION - - - - - - - - - 15" 8„ PVC INV. 107.71 8„ pVC 12" MIN. INV. 109.89 R-5 8r pVC = - RCP 24" INV. 109.32 INV. 107 81 INV. 108.8 RCP 24" RCP R-6 R 3 7 24" RCP 105 /NV. 10 7. 11 105 - - INV. 107.00 /NV. 106.50 - INV. 106.91 /NV. 105.74 INV. 107.21 INV. 104.74 IN V. 105.51 IN .105.61 /00 100 DEFLECT IRR/ ATION LINE 18" MIN. BE O I V WA TER AN 18" MIN. ABOVE SANITARY 95 95 53 54 5 56 90 61 62 6 90 52 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WOR&. REFER TO GEOTECHNICAL REPORTS SERVICES • 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON •• , • PROVIDED SEARS• •NE: 407-897-6220 HBOPROFIDGN 6"x6" TEE 2-6" GATE VALVES 1-4" GATE VALVE 1-6"x4" REDUCER D8 STA. 70+54.77 CL T YPE 'E' INL ET P.I. EQUATION STA. 73+50.38 Road E= FS48 STA. 90+55.45 Road G STA. 70*76.24, 3.05' RT SAN. MH. 129'-24" RCP @1251 D4 S7 STA. 73+07.84 CL Sheet 7 T YPE 'E' INL ET $ee STA. 72+75.84, 3.0'RT for continuation 57 SAN. MH. See Sheet 5 ' e 2 PVC for continuation 91 „ , I IRRIGATION p I I I I I � I J108 107 106 105 104 103 02 101 I 1 4'SIDEWALK 80'-8" PVC @0.30/ (TYP) 15'-8" PVC @0.30/ S4C STA. 71+56.27, 2.8' RT SAN. MH. P.I. EQUATION STA. 70+00.00 Road E= STA. 32+97.62 Road A Fj1W_jk .4,7 M 'Iloilo -Mill 77'-8" PVC WATER MAIN STA. 80+00.00 Road F= STA. 32+12.20 Road A 7 STA. 80+13.39, 9.05'RT SAN. MH. 109'-8" PVC @0.30/- fo gee She 56'-8" PVC @0.301 STA. 81+74.67, 5.0' RT SAN. MH. STA. 81+22.31, 9.05' RT SAN. MH. 2" PVC IRRIGATION LINE 1— 4' SIDEWALK (TYP) 329'-4" PVC WATER MAIN See Sheet 5 for continuation 81 82 83 84 85 1 IJI I I I 188 �. 1189 ® y � i r 90 91 -ut ainuation STA. 91+23.97 Road G GENERALLEGEND --0 Proposed Sewer with Manhole ------- Proposed Right -of -Way ©— Proposed Storm with Inlet Proposed Water System Existing Contour % LOCATION MAP 51 54 55 h;1 152 �f*UTLtfE (j TOR ` S�t!yERt } � 1 1 ( / i " EX/STING 24 I STORM SEWER f ill1t T��,.i�_ 1 1' (; t ,} \ �; j /' f% �,� FUTURE STORMWE P / ---- � (BY OTHERS) FUTURE STORM'SEWER "/— ,,',�;'�';1 RCP ' FU URE% RO,ADWA�Y ( (BY OTHERS /" STA. 22+81.32, 5.O(EL T 1�t�,ilti a. (B 0 HER) + / 243'-24" RCP @0.18'/. _ - 243 24 f�CP @0.18'/. ;'�1. I f �� 7+0% % / 26+Q0 --- -T — — 25+00 — — — 24 f-------+-------23100 �2$+00/I—l�---��-i-p - 1--�-- --- ----11 - - - - +- I �/ , fTFUTURE STORM_ STORM ' iI ;IIFU�RISTMSEWER SEREMOVED(BYOTHER) SEWER TO BE '1OTHERS) _ •BY _ t EXISTING STORkt-� _= 10S2B kUTURE`ROADWAY SE —TO BE STORM (BY 0 HERS) REKI0VED EXISTING , STA. 2i+24.3 S 5.00'L T T / / _ �- -- SEWER STA. 27`67''51,•'5.60'ZT TYPE P-7 MH TYPE P-7 MH EXISTING 24" STORM SEWER OS3 STA. 28+4166, 84.0'RT TYPE MES 4:1, WITH 5' SPLASH PAD INV. 90.0 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) N U) == Z o -- rn 06-30-04 JCS REV S4, S7, D7 AND ADDED S4A, S4B, S4C, S4D, 8 -INCH SANITARY LINE, 44NCH WATERLINE, AND 2 -INCH IRRIGATION LINE DATE BY DESCRIPTION FIELD: CADD BY: JCS ., GTC Engineering Corporation CHECKED BY: CLC Certificate of.Authorization 98 South Semoran Blvd, Orlando, FL 32807 DESIGNED BY: JCS Number 6758 407-380-0402 HORIZ: V= 50' Claude L. Cassagnol, P.E. SCALE: VERT: 1"= 5' P.E. Number 35490 City of Ocoee Florida ROAD E&F CROWN POINTE PARKWAY (FUT.) TOWNS OF WESTYN BAY PAR 0 2 2ot1�,9 05 r�rot-a DATE 7 -22-03 JOB NUMBER HBL-9 SHEET 9 of 13 HBL9PROF4.DG See Sheet 5 for continuation 97 96 98 99 4"x4" TEE J-4" GATE VALVES 122'-15" RCP @101/ 20'-4" PVC WATER MAIN 120'-8" PVC @0.30/ 1-8"x4" REDUCER �D7 STD. FIRE HYDRANT W/GATE VAL VE ASSY. STA. 71+85.92, 6.80' L T TYPE 'E'INLET S4D 107-12" ADS @2.071 STA. 72+75.84, 3.O'RT SAN. MH. 77'-8" PVC WATER MAIN STA. 80+00.00 Road F= STA. 32+12.20 Road A 7 STA. 80+13.39, 9.05'RT SAN. MH. 109'-8" PVC @0.30/- fo gee She 56'-8" PVC @0.301 STA. 81+74.67, 5.0' RT SAN. MH. STA. 81+22.31, 9.05' RT SAN. MH. 2" PVC IRRIGATION LINE 1— 4' SIDEWALK (TYP) 329'-4" PVC WATER MAIN See Sheet 5 for continuation 81 82 83 84 85 1 IJI I I I 188 �. 1189 ® y � i r 90 91 -ut ainuation STA. 91+23.97 Road G GENERALLEGEND --0 Proposed Sewer with Manhole ------- Proposed Right -of -Way ©— Proposed Storm with Inlet Proposed Water System Existing Contour % LOCATION MAP 51 54 55 h;1 152 �f*UTLtfE (j TOR ` S�t!yERt } � 1 1 ( / i " EX/STING 24 I STORM SEWER f ill1t T��,.i�_ 1 1' (; t ,} \ �; j /' f% �,� FUTURE STORMWE P / ---- � (BY OTHERS) FUTURE STORM'SEWER "/— ,,',�;'�';1 RCP ' FU URE% RO,ADWA�Y ( (BY OTHERS /" STA. 22+81.32, 5.O(EL T 1�t�,ilti a. (B 0 HER) + / 243'-24" RCP @0.18'/. _ - 243 24 f�CP @0.18'/. ;'�1. I f �� 7+0% % / 26+Q0 --- -T — — 25+00 — — — 24 f-------+-------23100 �2$+00/I—l�---��-i-p - 1--�-- --- ----11 - - - - +- I �/ , fTFUTURE STORM_ STORM ' iI ;IIFU�RISTMSEWER SEREMOVED(BYOTHER) SEWER TO BE '1OTHERS) _ •BY _ t EXISTING STORkt-� _= 10S2B kUTURE`ROADWAY SE —TO BE STORM (BY 0 HERS) REKI0VED EXISTING , STA. 2i+24.3 S 5.00'L T T / / _ �- -- SEWER STA. 27`67''51,•'5.60'ZT TYPE P-7 MH TYPE P-7 MH EXISTING 24" STORM SEWER OS3 STA. 28+4166, 84.0'RT TYPE MES 4:1, WITH 5' SPLASH PAD INV. 90.0 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE: 407-423-0504) SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) N U) == Z o -- rn 06-30-04 JCS REV S4, S7, D7 AND ADDED S4A, S4B, S4C, S4D, 8 -INCH SANITARY LINE, 44NCH WATERLINE, AND 2 -INCH IRRIGATION LINE DATE BY DESCRIPTION FIELD: CADD BY: JCS ., GTC Engineering Corporation CHECKED BY: CLC Certificate of.Authorization 98 South Semoran Blvd, Orlando, FL 32807 DESIGNED BY: JCS Number 6758 407-380-0402 HORIZ: V= 50' Claude L. Cassagnol, P.E. SCALE: VERT: 1"= 5' P.E. Number 35490 City of Ocoee Florida ROAD E&F CROWN POINTE PARKWAY (FUT.) TOWNS OF WESTYN BAY PAR 0 2 2ot1�,9 05 r�rot-a DATE 7 -22-03 JOB NUMBER HBL-9 SHEET 9 of 13 HBL9PROF4.DG A F1 24' ENTRY LANES 2' 0.02 ft/ft Shared Entry Road Typical Section _ 12'8' _ MEDIAN SEE LANDSCAPING PLANS FOR DETAILST 4' CONCRETE' SIDEWALK l%2" A.C.S.C. (TYPE S -l). 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134. 12"COMPACTED SUBGRADE COMPACTED TO 98% MAX. DENSITY AASHTO, T-180, 75 PSI FBV CONCRETE SIDEWALK DETAIL WIDTH VARIES - SEE PLAN "/FT NOTE: 1. USE 6" THICKNESS AT DRIVEWAY ENTRANCE TO POND. 2. SIDEWALKS SHALL BE DESIGNED TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPED RAMPS AT ALL INTERSECTIONS. ® 10' ASPHALT SIDEWALK DETAIL 6" -I 10' I 6„ "/FT - 1114 ° A.C.S.C. (TYPE S-1) 6°UMEROCK BASE, COMPACTED TO 987 MAX. DENSITY. NOTE., L SIDEWALKS SHALL BE DESIGNED TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT. 24' EXIT LANES 2', 0.02 ft/ft ...O 4' Interior Roadways Typical Parking Section 58' PRIVATE ROW TRACT /0' 1 12' 12' I on, I I I 2.0 4' CONCRETE SIDEWALK 6"xIF CURB FDOT TYPE F CURB I%2" A.C.S.C. (T7S-1) 6" STABILIZED SUBGRADE FROM STA.33+20 TO STA.40+00 AND FROM STA.24+00 TO 27+00 USE F SOIL CEMENT BASE, COMPACTED TO 98% MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE F LIMEROCK BASE, COMPACTED TO 987 MAX. DENSITY. l2" COMPACTED SUBGRADE, COMPACTED TO - 98% MAX. DENSITY AASHTO, T-180, 75 PSI FBV Interior Roadways Typical Section 44' PRIVATE ROW TRACT /0' 12' 12' /01- 411 0'4'( I 1 4' 2.0 6"x16'CURB -� I T l/2 A.C.S.C. (TYPE S -l) FROM STA. 33+20 TO STA. 40+00 AND FROM STA. 24+00 TO 27+00 USE 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE 6"LIMEROCK BASE, COMPACTED TO 98% MAX. DENSITY. l2" COMPACTED SUBGRADE, COMPACTED TO --j 98% MAX. DENSITY AASHTO, T-180, 75 PSI FBV MITERED END SECTION SPLASH PAD DETAIL PLAN 5'-0" WHEELCHAIR RAMP I I `� 5:1 o • •<' ; PAVEMENT ° ONSITE TYPE 'A' SOILS : 24" MIN.. °7 SOIL CEMENT 6" FULLY PERFORATED PIPE BASE WRAPPED WITH FILTER ° , L ' COMPACTED SUBBASE I II II I I I I N 18" PLAN VIEW I I I I I A A I- I I I I I I I I I W CONC. SIDEWALK 11 I I WIDTH VARIES i I I I I I I I I I I I I I N A II it *4 DOWELS 12" LG. 12" O.C. (SEE CONNECTION DETAIL BELOW) TRANSITION SECTION A -A *3 12" 0. C. E. W. p D •p v.' p /��.... v' o �o 6" I 8" I 2 -*5 CONT. SECTION VIEW 4" CONC. SIDEWALK %" EXP. JOINT 61-011 ow E CANNOT �� 28'� �• SLOP° .o ° ,p. ° .o• 'o'.; 6" RAMP FLOOR AND & SIDES CURB & GUTTER (REMOVE & REPLACE) % " EXP. JOINT NOTES 1. ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2. LOW CURB & TRANSITION MAY BE FORMED AT THE TIME OF CURB CONSTRUCTION. J. CONSTRUCT WITH CLASS A (3000 PSD CONCRETE. CONNECTION DETAIL MITERED END SECTION CONC. SPLASH PAD 8„ NORMAL FOOTER SLOPE SPLASH PAD TO MATCH SLOPE OF RETENTION POND *4 DOWELS - 12" LG. 9 12" O.C. *3 0 12" O.C. E. W. M 8" 8" *4 CONT. - *5 CONT. 2,0 SIDEWALK PARKING 4' 2.0 % /.0 ~- \-SIDEWALK 6"5(16" FLUSH CURB OUTFALL STRUCTURE D16 POND 10,& Modified FDOT Type D Inlet STREET CURB & GUTTER NOTES: & CONCRETE TO BE 2500 PSI Q- APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. Q- 1 x4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE MORE OF CONCRETE COVER. Q- SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK WIDTH. NOT REQUIRED IN DRIVE. DRIVEWAY APPROACHES FIG: 600 AMASOM 24" RCP I I I I I I ° °' ° ASPHALT 5:1 • •<' ; PAVEMENT ° ONSITE TYPE 'A' SOILS : 24" MIN.. °7 SOIL CEMENT 6" FULLY PERFORATED PIPE BASE WRAPPED WITH FILTER ° , L ' COMPACTED SUBBASE 6"5(16" FLUSH CURB OUTFALL STRUCTURE D16 POND 10,& Modified FDOT Type D Inlet STREET CURB & GUTTER NOTES: & CONCRETE TO BE 2500 PSI Q- APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. Q- 1 x4 USED AT EXPANSION JOINTS TO BE PRESSURE TREATED. 4- ALL WOOD STAKES USED IN FORM WORK TO HAVE 2" OR MORE MORE OF CONCRETE COVER. Q- SIDEWALK TO BE JOINTED AT INCREMENTS TO EQUAL SIDEWALK WIDTH. NOT REQUIRED IN DRIVE. DRIVEWAY APPROACHES FIG: 600 AMASOM 24" RCP I I I I 6.5' 5:1 TOP OF STRUCTURE 110.0 3"x 36" WEIR 10Z 0 BOTTOM OF STRUCTURE 105.0 DRIVEWAY APPROACHES UNDERDRAIN DETAIL TYPE F CURB DETAIL 12" 12" Q„ 1611 1211 6" y R "_ 3"R PAVEMENT D D ,N BASE D • D ' CD D D e• STABILIZED. SUBGRADE , ' COMPACTED. so SUBBASE ' OUTFALL STRUCTURE D25 POND 20 0 FASTEN SKIMMER PL A TE TO 2411 RCP BACK OF STRUCTURE 6" PVC Modified 6" PVC 4 "X4" B. T. W. FDOT Type D Inlet o POST (TYP.) :18" 18" 30" o...i.-----n---------I---- EJ I ( %6 " I I Fib ergloss 30" Skimmer ; 4911 Plate 104.0I I - TOP OF SKIMMER 106.4 ;i• :.t 51I'_ .' ..._ - = °- - °'i''---\- =; STOP OF STRUCTURE 105.6 BOT TOM OF SKIMMER 105.1 24 " MIN. i I I I I I I I I I I 4 "X4 " B. BT. W. 24 RCP I I POST (TYP.) I ; 6" PVC 2 6" PVC 103.1 6" PVC -,,-,_BOTTOM OF STRUCTURE 99.2 99 ROADWAY UNDERDRAIN DETAIL N. G. EXISTIA WALL WESTYN BAY BOULEVARD POND 10 TYPICAL SECTION TOB -112.0 TOB -112.0 NWL -107.0 NWL -107.0 S. 105.0 105.0 5:1 � BOTTOM -97.0 35.0' 24' VARIES 24' POND 20 TYPICAL SECTION 5. NWL -102.0 98.0 98.0 NWL -102. 5:1 1 BOTTOM -90.0 5, 50.0' 24VARIES 24' 50.0' N. G. I uo, eonn a-- POND BANK 6.5' 5:1 ONSITE TYPE 'A' SOILS : 24" MIN.. 6" FULLY PERFORATED PIPE WRAPPED WITH FILTER FABRIC SOCK •6" MIN.* 6" 'MIN. '• ' ..' , !'.S' D". 18" POND DRIVEWAY APPROACHES UNDERDRAIN DETAIL TYPE F CURB DETAIL 12" 12" Q„ 1611 1211 6" y R "_ 3"R PAVEMENT D D ,N BASE D • D ' CD D D e• STABILIZED. SUBGRADE , ' COMPACTED. so SUBBASE ' OUTFALL STRUCTURE D25 POND 20 0 FASTEN SKIMMER PL A TE TO 2411 RCP BACK OF STRUCTURE 6" PVC Modified 6" PVC 4 "X4" B. T. W. FDOT Type D Inlet o POST (TYP.) :18" 18" 30" o...i.-----n---------I---- EJ I ( %6 " I I Fib ergloss 30" Skimmer ; 4911 Plate 104.0I I - TOP OF SKIMMER 106.4 ;i• :.t 51I'_ .' ..._ - = °- - °'i''---\- =; STOP OF STRUCTURE 105.6 BOT TOM OF SKIMMER 105.1 24 " MIN. i I I I I I I I I I I 4 "X4 " B. BT. W. 24 RCP I I POST (TYP.) I ; 6" PVC 2 6" PVC 103.1 6" PVC -,,-,_BOTTOM OF STRUCTURE 99.2 99 ROADWAY UNDERDRAIN DETAIL N. G. EXISTIA WALL WESTYN BAY BOULEVARD POND 10 TYPICAL SECTION TOB -112.0 TOB -112.0 NWL -107.0 NWL -107.0 S. 105.0 105.0 5:1 � BOTTOM -97.0 35.0' 24' VARIES 24' POND 20 TYPICAL SECTION 5. NWL -102.0 98.0 98.0 NWL -102. 5:1 1 BOTTOM -90.0 5, 50.0' 24VARIES 24' 50.0' N. G. I uo, eonn a-- TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIMPROVED AREAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) m o � SEE NOTE 47\.' COMMON FILL PIPE 0.0. /\ N 12'ITYP.> if / SELECT o W ^ COMMON o 0 UNDISTURBED - _ FILL W EARTH (SEE NOTE 3) °J NOTES: 1. PIPE BEODING:SELECT COMMON FILL COMPACTED TO 95Z OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95Z OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL DR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (•):15' MAX. FOR PIPE DIAMETER LESS THAN 24, AND 24' MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL M.100) DOUBLE METER BOX (18'x 24' MIN.) GRADEFINISHED SX -00 7-ORIN&Rz 2'GATE VALVE •a I i 2° 90 °BEND RESTRAINED JOINT DUCTILE IRON i 6' BEDDING ROCK WATER MAIN I OCAP NOTES: 1. ALL 2'PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT)JOINTS. BLOWOFF VALVE DETAIL IFIL, 403) TAPP MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).• #4 BARS ALL STAMP AS RE O'D AROUND (SEE NOTED BASE•: PIPE SIZE I I TYPE OF VALVE VALVE BOX 4' 6' 8' 10' 12' 16' 20' 24' 30' 36' 90° BEND 18 30 38 45 53 66 91 45° BEND 7 12 16 19 22 27 38 22-1/2 ' BEND 1 4 6 7 9 10 13 18 11-1/4 'BEND 2 3 4 4 5 7 9 PLUG OR BRANCH OF TEE 116 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER,USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: - GO 00SANP.S.I.- SOIL DESIGNATION:_________________ LAYING CONDITIONS: _TWO_ . 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. • TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. IF1G. 104) 24' x 24' x 6' THICK CONC. PAD TYP. EACH VALVE BOX. 3' DIA. BRONZE DISC ANCHORED INCONC.PAD #4 BARS ALL STAMP AS RE O'D AROUND (SEE NOTED BASE•: SIZE OF VALVE I I TYPE OF VALVE VALVE BOX SERVICE vn a (MIN.)PRECAST POST DIRECTION & NO. qa', :. •• ':;: OF TURNS TO (TYP.) OPEN VALVE BOX WATER ' ANDCOVER IMPROVED CONDITION (TYP.) [ 2500 P.S.I. CONCRETE MIN. MIN. UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE 3' DIA. BRONZE DISC ANCHORED IN CONC.PAD STAMP AS REO'0. m ANCHORS DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) CORPORATION CURB STOP CORPORATION U -BRANCH HYDRANT - - -- - - ------ -- STOP (1' MIN.) (SEE NOTE 3) STOP (1' MIN.) FIT G SET TOP OF VALVE BO OPERATING PROPERTY MARK WITH ( 4' TO FINISHED GRADE NUT I I 40 LINE (TYP.) -� ( I WOOD PAINTED CONCRETE COLLAR HOSE NOZZLE BLUE & WITH CURB STOP IN UNPAVED AREAS AS REO'D. 2'BLOWOFF VALVE I I -- z LOT NUMBERS z 2 EA. FINISHED GRADE (SEE DETAILS) 24'SQUARE OR (SEE DETAIL) I I I I ROUND AND 6' THICK I PUMPER NOZZLE \ \ REINFORCED CONCRETE i FACING STREET w w SHEAR PAD. SEE I �\ ' � ( ADJUSTABLE SCREW TYPE NOTE 2 ;--------- ~ ~ CAST IRON VALVE BOX # - - - VALVE COLLAR ( SEE NOTE 1 ) O.C. ALL 9' ( (SEE DETAIL) 6A MINIMUM) i I- -- POLYETHYLENE POLYETHYLENE AROUND53 I - -J TUBING ll' MIN.) TUBING (P MIN.) SEE NOTE 2 2" LOCATE WIRE PIPE i ( ----- ---------- BOX SHALL REST ON 3.0' SINGLE METER BOX DOUBLE METER BOX RESILIENT SEAT BEDDING ROCK NOT COMPACTED j } l AND WATER METER AND WATER METER M. J. GATE VALV ON VALVE OR PIPE BACKFILL I w M J HYDRANT ,i, _- _ _ -__ I (BY ORANGE CO.) (BY ORANGE CO.) AND SHALL BE ANCHORING TEE SINGLE SERVICE DOUBLE SERVICE SEE NOTE 3 I t WATER MAIN CENTERED ON � � _ � ' OR RECLAIMED MA OPERATING NUT 12'MIN. ��4'WATER - REDUCER i CORPORATION STOP _ ING _ i MAIN (MIN.) 6' FIRE (NORMALLY OPEN) -I FITTINGS AS IHYDRAN7 I i i I I TYPEREQUIRED (TYP.) i(SEE:ASSEMBLY,CC THREADS TO METER BOX -----------�-------=-----'------ G--- 'ASSEMBLY 6' BEDDING ROCK RIGHT OF WAY LINE I ; SADDLE M J ANCHORING RESILIENT SEAT GATE �- TUBING G G" BEDDING ROCK COUPLING (SEE VALVE OX CURB 30 -45 DEG. WATER MAIN t-2' (TYP.) ---- --------- NOTES: 1.EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. 2 -THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. GATE VALVE AND BOX DETAIL (FIG. 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6' MINIMUM. FIRE HYDRANT ASSEMBLY DETAIL (FIG. 4021 ---�--- RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL (FIG. 404) WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH SHALL BE BURIED APPROXIMATELY 3'BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS IFIG. 4051 METALLIC LOCATING GRADE MAX. PVC WATER MAIN OR FORCE MAIN =1'MAX. F- METALLIC LOCATING WIRE �- - --- --- NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 110 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENOING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLO WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG. 100) HEIL9WDET.DGN ASPHALT SURFACE ( I I I BASE•: I I 4' x 4' x 18' LONG VALVE BOX (MIN.)PRECAST POST AND COVER WITH 3'DIAMETER (TYP.) BRONZE DISC SET IN IMPROVED CONDITION UT ABOVE, AS SHOWN NOTES: i.BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 161AND LARGER,OR AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18'X 18'X 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED. VALVE COLLAR DETAIL (FIG. 107) DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) CORPORATION CURB STOP CORPORATION U -BRANCH HYDRANT - - -- - - ------ -- STOP (1' MIN.) (SEE NOTE 3) STOP (1' MIN.) FIT G SET TOP OF VALVE BO OPERATING PROPERTY MARK WITH ( 4' TO FINISHED GRADE NUT I I 40 LINE (TYP.) -� ( I WOOD PAINTED CONCRETE COLLAR HOSE NOZZLE BLUE & WITH CURB STOP IN UNPAVED AREAS AS REO'D. 2'BLOWOFF VALVE I I -- z LOT NUMBERS z 2 EA. FINISHED GRADE (SEE DETAILS) 24'SQUARE OR (SEE DETAIL) I I I I ROUND AND 6' THICK I PUMPER NOZZLE \ \ REINFORCED CONCRETE i FACING STREET w w SHEAR PAD. SEE I �\ ' � ( ADJUSTABLE SCREW TYPE NOTE 2 ;--------- ~ ~ CAST IRON VALVE BOX # - - - VALVE COLLAR ( SEE NOTE 1 ) O.C. ALL 9' ( (SEE DETAIL) 6A MINIMUM) i I- -- POLYETHYLENE POLYETHYLENE AROUND53 I - -J TUBING ll' MIN.) TUBING (P MIN.) SEE NOTE 2 2" LOCATE WIRE PIPE i ( ----- ---------- BOX SHALL REST ON 3.0' SINGLE METER BOX DOUBLE METER BOX RESILIENT SEAT BEDDING ROCK NOT COMPACTED j } l AND WATER METER AND WATER METER M. J. GATE VALV ON VALVE OR PIPE BACKFILL I w M J HYDRANT ,i, _- _ _ -__ I (BY ORANGE CO.) (BY ORANGE CO.) AND SHALL BE ANCHORING TEE SINGLE SERVICE DOUBLE SERVICE SEE NOTE 3 I t WATER MAIN CENTERED ON � � _ � ' OR RECLAIMED MA OPERATING NUT 12'MIN. ��4'WATER - REDUCER i CORPORATION STOP _ ING _ i MAIN (MIN.) 6' FIRE (NORMALLY OPEN) -I FITTINGS AS IHYDRAN7 I i i I I TYPEREQUIRED (TYP.) i(SEE:ASSEMBLY,CC THREADS TO METER BOX -----------�-------=-----'------ G--- 'ASSEMBLY 6' BEDDING ROCK RIGHT OF WAY LINE I ; SADDLE M J ANCHORING RESILIENT SEAT GATE �- TUBING G G" BEDDING ROCK COUPLING (SEE VALVE OX CURB 30 -45 DEG. WATER MAIN t-2' (TYP.) ---- --------- NOTES: 1.EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. 2 -THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. GATE VALVE AND BOX DETAIL (FIG. 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2.THE DEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6' MINIMUM. FIRE HYDRANT ASSEMBLY DETAIL (FIG. 4021 ---�--- RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY CONSTRICTIONS WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. WATER SERVICE LOCATION DETAIL (FIG. 404) WATER MAIN NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S)WHICH SHALL BE BURIED APPROXIMATELY 3'BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2'X 2'X 18' STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. WATER SERVICE CONNECTION DETAILS IFIG. 4051 METALLIC LOCATING GRADE MAX. PVC WATER MAIN OR FORCE MAIN =1'MAX. F- METALLIC LOCATING WIRE �- - --- --- NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 110 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3. AND BE CAPABLE OF EXTENOING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLO WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL (FIG. 100) HEIL9WDET.DGN TROWEL -FINISHED CONCRETE BENCHING TRENCH WIDTH VARIES CONCRETE BASE SEE MANHOLE CONNECTION W/ SIZE OF PIPECROWN TRENCH IN Oo p DETAILS CROWN TRENCH IN �- UNIMPROVED AREAS F gam! UNIMPROVED AREAS TRENCH WIDTH VARIES (3' MIN.) (3' MINA (SEE TYPE B W/ SIZE OF PIPE (SEE NOTE 8)- - _ BEDDING AND TRENCHING FINISHED GRADE - - DETAIL FOR OTHER pQ ��Ij O RESTORATION.FINISHED GRAD \ t N MANHOLE FRAME & COVER (SEE STANDARD DETAIL) SEE NOTE .'4 /` n PAVED AREAS & AT T z w SET COVERS FLUSH IN COMMON FILL �• - F FRAMES BEDDED IN MORTAR T SEE NOTE 4 PIPE- O.D. ' / L� ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) COMMON FILL PIPE O:D. / 12' (TYPE) f �, - 1'-6' MIN. N 4 COURSES (MAX.) 1 ( N \ SELECT Z 3'-0° MAX. < \ I COMMON m Z 5' 2'-0, INSIDE WALL OUTSIDE WALL 12' (TYPE) SELECT - PAVING OR GRADE (TYP7 PRE -PRIMED FILL Z ^ JOINT SURFACES UNDISTURBED - - N EPDXY COAL TAR COATINGS ¢ o SELECT COMMON \ COMMON o Wo (SEE NOTE 3) ° PER SPECIFICATIONS 4'-0' 5' MIN. PRE -MOLDED y PRE-PflIMEO FILL m z 5 JOINT SURFACES PLASTIC JOINT / w \ SEALER WITH BEDDING ROCK cn PROTECTIVE RAPPER NOTES: °J (WRAPPER TD PIPE BEDDING BENCHING PER SPECIFICATIONS-\ m 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE ¢ BE REMOVED) (SEE NOTE 8 & 91 UNDISTURBED EARTH FRAME AND SOLID LID,NEENAH R 1974 A CONC. COLLAR RAISE MAXIMUM DENSITY AS PER AASHTO T-180. > /� �\ ice/ T / (ROUND) OR EQUAL WITH CLEAR OPENING TO GRADE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE REINFORCEMENT AND JOIN �. SQUEEZE -our NOTES: EQUAL TO PIPE INSIDE DIAMETER. MAXIMUM DENSITY AS PER AASHTO T-180. DETAIL TO BE DESIGNED BY t':` I MIN. COMPLETED 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE JOINT WITH 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN THE ENGINEER AND �8' MIN. SQUEEZE -OUT MAXIMUM DENSITY AS PER AASHTO T-180. EQUAL DIA.PIPE ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE APPROVED BY THE 9' 9' f 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE PREMOLDED PLASTIC (8'I.D.MAXJ REQUIRED AS DIRECTED BY THE COUNTY. COUNTY. -F-II I-� MAXIMUM DENSITY AS PER AASHTO T-180, EXPANSION JOINT 4. (•):15'MAX.FOR PIPE DIAMETER LESS THAN 24',AND 24'MAX. -(9.L i -j9'I 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED MATERIAL FOR PIPE DIAMETER 24'AND LARGER.BY THE COUNTY. BEDDING ROCK 2'MIN. CONNECT TO 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. i 4. t•):15'MAX. FOR PIPE DIAMETER LESS THAN 241, AND 241 MAX. CONNECT TO EXISTING PIPE 6 ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE FOR PIPE DIAMETER 24'AND LARGER. DIRECTION OF THE FLOW. CAST -IN-PLACE PRECAST MONOLITHIC 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. EXISTING PIPE 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING CONCRETE BASE BASE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE IN EXCAVATIONS. DIRECTION OF THE FLOW. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE IN EXCAVATIONS. RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH NOTES: B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING,IF REQUIRED BY THE REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS CONSTRUCTION SPECIFICATIONS. 1. MANHOLE SHOWN IS FOR SEWER SIZE 8'THRU 24',SEE SECTION 20.4.3 OF THE THAN 15',AND W MINIMUM FOR PIPE DIAMETER WAND LARGER. MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF SEWER CLEANOUT DETAIL TYPE B BEDDING AND TRENCHING DETAIL 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH CONNECTION DETAILS. SUITABLE FOUNDATION. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE TYPE A BEDDING AND TRENCHING DETAIL o-zc Ie0 PLAN AND SECTION (FIc.2eel TEE PRECAST - WALL LE Vii, INFLUENT SEWER (SEE NOTE 3) VARIES VARIES CONCRETE ENCASEMENT -"""'') z OF VERTICAL PIPE LOT LINE _ ! WYE WITH 1=, ' 6. BRANCH SEWER MAIN DROP PIPE " SIZE VARIES ( 3 CLEAN-OUT (SEE NOTE 1) w w 6'45 INLET CONNECTION ui oI BEND ' (TYPJ RAISED 1-1/2' LETTERS AS REQUIRED 90° BEND z WYE WITH SEE NOTE 1 FLUSH WITH TOP OF COVER 2, _- 6° BRANCH r .a;.•'.' ; CLEAN-OUT REMOVABLE 6°45 ° 6'BRANCH SEE NOTE 1 PLUG BEND wl LOT GE CO PRECAST �� LINE STANDARD DROP DETAIL yMjANHOLE '� DOUBLE METALLIC LOCATING WI al WYE �'// / FINISHED GRADE TRANSITE COLLAR ENCASED m =SANITARY = IN NON -SHRINK GROUT PLAN FLUSH WITH MANHOLE WALL PVC (SEE NOTE 2) FINISHED GRADE t' MAX. SLOPE TO FLORVDP • ` a� TERMINAL s� ;;, 2 - NON PENETRATING DEPTH AT �I PICK HOLES 1.0% MIN. PVC WATER MAIN MANHOLE.. ': -�� (TYP.) _ \ OR FORCE MAIN WALL ` SPECIAL DETAIL FOR 24" DIAMETER ( ( PLAN ROTATE --SPRING LINE STAINLESS STEE PVC 30° (TYPE) PIPE AND LARGER TERMINAL DEPTH SEWER MAIN -E AS REQUIRED FOR (SEE NOTE 3) 1' MAX. METALLIC LOCATING WIRE BAND 'HOUSE' MACHINED 0 MIN.)(TYP.) ( MATING STAINLESS STEEL SINGLE DOUBLE SURFACES PIPE CLAMP LATERAL LATERAL RESILIENT 1-1/2° MIN. /\ / \ CONNECTOR 24'-%" \ , /1 1/ PROFILE STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER 4-3/4°MIN, NOTES: IN ACCORDANCE WITH STANDARD PLUMBING CODE. 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, THE INFLUENT SEWER. 25' MAXIMUM. ELEVATION NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. BELOW SPRING LINE. AN GAUGE CBE BURIED OF DETECTION BY A CABLE LOCATOR 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. SERVICE LATERAL DETAIL USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE MANHOLE CONNECTION DETAILS (FIG.204) STANDARD MANHOLE FRAME AND COVER TOP OF THE PIPE. IFIG.201) (FIG. 202) HOL95DET.30 TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIMPROVED TRENCH REAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).- METALLIC LOCATING WI\\// .�// j PIPE SIZE FINISHED GRADE �� 4' 6' 8' 10' 12' 16' 20' 24' 30' 36- 7/ 6'/�/�/W 90° BEND 18 30 38 45 53 66 91 m C:) 45' BEND 7 12 16 19 22 27 38 • /� 1°MAX. `//� �% Ll 22-1/2 ° BEND 4 6 7 9 10 13 18 SEE NOTE 4./iv/F ,L, c COMMON FILL PIPE' O:D. �% C=V 11-1/4 'BEND 2 3 4 4 5 7 9 PVC WATER MAIN �/ w PLUG OR BRANCH OR FORCE MAIN //� /� 116 N OF TEE 12' (TYP.) SELECT z �1' MAX. �— METALLIC LOCATING WIRE y Oji COMMON a o NOTES: /� FILL m z 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE UNDISTURBED / — - - — ?\ w w INDICATED. SEET NOTE 3) / L \ a- L 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO EAR/ / OR GREATER THAN SHOWN IN THE TABLE. i 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. NOTES: 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE MAXIMUM DENSITY AS PER AASHTO T-180. RESTRAINED UNLESS OTHERWISE INDICATED. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN MAXIMUM DENSITY AS PER FILL TO T-180. ACCORDANCE WITH THE PROCEDURE OUTLINED IN 'THRUST 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN RESTRAINT DESIGN FOR DUCTILE ISDN PIPEPUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE NOTES: REQUIRED AS DIRECTED BY THE COUNTY. WORKING PRESSURE: __ --150 P,S.I.• 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 4. (•):15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. SOIL DESIGNATION: __.9Q99. SAND____ . (10 GAUGE COPPER)CAPABLE OF DETECTION BY A CABLE LOCATOR FOR PIPE DIAMETER 24'AND LARGER. LAYING CONDITIONS: TiJO_ . 2. AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR 3. AND BE CAPABLE OF EXTENDING 12'ABOVE TOP OF BOX IN SUCH A DIRECTION OF THE FLOW. OF 1.5. MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE IN EXCAVATIONS. • TO BE COMPLETED BY THE ENGINEER. TOP OF THE PIPE. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH RESTRAINED PIPE TABLE. REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. 01:04: PVC PIPE LOCATING WIRE DETAIL TYPE B BEDDING AND TRENCHING DETAIL FIG. 108) FIG. 100) HBL9RUDET.30 da design group inc. Land Planning .Landscape Architecture .Project Management 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Phone 407.740.7373 •Fax 407.740.7661 . www.dalydesign.com hi whi r�i bdivision Plan Construction Documents o coee orida Location Map CitY ... October 2003 Revisions 1 01.26.04 Revised per City comments dated 12.05.03 2 03.04.04 Revised per City comments dated 03.01.04 3 04.02.04 Revised per City comments 4 09.10.04 Revised per client comments 5 11.19.04 Revised per city & client comments 6 01.25.04 Revised per client comments 7 02.18.05 Revised per client comments West Groves -Venture, LLLP c/o L.H. West, LLC 423 South Keller Rd.. Suite 201 ®mmmm-® mC'��Immmlm �mmmmmmmm; ®m, ■..�,.1... NUNN .. Nil ♦•�� ........ ♦0� 00000006 �•a• mmomoomooi�o INEEMIN .00m� as / Key Map NORRI Not To Scale SHEET INDEX SHEET DESCRIPTION L1 -L6 Landscape Plans 11-14 Irrigation Plans 1-11-1-112 Hardscape Plans 2226 NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. E 0 .W o� U� v o� z00 UN C7 Q co ^ +— O 1.1 U- p U� j�— CL LJ� i C Q Q N U Q 7 � c —M IL a'Z 7C) (Y) T J � M = 2 m m m m 0 0 r ori 0 0 Ch N O r t6 CLS E E z 0 O U 0 m � � E E U E E w 0 0 U CL 0- U U w a) Q Q w w 70 m 1 (1) U) W rr 0 0 0 0 w O O N Q O O O O >> NY C7 N r W (urn n- M ti3 C: .0 U) ° R3 7 � .� O o 70 V) tv CU _ �: U -Q PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-1 NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. NORTH co01 30'.0 E O U C .� N C — O 6 U� o � C') p o �o cU M U00 co co .� o ��o � o U CL rnrn N Q a (D .9;C . C Z c _N CU CL � Z 7C) C--CIO TTT vJ Q m W W m O O C N a) Cn r E c -0 Cll CLS U oE E. 70. Z U.LD O co .0 U E Ir L O 0 0 Q Q (D (� N Q N -0 a) O O O OUi co O N CO H r r O N Q r M d r r O O O LI7 ch CO r �j M Cn C: .0 to ° LL N U) C8CU 70: d �Q 4 ° C/5U CU c- LL� O I— PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEEP L-2 NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. .e E 0 U � C � N U� E o m po �o v� zco CUN L 0 Q�U- Z�p i C En Q Q U U Q J C � C Cq a. � aco T J � m m m 0 N T E E z U iJ O LL U E Ir o U) Q U W 0 m Ir 0 o w O N Q T (D C) CO T T�Tj cum a- ca 0.. .0 to ° �a) 6 CU 70 � U �0 0 70 C� LL o r7PROJEcT7N—o-.-') 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-3 NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. NORTH Aa; 30' 01 30' 60, E 0 C U) c) -q Cz 00 r- C\j M Cz .� o -0 0 CL CT5 f 4Z (z C,5L a) U) Q) -cri J (z > U) > N 'Co M Q- - z CY) 7C) co U) co U) U) In q (Y) Ln (n co a) a) CD E E W 0 0 0 Q) CC o U) Q- Q LIJ -0 -0 r) (D W > a) C C? (Z? Ui (D C\j C\'(0 CD CD (D Ir CU C�C n ca o 0 LL CL 0 CU 70 00 0 Q -QL,— U) = 0 -0 C C0 CU — U) C) CU C: LL 0 7) PROJECTMO. 2226 SCALE 1 19=30' DATE OctO2003 SHEET L-4 2n M11,T •-Landscape ."'Scale: 1/8 B )Type E Protot ical Landscape Plan L-5 scale: %4" C )Type F Protot ical Landscape Plan L-5 scale: %4" = 1'-0"' SYMBOL BOTANICAL NAME AA Agapanthus africanus CH Cuphea hyssopifolia CJ Cleyera japonica PSX Philodendron selloum'Xanadu' VO Viburnum odoratissimum SOD St. Augustine NOTE: Viburnum hedge shown on side of units is shown for clarity. Viburnum hedge on side of units is limited to end units of buildings. COMMON NAME Lily of the Nile False Mexican Heather Cleyera Xanadu Philodendron Sweet Viburnum St. Augustine Sod 200,5 Date E O U � C � U tq 70 O (15 U� o � po d- ti m� (TJ rn co0 r -- (Y) .� O coO V_ Y 1 L O U L n' IL ^ 1J� �U Q N U Q Cz J j O) A C U) C C M CL 70 a cir) T J � } m m m o L6 0 0 Cr) N C) r N (D RS RS � � z _O C C U U U) Z: W U U N N Q Q N r O o LL1 O N Q ('r) r n 0 0 N r Q_ PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 CU Coco Com ��- ca CU Li.. o� to o N .� •�� ai CL m UQ � cU O � J (U� C? LL Q PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 NOTES: 1. WASHINGTONIA AND SABAL PALMS INSTALLED W/BOOTS AND SKIRTS INTACT 2. SEE PLANS AND SPECS. FOR PALMS W/BOOTS TO REMAIN ON TRUNKS. 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. 4. CONTRACTOR SHALL ASSURE ADEQUATE PERCOLATION OF ALL PLANTIN PITS PRIOR TO INSTALLATION. 2"x4" WOOD STAKES PAINTED BROWN PRUNE AND TIE FRONDS WITH HEMP TWINE TWO LAYERS OF BURLAP TO PROTECTTRUNK Z TWO STEEL BANDS TO SECURE D BATTONS FIVE 2"x4°x18" WOOD BATTONS PAINTED BROWN n 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF rii NECESSARY) TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE 2" MULCH BERM SOIL TO HOLD WATER ! A 111Q, 11110 Ili i NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE 6" TYP. FINISH GRADE PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE SHRUBS SHALL BE PLANTED 2' HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. 2" MULCH RING WIDTH OF PLANTING HOLE SOIL BERM TO HOLD WATER SHRUB AND GROUND COVER DETAIL <Z/p o _ VARIES WITH PLANT BALL LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. 12 'r PLAN SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. NOT TO SCALE 1/2" DIA. BLACK RUBBER HOSE TIED WITH DOUBLE STRAND 12 GA. GALV. WIRE MIN. 3 GUYS PER TREE TURNBUCKLE AND WHITE FLAGGING 3" MULCH RING WIDTH OF PLANTING HOLE NOTE: BURLAP TO BE REMOVED FROM TOP HALF OF ROOT BALL Single family residential homes Shade trees 50' o.c. 6' Minimum buffer wall height measured from the finished grade on which ever side of the wall is higher, front or back. 35' Buffer f 50' Building Setback Typical Buffer Scctt� Scale General Plant Schedule QUANTITY SYMBOL BOTANICAL NAME 657 162 10 10 26 167 18 156 1434 16 19 83 13 12 6 44 1 98 99 25 2 17 2059 200 X7.11 -11 AJ AN CA CS EJ FP IS JP LEG LIM LIN LIT MG MG1 MG2 MG3 PD PSX QL QV1 QV2 QV3 RIA vo WR RIC 91 Proton Agapanthus africanus Trachelospermum asiaticum minima Annuals Crinum asiaticum Cupressus sempervirens Eriobetrya japonica Ficus pumila Ilex x attenuata 'Savannah' Juniperus chinensis'%rsonii' Liriope muscari "Evergreen Giant" Lagerstroerria indica 'Muskogee' Lagerstroerria indica 'Natchez' Lagerstroerria indica 'Tuscarora' Magnolia grandif lora 'Bracken's Brown Beauty' Magnolia grandif lora 'Bracken's Brown Beauty' Magnolia grandif lora 'Bracken's Brown Beauty' Magnolia grandiflora'Bracken's Brown Beauty' Phoena dactylifera medjool Philodendron selloum'Xanadu' Quercus laurifolia Quercus virginiana Quercus virginiana Quercus virginiana Rhaphiolepis indica alba Viburnum odoratissimum Washingtonia robusta St. Augustine ical Plant Schedule NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x 8' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED h f� �I i i I NOTE: ALL SHRUBS AND GROUND COVER MASSES + + + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + + + + + INDIVIDUAL PLANT SPACING W. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE NOT TO SCALE 2 story townhome unit 15' rear yard COM MON NAM E Lily of the Nile Dwarf Asian Jasmine Selected by Ow ner Crinum Lily Italian Cypress Loquat Creeping Fig Savannah Holly Parsonii Juniper Liriope Evergreen Giant Lavender Crape Myrtle White Crape Myrtle Magenta Crape Myrtle Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brow n Beauty Magnolia Date Palm Xanadu Philodendron Laurel Oak Lire Oak Lire Oak Live Oak Indian hawthorn Sw eet V iburnum Washingtonia Palm St. Augustine Sod COMMON NAM E Lily of the Nile False Mexican Heather Geyera Xanadu Philodendron Sw eet Viburnum St. Augustine Sod SPECIFICATIONS min., 1 gal., full pot, 3 plants per pot, 18" o.c. min., 1 gal., full pot, 12" runners, 5 runners min., 18" o.c. min., 4" full pot, 10" o.c., all plants to have blooms min., 30" overall ht., full plant, 36" o.c. min., 30 gal., ht. as notated, full to base min., 10' ht. x 3' spd., 2" DBH min., 1 gal., full pot, 12" runners, 3 runners min., staked, 24" o.c. min., 10' ht. x 3' s pd., 2" DBH min., 3 gal., full pot, 10" ht. X 18" spd., 30" o.c. min., 1 gal., full pot, 14" ht., 7-9ppp min., 18"o.c. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 6-7' ht., 1-1/2" DBH min., single straight trunk, fully branched min., 8' ht. x 5' spd., 3-1/2" DBH min., single straight trunk, fully branched min., 12' ht. x 5.5' spd., 3-1/2" DBH, single straight trunk, fully branched min., 10' ht. x 4.5' spd., 2" DBH min., single straight trunk, fully branched min., B&B, 24' ct., diamond cut min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 1-1/2" DBH min., 10' ht. x 4' spd., single straight trunk min., 2" DBH min., 12' ht. x 5' spd., single straight trunk min., 2-1/2" DBH min., 13' ht. x 5' spd., single straight trunk min., 3-1/2" DBH min., 14' ht. x 8 spd., single straight trunk min., 3 ga1.,12" ht. x 18" spd., 30" o.c. min., 7 gal., 36" ht. X 24" spd., 36" o.c. min., B&B, see plans for ht., single straight trunk, 12 fronds min., matched heavy 24" dia. Trunks w/ boots intact upper 1/3 of trunk solid sod SPECIFICATIONS min., 1 gal., full pot, 3 plants per pot, 18" o.c. min., 1 gal. 6" x 12", 24" o.c. min., 10 gal., 42" ht. x 39' spd. min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 7 gal., 36" ht. X 24" spd., 36" o.c. solid sod 11:� a NOT M^ FA M1 �Fllq 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" pine bark mini nuggets. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. Height and spread specifications refer to the overall plant form. Singular branches may not be used to meet minimum requirements. Tree caliper size to be measured 12" above grade. 8. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. , 9. All landscaping shall conform to the City of Ocoee standards. 10. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 11. All landscaping areas shall be 100% irrigated with an automatic irrigation system. Date: 0 �C: O CZ U� N Q � O � (3) O tt E� O CU0) IZ U �� 0 coo o �C13 L L i Q � �rn (u - U Q J > 0) CnC c ron CY7 J rn M Ir _a:m Q Q CO m 0 0 r U) W o (D C C,3 N cn a) o .- 0 E W 0 E 0 0 U o M CO Z 0 _m E E �- E o U m U U cn C)- Ir w _ o Q U U Q Q rr 0 0 Q C/) 0 0 0 0 w T7 co O N Q N Oco r 0 CD .--CD 0 t` LO N ,— LU Ir O CU y= _Cm N a— C CL W 0-~ 0 C45•� LL CnO .�� N U -ICU�4-4__ C) VJ , cu L U o C M _j PROJECT N0. 2226 SCALE As Noted DATE Oct 2003 SHEET L-6 SYM BOL BOTANICAL NAME AA Agapanthus africanus CH Cuphea hyssopifolia 2"x4" WOOD STAKES OR #5 cJ Cleyera japonica REBAR 24" LONG 3" BELOW GRADE PSX Philodendron selloum'Xanadu' PLANT TABLET (SEE SPECS FOR QUANTITY) VO Viburnum odoratissimum PREPARE PLANTING SOIL AS SOD St. Augustine SPECIFIED NOTE: Prototypical quantities are based upon estimated unit configuration. NOT TO SCALE Contractor to verify final quantities with owner. NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE #10 GAUGE WIRE THREE 2' x 4" x 8' STAKES SPACE EVENLY AROUND TREE PAINT BROWN 3" MINIMUM OF CYPRESS MULCH SOIL BERM TO HOLD WATER B & B OR CONTAINERIZED ( SEE SPECIFICATIONS FOR ROOTBALL REQUIREMENTS) PREPARED PLANTING SOIL AS SPECIFIED h f� �I i i I NOTE: ALL SHRUBS AND GROUND COVER MASSES + + + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + + + + + INDIVIDUAL PLANT SPACING W. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE NOT TO SCALE 2 story townhome unit 15' rear yard COM MON NAM E Lily of the Nile Dwarf Asian Jasmine Selected by Ow ner Crinum Lily Italian Cypress Loquat Creeping Fig Savannah Holly Parsonii Juniper Liriope Evergreen Giant Lavender Crape Myrtle White Crape Myrtle Magenta Crape Myrtle Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brown Beauty Magnolia Bracken's Brow n Beauty Magnolia Date Palm Xanadu Philodendron Laurel Oak Lire Oak Lire Oak Live Oak Indian hawthorn Sw eet V iburnum Washingtonia Palm St. Augustine Sod COMMON NAM E Lily of the Nile False Mexican Heather Geyera Xanadu Philodendron Sw eet Viburnum St. Augustine Sod SPECIFICATIONS min., 1 gal., full pot, 3 plants per pot, 18" o.c. min., 1 gal., full pot, 12" runners, 5 runners min., 18" o.c. min., 4" full pot, 10" o.c., all plants to have blooms min., 30" overall ht., full plant, 36" o.c. min., 30 gal., ht. as notated, full to base min., 10' ht. x 3' spd., 2" DBH min., 1 gal., full pot, 12" runners, 3 runners min., staked, 24" o.c. min., 10' ht. x 3' s pd., 2" DBH min., 3 gal., full pot, 10" ht. X 18" spd., 30" o.c. min., 1 gal., full pot, 14" ht., 7-9ppp min., 18"o.c. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., multi -trunk, 4 trunks min. min., 6-7' ht., 1-1/2" DBH min., single straight trunk, fully branched min., 8' ht. x 5' spd., 3-1/2" DBH min., single straight trunk, fully branched min., 12' ht. x 5.5' spd., 3-1/2" DBH, single straight trunk, fully branched min., 10' ht. x 4.5' spd., 2" DBH min., single straight trunk, fully branched min., B&B, 24' ct., diamond cut min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 1-1/2" DBH min., 10' ht. x 4' spd., single straight trunk min., 2" DBH min., 12' ht. x 5' spd., single straight trunk min., 2-1/2" DBH min., 13' ht. x 5' spd., single straight trunk min., 3-1/2" DBH min., 14' ht. x 8 spd., single straight trunk min., 3 ga1.,12" ht. x 18" spd., 30" o.c. min., 7 gal., 36" ht. X 24" spd., 36" o.c. min., B&B, see plans for ht., single straight trunk, 12 fronds min., matched heavy 24" dia. Trunks w/ boots intact upper 1/3 of trunk solid sod SPECIFICATIONS min., 1 gal., full pot, 3 plants per pot, 18" o.c. min., 1 gal. 6" x 12", 24" o.c. min., 10 gal., 42" ht. x 39' spd. min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 7 gal., 36" ht. X 24" spd., 36" o.c. solid sod 11:� a NOT M^ FA M1 �Fllq 1. Landscape Contractor shall be responsible for all materials and plants as called for on the landscape plans. The list of plant quantities accompanying the plans shall be used as a guide only. Contractor shall verify all quantities and report any discrepancies at time of bidding. 2. All plant material shall be graded Florida No. 1 or better, as outlined by "Grades and Standards for Nursery Plants", Florida Department of Agriculture and Consumer Services, division of Plant Industry. 3. All planting shall be top dressed with a minimum 2" pine bark mini nuggets. 4. The Landscape Contractor shall be wholly responsible for the stability and plumb condition of all trees and shrubs and shall be legally liable for any damage caused by instability of plant material. The staking method, if not shown by detail on this plan, shall be approved by the owner or his/her authorized representative. 5. Every possible safeguard shall be taken to protect existing trees that are shown on the landscape plan to be preserved. 6. The Landscape Contractor is responsible for cleaning all debris associated with their work. 7. Height and spread specifications refer to the overall plant form. Singular branches may not be used to meet minimum requirements. Tree caliper size to be measured 12" above grade. 8. All landscaping shall be installed according to accepted commercial planting procedures. Soil, shall be free of limerock, pebbles, or other construction debris. , 9. All landscaping shall conform to the City of Ocoee standards. 10. Landscaping shall not interfere with power lines, sewer or water pipes or any other existing or proposed utilities. 11. All landscaping areas shall be 100% irrigated with an automatic irrigation system. Date: 0 �C: O CZ U� N Q � O � (3) O tt E� O CU0) IZ U �� 0 coo o �C13 L L i Q � �rn (u - U Q J > 0) CnC c ron CY7 J rn M Ir _a:m Q Q CO m 0 0 r U) W o (D C C,3 N cn a) o .- 0 E W 0 E 0 0 U o M CO Z 0 _m E E �- E o U m U U cn C)- Ir w _ o Q U U Q Q rr 0 0 Q C/) 0 0 0 0 w T7 co O N Q N Oco r 0 CD .--CD 0 t` LO N ,— LU Ir O CU y= _Cm N a— C CL W 0-~ 0 C45•� LL CnO .�� N U -ICU�4-4__ C) VJ , cu L U o C M _j PROJECT N0. 2226 SCALE As Noted DATE Oct 2003 SHEET L-6 MFL155A A, JOYN 5 NORTH Irrigation resign ConSul�at� 8411 Poca55et dace, Orlando, Florida 32821 (401) 816-1014 30' 0' 30' 60' la# 0001104 PROJECT 2226NO. SCALE 1 "=30' DATE Oct 2003 SHEET 1-1 E O U CuCU Z N O (� U -q C6 FL S o FL O � MEMO 0) N Q O R. ti N I� O 0 y— U Cu cum C:co C..) N co t? .� o QLL O U Off. Q Q J > U 7C3 U)C � C \ _m IL _^ a' aZ T 7C3 (Y) J � U p� PROJECT 2226NO. SCALE 1 "=30' DATE Oct 2003 SHEET 1-1 C CuCU b—■.. M 0 C`` C6 FL � o FL MEMO 0) N R. PROJECT 2226NO. SCALE 1 "=30' DATE Oct 2003 SHEET 1-1 C CuCU b—■.. M 0 C`` C6 FL � o FL 0) N O 0 y— U Cu Q — 0 cu V) t? U � s= 0 i PROJECT 2226NO. SCALE 1 "=30' DATE Oct 2003 SHEET 1-1 MATC.HI INF R F `f/ , ........... 41 V. ./f f///,'J .%if./XXX• `� ". ff „/x v 30 1 1 /e 2 1 Kv• D i 2 7 H H H H H H LEGEND • RAINBIRD 1806 -PRS SERIES 6" POP-UP SPRAY HEAD WITH MPR NOZZLE ■ RAINBIRD 1812 -PRS SERIES 12" POP-UP SPRAY HEAD WITH MPR NOZZLE ♦ RAINBIRD PA -8S -PRS SHRUB ADAPTER ON RISER WITH MPR NOZZLE HUNTER PGJ-06 PART CIRCLE LAWN ROTOR 2.0 NOZZLE (2.0 GPM) O HUNTER PGJ-06 FULL CIRCLE LAWN ROTOR 3.0 NOZZLE (3.0 GPM) At 2.7 PGP-ADJ-6 PART CIRCLE ROTOR HEAD 2.7 GPM ® HUNTER PGP -360-9 FULL CIRCLE ROTOR HEAD 3.7 5.5 GPM FULL RAINBIRD PESB SERIES ELECTRIC VALVE. ® SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN 2.8 AN AMETEK VP -12A VALVE BOX. - - - - - - CLASS 200 PVC MAINLINE - 2 1/2" C CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN 2.5 UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) TWO SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT D OF PIPE SIZE SHOWN. 1.9 CONTROLLERS- RAINBIRD ESP-40MC, 40 STATIONS, AND RAINBIRD ESP-24MC, 24 STATIONS. HALF PEDESTAL MOUNTED. PROVIDE A TRC COMMANDER E SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED 1.2 TO EACH CONTROLLER. (REMOTE CONTROL ONE TECHNOLOGY 800-275-8558) INSTALL A MINI-CLIK II F RAIN SENSOR AT CONTROLLER LOCATION. 1.0 GROUND WITH A 8' MINIMUM COPPER CLAD ROD. QUARTER SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. P POINT OF CONNECTION TO EXISTING REUSE MAIN. COUNTY TO PROVIDE 2-2" MASTER METERS COORDINATE FINAL LOCATION WITH ENGINEERING PLANS. NOZZLE CHART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A 1800-15F 3.7 15' FULL B 1800-15TQ 2.8 15' THREE QTR. C 1800-15TT 2.5 15' TWO THIRD D 1800-15H 1.9 15' HALF E 1800-15T 1.2 15' ONE THIRD F 1800-15Q 1.0 15' QUARTER G 1800-15EST .61 4' X 15' END STRIP H 1800-15SST 1.2 4' X 30' SIDE STRIP J 1800-12F 2.6 12' LOW FULL K 1800-12TQ 2.0 12' LOW THREE QTR. L 1800-12TT 1.7 12' LOW TWO THIRD M 1800-12H 1.2 12' LOW HALF N 1800-12T .87 12' LOW THIRD P 1800-12Q .65 12' LOW QUARTER R 1800-10F 1.57 10' LOW FULL S 1800-10H .79 10' LOW HALF T 1800-10T .52 10' LOW THIRD U 1800-10Q .39 10' LOW QUARTER V 1800-8F 1.6 8' FLAT FULL W 1800-8H .79 8' FLAT HALF X 1800-8T .52 8' FLAT THIRD Y 1800-8Q ,39 8' FLAT QUARTER Z 1800 -5H -B 1.0 5' HALF BUBBLER WL155A A JOYN;5 IrriqabionG;q,crultag 8411 Pom,,et place, Orlando, Florida 32821 (401) 816-1014 la# 0001404 E O U c Cl) 7C3 o� U_q O � N � C) C) Q co U �, o IL L o n� a� i C Q� nib} W � c c c _� roIL Q_ Z 7C) Cu a� T J � CC a m LD z 0 (D n Q U U) cti W Q U o w N Q r 0 m C � RS CU En Cl) C: C: .0 >Cf)S� Co � 'j-' o 0 LL aL 0 p 06 o tt3 4- "- 0 0 ._ CU LCQv ® LU C C 0 J PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET 1-2 IRRIGATION SYSTEM PERFORMANCE NOTES 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE OFF AN EXISTING REUSE MAIN. SYSTEM AS DESIGNED IS TO OPERATE OFF A MINIMUM FLOW OF 75 GPM AND A MINIMUM PRESSURE OF 60 PSI AT THE POINT OF CONNECTION. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION IF AVAILABLE FLOW AND PRESSURE DEVIATES FROM 75 GPM AND 60 PSI MORE THAN 5%, AND WILL AFFECT PERFORMANCE OF SYSTEM. MINIMUM PRESSURE REQUIREMENTS -60 PSI AT POINT OF CONNECTION USE 50 PSI AT BASE OF PGP ROTOR HEADS SPRAY HEAD 40 PSI AT BASE OF PGM ROTOR HEADS ON ROT 30 PSI AT BASE OF 1800 SPRAY HEADS 2) HEAD LAYOUT BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THAT WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAXIMIM GPM PER PIPE SIZE AS FOLLOWS: 3/4" PIPE 8 GPM 1" PIPE 14 GPM 1 1/4" PIPE 24 GPM 1 1/2" PIPE 36 GPM 2" PIPE 50 GPM 2 1/2" PIPE 80 GPM 3" PIPE 120 GPM 1/2" PIPE SHALL NOT BE USED FOR LATERAL PIPE EXCEPT FOR SHRUB RISERS 4) IN THE EVENT THAT WELLS ARE USED FOR THE WATER SOURCE FOR THE IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL. AT THE LANDSCAPE CONTRACTORS EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE LANDSCAPE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO THE SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE INSTALLATION OF THE IRRIGA110N SYSTEM. FAILURE TO REPORT SHALL PLACE LIABITLITY ON THE LANDSCAPE CONTRACTOR. WALL OR STRUCTURE 12" STEEL ANGLE --1 -SHRUB ADAPTER AND NOZZLE. SEE NOZZLE CHART. INSTALL RISER 4" ABOVE INSTALLED PLANT MATERIAL PAINT RISER BLACK PVC SCH. 40 RISER ULTRAVIOLET PROTECTIVE PVC CLAMPS PVC TEE OR ELBOW SHRUB RISER DETAIL NOT TO SCALE SIDEWALK, CURB ETC. FINISH GRADE PVC FLEX PIP USE 1/2!' ON SPRAY HEAD 3/4" ON ROT MIN. 18" LEN( PVC TEE SXS: OR ELBOW LATERAL LINE NOT TO SCALE SPRINKLER NOZZLE n» CP*F r P ART IM1201111MOM it SEMBLY EET ELL N OTE: ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. 16"x8"x11" CONCRE BASE 11111111041 .m 120 VOLT WIRE IN 11" CONDUIT .`. 16" —� OF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVE) CONTROLLER DETAIL NOT TO SCALE CONTROL WIRE COMMON WIRE ANCHOR BOLTS (4) 3" SWEEP ELL ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX FINISH GRADE WATERPROOF 6" MIN. CONNECTORS EXPANSION SURGE LOOPS 45 VALVE = 45 TO LATERAL LINE 6" GRAVEL TEE BASE MAINLINE n PLACE CONTROL WIRES UNDER MAIN MFL155A A. JOYNF5 lrrigabion be5ign Consul tarp 8411 poca55Aplace, Orlando, Florida 32829 ( 409) 616-7094 la# 0001404 ELECTRIC VALVE NOT TO SCALE NORTH 0 01 30'.0 E 0 U c Q) �-0 c- o � U -q o � a � Q) ti �o c� rn U Q o Z] �- ) i c Q� u ca 5 d 0 � c a -0 z a -m 1- �rn I } Q m � z E3 0 a C Q U U) w cc o U O LLJ N Q T 0 m R3 cu W 0 c: co c:. 9 �cf), :2 t6 ♦r .4-1o FL M ai IL O — 0 064— 0 O _A .i CL 0 U C CO J PROJECT N0. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET 1-3 GENERAL NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE AND SHRUB LOCATIONS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER AND ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP-UP ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE CONNECTION. CONTRACTOR SHALL NOT USE FUNNY PIPE. 4) PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. THE SMALLEST LATERAL PIPE SIZE TO A SINGLE SPRAY OR ROTOR HEAD SHALL BE 3/4". 5) ALL RISERS SHALL BE STAKED WITH A 1" WOOD DOWEL AND SECURED WITH UV RESISTANT PLASTIC CABLE TIES. RISERS AND DOWEL SHALL BE PAINTED FLAT BLACK. 6) ALL REMOTE CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 7) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 36" FROM ANY SIDEWALK, PATIO OR ROAD. 8) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE .LANDSCAPE ARCHITECT IN THE FIELD. 9) CONTROL WIRE SHALL BE 14-1 OF DIRECT BURIAL, COLORED RED FOR CONTROL WIRES AND WHITE FOR COMMON WIRES. NO CROSS CONNECTION BETWEEN CONTROLLERS SHALL BE ALLOWED. WIRE SPLICES SHALL BE MADE ONLY IN VALVE BOXES USING RAINBIRD 'SNAP-TITE" CONNECTORS. 10) ANY PIPING OR VALVES SHOWN OUTSIDE THE PROPERTY LINE OR OUTSIDE OF A LANDSCAPE AREA IS SHOWN THERE FOR DESIGN CLARITY ONLY. ALL PIPING AND VALVES SHALL BE INSTALLED ON THE PROPERTY AND WITHIN LANDSCAPE AREAS. 11) IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH, AND EXERCISE CARE SO AS TO NOT DAMAGE ANY EXISTING BERMS, WALLS, STRUCTURES, PLANT MATERIALS AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCA11ON AND INSTALLATION OF SLEEVES AND PIPING THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 12) DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 13) FINAL LOCATION OF THE AUTOMA11C CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 14) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL CONNECTION FROM THE JUNCTION BOX TO ALL EQUIPMENT. 15) THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES TO PROVIDE OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. IN ORDER TO ACCOMPLISH THIS, THE CONTRACTOR MAY SUBSTITUTE VARIABLE ARC NOZZLES IN PLACE OF THE SPECIFIED FIXED ARC NOZZLES WHERE NECESSARY. PRESSURE COMPENSATING SCREENS MAY ALSO BE USED TO REDUCE SPRAY DISTANCE. 16) THE CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL PREVAILING LAWS, CODES AND REGULATIONS. 17) ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS ' PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 18) THE CONTRACTOR SHALL PREPARE AN AS—BUILT DRAWING ON A REPRODUCIBLE MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE AS—BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 19) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 20) HOSE BIBS SHALL BE LOCATED ALONG THE PRESSURIZED MAINLINE AT A DISTANCE NOT TO EXCEED 100' BETWEEN BIBS, 21) SLEEVES SHALL BE PLACE UNDER PAVEMENT AS SHOWN ON PLANS AND SHALL BE A MINIMUM OF 2X THE SIZE OF THE IRRIGATION PIPE. 22) ALL SPRAY HEADS IN THE ROW SHALL BE EITHER 6" OR 12" POP—UP AS INDICATED ON THE PLANS. 23) CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 24) CONTRACTOR SHALL INSTALL PURPLE PIPE AND IRRIGATION EQUIPMENT INDICATING THE USE OF RECLAIM WATER FOR IRRIGATION AS REGULATED BY ALL LOCAL AND STATE REGULATIONS. 25) CONTRACTOR SHALL PROVIDE AND INSTALL ALL POINT OF CONNECTION EQUIPMENT SUCH AS, BUT NOT LIMITED TO, BACKFLOW PREVENTER AND METER AS REQUIRED BY THE GOVERNING JURISDICTION. WU55A P., JOYN;5 8411 Pocasset place, Orlando, Florida 32821 (401) 616-1014 la# 0001404 NORTH 30' 0' 30' 60' E O U C: �5O C/)-0 O tCS U� o m aCS Cz �o c� rn U �� L O Z� L ^U 0- W v c Q� -im a Cz c c � Z 7C) a� T rn m } Q m z O C 0 C U U) cd W o U 0 LLj N Q 0 C m E >N Cu (� � m O �cc o CL 0 6. aD O _� ° 06 — a) 0 CUU)0 tU C 70 CO J PROJECT NO. ') 2226 SCALE 1 "=30' DATE Oct 2003 SHEET I-4 II / I I () I 1 114 I 115 I II 113 I I I -1 i ry 146 147 148 149 150 151 1152 1153 108 \ 109 \ 110 101 / �� /\ 107 102/ / ' Sidewalk to join Westyn / Bay Subdivision to the Towns of Westyn Bay` 105 103/ 104 PeXestria� Gate m tch prNect ntry g e v mason �i to tie into rear Westyn Bay Boulevard buffer wall, 2,360'+/' Wall to wrap site o Ocoee o ka Road. Detail F . Existing Buffer /'°`` Wall 42 I I t Vyestyn Bey Subdivision I 119 I I 116 I 117 1 I 118 I I 120 1 121 ' t I -- 154 155 156 157 158 159 160 161 162 In LO LO LO co Lo LO LO LO co 122 \ 163 1 164 1 165 1 166 1 167 1 168 1 169 1 170 1 171 1 8 57 ' 58 ' 59 1 60 ' 61 1 62 1 63 0 N LO CD ti G7 >> > 00 81 82 83 84 85 122 121 120 119 118 117 116 115 roject Entry. 70,>128 127 126 125 124 123 ee sheet H- '°s ros -0" o t t I "OV roo o 101- 107 °2ror gl N 3N\'6 go 3 „� / o 0 = -011 sign -- o ,_ � � � � 98 9� o / 40'-0" 30' tyP' 96 O-co-ee Crown --Pais nt Barkway *-0, 0 o , Exi tin igr-rWall. See n ` 6 611-011 s ion set for/ Bajuivr� 123 i� Pedestrian Gale Ball Finial on all pastsiyp. 4N4" Post typ. /A7 0 6' N s' sidewalk eFence with Finials H-1 Scale: not to scale GENERAL NOTES: 1. DETAILS ARE FOR REFERENCE OF MATERIALS AND FINISHES ONLY. SEE STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR STRUCTURAL DETAILS OF REINFORCEMENT AND FOOTERS. 2. ALL HARDSCAPE ELEMENTS, DETAILS, MATERIALS, FINISHES, COLORS, & ACCESSORY ITEMS TO MATCH EXISTING WESTYN BAY DEVELOPMENT, UNLESS OTHERWISE NOTED. 3. ANY LIGHTING ALONG THE PERIMETER OF THE SITE SHINING ON THE BUFFER WALL, LANDSCAPING OR SIGNAGE, MUST BE SHIELDED AND SCREENED WITH SHRUBS TO ELIMINATE GLARE. Alum=0 fence,with236' - 6' Masonry wall, 2,360'+f. Wall to wrap site to Westyn Bay Boulevard. See Detail F H-2 6' Masonry wall to tie into rear of Ocoee -Apopka Road Buffer Wall /X1 (o (81 r / Existing 6' Typical Signage NORTH .0 .0 0 c) Q E 0 U U Q rr 11 M 0 U � C �Q) C/)� v -q Q ch o � po �o criM U �� c� O o Q�U_ m O� U Cz Q� y/ U 7 U) c M a- a' z 7C3aCY) TTT VJ _ _ _ Cl) m m m m 00 00 co C\j ice-• Cl T E E EE co (0O C E. E d 0 0 0 Q U U o U U ai a) Q 0 - Ir cc Ircc 0 0 0 0 W 0 0 o N Q ai v ce) ,- 0 0 0 0 >> 't C cum � a- c C: .� t!)ID 0 CU -04— o Cl) ;:j0 o 70 c - u Cl) _ CU� 0 PROJECT NO. 2226 SCALE 1 "=60' DATE Oct 2003 SHE H-1 I Station 11 + 57.5, to be location of e foof s Ine to b �-----T---- r— N perpendicular to roadway centerline. 2�: 23'-5" 49'-5" 22;-0" Rjaw.114 Pedestrn Access -N,23'-5" "ente in f wall o be 8'-5" rom an rallel to b of sidew k 1Q(9 /0,> „__ 06 49'-511 N Col +/ /- Type B Column 16" MOUNTABLE CURB, SEE CIVIL PLANS 12" WIDE CONCRETE BANDS, BOTH ENDS OF PAVER FIELDS, SAW CUTS 24" O.C., SPONGE FLOAT FINISH. 5 � � E H - 2 — Station 10 + 93.17, to be Station 10 + 87.49, to be `� \ — location of baseline for left sign location of baseline for right sign E \ wall. Baseline to be g y-2 wall. Baseline to be perpendicular to roadway o perpendicular to roadway Ocoee centerline. centerline. Crown All dimensions shown on the layout plan are to the Town Poi cefifooffhe wall/column unless otherwise noted. Wall layout 120 n� pa ar -ddimensioning tc�match unless otherwise noted. All walls — — _ Right'o f -- a� to be pawl►el or perpen�ulato right-of-way, unless way otherwise noted.- all&to be at leapt 1-5�_off of property lines, unless otherwise noted. All gate -dimensions to be field verified. A Pro'ect Entrance Plan H-2 Scale: �" - 30� NORTH I- - 13-0" 24" x 24" Type B Column to match existing & MASONRY WALL TO columns along Westyn Bay Boulevard J_ ENCLOSE DUMPSTER. SEE Wall and columns to match existing o TYPICAL MASONRY WALL Westyn Bay Subdivision ELEVATION. T DOUBLE -SWING SOLID METAL GATES FOR DUMPSTER ACCESS, BY OWNER. Typical Walled Dumpster D Plan View H-2 scale: Not To Scale 6' TYPICAL ROAD BUFFER WALL ELEVATION n �'-0" CONCRETE SIDEWALK TYP. EIFS CAP AT SIGN AND PLANTER WALLS SIMILAR TO ITEM #T150 BY HADDONSTONE, PH.: 407.629.6100. SMOOTH/SAND FINISH, COLOR -"BATH 02" OR EQUAL RECTANGULARMEDALLION BORDER (APIAN STONE COLOR: C`' • ` COURSE, ! ON ! REQUIRED TO MAKE SQUARE FORM MEDALLION INSET (APIAN STONEQ`' • • COLOR: ` ' PAVERS, PATTERN AS SHOWN APIAN STONE ROADWAY • A' . • �--COLOR: �� , 4 R BOND �4 PATTERN �4 FULL DIAMOND PATTERN (SQUARE COLOR: CHARCOAL) HALF DIAMOND PATTERN (SQUARE 11 1 CUT IN HALF, COLOR: NATURAL GRAY) BAND BORDER (RECTANGULAR UNIT 6 CHARCOAL), COURSE, END• ! BOTH SIDESOF DIAMOND PATTERN. 24" TYPE F CURB. SEE CIVIL►�� DRAWINGS. APIAN STONE TRAFFIC LANE DIVIDER (RECTANGULAR UNIT 6 5/6" X 016", COLOR: CHARCOAL) SINGLE COURSE, END ON END B Typical Pavement Pattern Detail H-2 scale: 1/4 o -(0 Finish Grade Ld Height to be measured from the finished grade on which ever side of the wall is higher, front or back. ::E:Typical Road Buffer Wall Elevation H-2 scale: Not To Scale AUTOMATIC ALUMINUM GATE AND EIFS CAP AT SIGN AND PLANTER OR CROSS ARMS AT VEHICULAR WALLS SIMILAR TO ITEM #T150 BY EXIT (ACTIVATED BY VEHICLE HADDONSTONE, PH.: SENSOR) (407.629.6100) SMOOTH/SAND 16-0" o.c. ROADWAY FINISH, COLOR- BATH 02 OR EQUAL O 11-011 10'-4" CD C0 CU 3" EIFS SIGN MOLDING WITH COLOR AND FINISH TO MATCH WALUCOLUMN CAP (SEE DETAIL) I Gated DECORATIVE EIFS WALL PLAQUE BY TREADWAY INDUSTRIES TO MATCH EXISTING SIGNAGE. SAMPLE TO BE SUBMITTED PRIOR TO INSTALLATION. 2' COLUMN W/ PRECAST EIFS CAP AT SIGN AND PLANTER FIELD OF PRECAST CONC. WALL TILE CONCRETE CAP (f0 MATCH WALLS SIMILAR TO ITEM #T150 BY FRENCHSTONEBA INC SODA FINISH, INI FF, COLOR EXISTING 2' COLUMN CAPS) HADDONSTONE, PH.: CO. (941.597.7218} OR EQUAL (SIGN TEXT BY COLUMN -STUCCO FINISH 407.629.6100. SMOOTH/SAND S (MEDITERRANEAN FINISH, COLOR -"BATH 02" OR 3' TYPE OTHERCOLUMN WITH "KNOCKDOWN"), COLOR TO EQUAL PRECAST CONC. CAP MATCH EXISTING COLUMNS _ AND FINIAL TO MATCH r EXISTING (TYP) O r C,fl O & TYPICAL ROAD 2'-0" - BUFFER WALL o I 1'-7" o N - ............... . o t �o 00 C CQ oCC) C C° T' 12-16", TYP. 00 „ T 3" EIFS SIGN MOLDING STUCCO WALL WITH 3 -0 WITH COLOR AND FINISH MEDITERRANEAN 1" REVEAL W/ INSET OF PRECAST NOTE: TO MATCH EXISTING "KNOCKDOWN" FINISH. CONC. WALLTILES (3/4"X12"X12'), EIFS WALUCOLUMN CAP/FINIAL MAY BE WALUCOLUMN CAP FINISH AND COLOR TO ROADSIDE OF COLUMNS ONLY. USED. AVAIL. through TREADWAY MATCH EXISTING WALLS. BAKING SODA FINISH, COLOR INDUSTRIES, PH. 352.326.3313 OR FRECHSTONE, BY D.C. KERCKHOFF, CASTLESTONE, PH.: 407.228.6146.CO. (941.597.7218) OR EQUAL (SIGN CONTRACTOR TO SUBMIT SAMPLES TO C Pro ' e ct Ent Wall EIevatIon TEXT BY OTHERS) LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. H-2)scale: Not To Scale NOTE: Total area of all signage combined shall meet Article VIII, Section 8.6.M of the City of Ocoee LDC. HEIGHT TO BE MEASURED FROM THE & MASONRY WALL TO BE PRECAST FINISHED GRADE ON WHICH EVER OR CONCRETE BLOCK & STUCCO. SIDE OF THE WALL IS HIGHER, COLOR TO MATCH WESTYN BAY FRONT OR BACK. SUBDIVISION -FINISH QR ADE F Tical Masonry Wall Elevation H-22scale: Not To Scale -1 " REVEAL W/ INSET OF PRECAST CONC. WALL — FIELD OF PRECAST CONC. WALLTILE TILES (3/4"X1 2"X1 2"), ROADSIDE OF COLUMNS (3/4"X12"X12"), BAKING SODA FINISH, COLOR ONLY. BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. FRECHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL (941.597.7218) OR EQUAL & TYPE A COLUMN ALUMINUM GATE (PEDESTRIAN AND VEHICULAR, WITH PRECAST CONC. BLACK POWDER COAT FINISH CAP AND FINIAL TO (SELF-CLOSING/SELF-LATCHING). CONTRACTOR MATCH EXISTING 9YP) TO SUBMIT SHOP DRAWINGS OF GATE AND HARDWARE FOR APPROVAL PRIOR TO [FABRICATION STUCCO WALL WITH MEDITERRANEAN "KNOCKDOWN" FINISH. COLOR TO MATCH EXISTING WESTYN BAY SUBDIVISION Entry Elevation H-2 scale: Not To Scale ' 16 MOUNTABLE CURB, 2' CURB & GUTTER, TYP. TYP. SEE CIVIL DWGS SEE CIVIL DWGS NOTE: EIFS WALUCOLUMN CAP/FINIAL MAY BE USED. AVAIL. through TREADWAY INDUSTRIES, PH. 352.326.3313 OR CASTLESTONE, PH.: 407.228.6146. CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. Fi-2) scale: Not To Scale NOTE: Total area of all signage combined shall meet Article VIII, Section 8.6.M of the City of Ocoee LDC. T DECORATIVE FINIAL - z PRECAST OR FORMED TO MATCH EXISTING o MATCH HADDONSTONE O #E730 OR EQUAL W � �c C: >N:2 EIFS COLUMN CAP, TO ,— �- o _ U N MATCH EXISTING 77 CL CONCRETE BLOCK o = W 4"x 4" TILE INSET (CERAMIC 06 w 0 FINISH MEDITERRANEAN ALHAMBRA SPANISH Q KNOCKDOWN FINISH, U COLOR TO MATCH COTTO/4"X4" BY WALKER 0 6„ ZANGER (407.894.2030) OR W w TYP. EQUAL - 2'-0" 1"REVEAL WI INSET OF Cn 11-1 PRECAST CONCRETE WALL Q TILES (3/4"X12"X12"). BAKING > SODA FINISH, COLOR TO MATCH EXISTING, BY DC KERKHOFF, PH. 41.597.7218 OR EQUAL �-- 3'-0" ---� G 3' Twe A Column Fi-2) scale: Not To Scale NOTE: Total area of all signage combined shall meet Article VIII, Section 8.6.M of the City of Ocoee LDC. T \- EIFS COLUMN CAP, TO z MATCH EXISTING o co O O c6 W � �c C: >N:2 ca ,— o _ U N r > W CL CONCRETE BLOCK o = W COLUMN WITH STUCCO 06 w 0 FINISH MEDITERRANEAN KNOCKDOWN FINISH, U COLOR TO MATCH 0 0 EXISTING. ---1 2-0" �--- H 2' Tvoe B Column H-2 scale: Not To Scale GENERAL NOTES: 1. DETAILS ARE FOR REFERENCE OF MATERIALS AND FINISHES ONLY. SEE STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR STRUCTURAL DETAILS OF REINFORCEMENT AND FOOTERS. 2. ALL HARDSCAPE ELEMENTS, DETAILS, MATERIALS, FINISHES, COLORS, & ACCESSORY ITEMS TO MATCH EXISTING WESTYN BAY DEVELOPMENT, UNLESS OTHERWISE NOTED. 3. ANY LIGHTING ALONG THE PERIMETER OF THE SITE SHINING ON THE BUFFER WALL, LANDSCAPING OR SIGNAGE, MUST BE SHIELDED AND SCREENED WITH SHRUBS TO ELIMINATE GLARE. r---- �J Date: E O U � C U o � U_q v Q m 0 � O coo o 00 U N 0 0 QT Y L p U C Q � U Q J > d) U c ca a- Z r J m m m m m 0 0 0 0 co N O , E � m m 0 0 co o a (D a> U c _ 0 0 U Q Q U U w D m G) U U Q c CD a) rr Ir 0 0 0 o W CDr O O N Q 0 0 0 0 >> d CO N r W c PROJECT NO, 2226 SCALE 1 "=50' DATE Oct 2003 SHEEP H-2 CU 0Cum O U �c C: >N:2 ca o _ U N .20 .LL Cn a) "5 a- CL � o (1) 0 06 =5o 0 U) Va U 0 0 PROJECT NO, 2226 SCALE 1 "=50' DATE Oct 2003 SHEEP H-2