The URL can be used to link to this page

VII(A) Towns of Westyn Bay PUD – Project #LS-03-005Mayor S. Scott Vandergrift Acting City Manager V. Eugene Williford DATE: April 9, 2004 STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Planning Manager qA� THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Towns of Westyn Bay PUD Final Subdivision Plan Project # LS -03-005 Agenda 04-20-2004 Item VII Al Commissioners Danny Howell, District 1 Scott Anderson, District 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 011-�Iip ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for the Towns of Westyn Bay PUD? BACKGROUND: The Towns of Westyn Bay PUD includes about 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 was part of the Westyn Bay Preliminary Subdivision Plan, designated as a future multi -family development with R-3 zoning. The property is currently occupied by an old orange grove. The owner intends to develop the property as a private, gated townhome community with fee simple ownership of the units. The PUD Land Use Plan and Preliminary Subdivision Plan were approved last fall. The Towns of Westyn Bay property is bounded to the west and north by the Westyn Bay single family subdivision and the Vinyards subdivision, both with R -1 -AA zoning. It is bounded to the east by Ocoee Apopka Road and the area across that road is currently undeveloped with R-1 -A zoning. The area to the south, on the south side of Ocoee Crown Point Road, is the Westyn Bay commercial area (currently undeveloped) with C-3 zoning. DISCUSSION: The Towns of Westyn Bay includes a total of 172 townhome units, with a density of 9.38 units per acre. The Towns of Westyn Bay is a gated community, like the single family portion of Westyn Bay, and will be part of the Westyn Bay master homeowners' association. Recreation facilities for the residents are provided within the project itself, but meeting space will be shared at the main recreation complex for the Westyn Bay subdivision. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Honorable Mayor and City Commissioners April 9, 2004 Page 2 of 3 There is one entrance point into the Towns of Westyn Bay from Ocoee Crown Point Parkway, across from one of the entrances to the commercial property. There is also a pedestrian connection through a gate to Westyn Bay Boulevard, allowing pedestrian access between the townhomes and the rest of the Westyn Bay community. A 6' buffer wall with landscaping is provided between the townhomes and the two adjacent single family subdivisions. The 6' buffer wall and landscaping to be built along Ocoee Apopka Road and Ocoee Crown Point Parkway will match the wall and landscaping that have been provided for the rest of Westyn Bay. However, it will also meet the City's recently upgraded landscaping provisions related to size and amount of plant materials for multi -family developments. Ocoee Crown Point Parkway was designed as a four lane road with left and right tum lanes into each of the adjacent developments. When Ocoee Crown Point Parkway was constructed for the first phases of the Westyn Bay single family subdivision, only the two outer lanes and minimal tum lanes were constructed. However, the two interior lanes and all necessary tum lanes for this project will be constructed before any residents move into the Towns of Westyn Bay subdivision. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Final Subdivision Plan for the Towns of Westyn Bay PUD was reviewed by the Development Review Committee (DRC) on April 5, 2004. There were a few minor issues to be addressed from the City Attorney and from the Planning Division that were identified in written staff comments. All of the issues were discussed and a few minor changes to the Plan were agreed upon. The discussion included a condition related to street light poles and fixtures. When the discussion was finished, the Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to making the changes agreed upon at the DRC meeting, including using promenade style light poles with black shielded fixtures, submitting a street lighting plan to Staff for approval and installing all street lights prior to issuing the Certificate of Completion. The plans have now been revised to address the issues that were discussed at the DRC meeting. However, there is an inconsistency between the plans prepared by the project engineer and the plans prepared by the project's landscape architect, specifically regarding the location of the buffer wall along Ocoee Crown Point Parkway. To resolve this inconsistency, the location of the buffer wall as shown on the plans prepared by the project engineer needs to be revised to match the location of the buffer wall as shown on the plans prepared by the project's landscape architect. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission is scheduled to consider the proposed Final Subdivision Plan for the Towns of Westyn Bay on April 13, 2004. The City Staff and the Developer will present a staff report and answer questions about any issues that come up. Since this package was sent out prior to the Planning and Zoning Commission meeting to discuss this plan, Staff will provide a summary of the P&Z discussion and action at the City Commission meeting. Honorable Mayor and City Commissioners April 9, 2004 Page 3 of 3 STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan for the Towns of Westyn Bay PUD, as date stamped received by the City on April 7, 2004, subject to using promenade style light poles with black shielded fixtures, submitting a street lighting plan to Staff for approval and installing all street lights prior to issuing the Certificate of Completion and subject to revising the location of the buffer wall on the engineering plan sheets prior to the pre -construction meeting. Attachments: Towns of Westyn Bay PUD, Final Subdivision Plan, date stamped April 7, 2004 O:\SWIT Reports\2004\SR04025 P&Z.doc CITY OF OCOEE FLORIDA 9 nommw I .P, .�RE. , FOR WEST GROVES VENTURE, LL,Lrl C/o L.H. WEST, LLC DESCRIPTION: A PARCEL OF LAND LYING /N SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCEAT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST,- THENCE RUN S86°38'40"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 N2801718"E, ALONG SAID WESTERLY RIGHT OF WAYLINE, 363.58 FEET THENCE DEPARTING SAID RIGHT-OF-WAYLINE RUN S8702823 "W 359.74 FEET* THENCE RUN NO °21'57"E, 585.48 FEET TO THE SOUTH LINE OF LOTS 114 THROUGH 123, WESTYN BAY- PHASE 1 ACCORDING TO THE PLAT THEREOFAS RECORDED IN PLAT BOOK54, PAGE 29 OF THE ORANGE COUNTYPUBLIC RECORDS; THENCE RUN S87°2822"W, ALONG SAID SOUTH LINE, 764.53 FEET TO THE EASTERLY LINE OF LOTS 104 THROUGH 107AND LOTS 110 THROUGH 112, WESTYN BAY- PHASE 1; THENCE RUN THE FOLLOWING THREE COURSESAND OWNER/APPLICANT WEST GROVES VENTURE, LLLP 423 S. KELLER ROAD, SUITE 210 ORLANDO, FLORIDA 32810 (407) 667-8989 PROGRESS ENERGY 3250 BONNETT CREEK ROAD LAKE BUENA VISTA, FLORIDA (407) 827-1250 D/STANCESALONG SAID EASTERLYL/NE: S02027'16"E, 45.78 FEET, • S21 °56'47"W, 401.36 FEET; THENCE RUN S4702933"W 226.67 FEET TO THE EAST RIGHT OF WAYLINE OF WESTYN BAY BOULEVARD; THENCE RUN S351,09'18"E, ALONG SAID EAST LINE, 255.37 FEET TO THE NORTH LINE OF TRACT B, WESTYN BAY- PHASE 1, THENCE RUN S77005'10"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 WAYLINEAND CURVE HAVINGA RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 39°33'43'; 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, CONTINU/NGALONG SAID NORTH RIGHT OF WAYLINE, 428.51 FEET TOA CURVE CONCAVE TO THE NORTH, THENCE RUN NORTHEASTERLYALONG SAID CURVE HAVING A CENTRAL ANGLE OF 7605936'; A RADIUS OF 50.00 FEET, ANARC LENGTH OF 67.19 FEET, A CHORD BEARING OF N66°47'06"EANDA CHORD DISTANCE OF 62.25 FEET TO THE POINT OF BEGINNING THEABOVE DESCRIBED PARCEL OF LAND CONTAINS 18.335ACRES MORE OR LESS. ENGINEER SURVEYOR GTC ENGINEERING, CORPORATION SEARS SURVEYING COMPANY 98 SOUTH SEMORAN BOULVARD 315 N. FERNCREEK AVENUE ORLANDO, FLORIDA 32807 ORLANDO, FLORIDA (407) 380-0402 (407) 897-6220 BRIGHTHOUSE WATER 911 STATE ROAD 434 NORTH ORANGE COUNTY UTILITIES ALTAMONTE SPRINGS, FLORIDA 32714 UTILITIES -WATER, STE. A (407) 291-2500 8100 PRESIDENTS DRIVE 12 ORLANDO, FLORIDA 32809 13 (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. 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 1-1- L6 LA �' ' z e ,`'S' ;� t 1, tr 'NN Orr"' 11-I4 tIRRIGATION PLANS H1 -H2 HARDSCAPE PLANS S1 SURVEY 1. WATER SYSTEM a. Actual lengths of pipe between branches and valves in the run. b. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (two ties minimum). C. List the depths 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. SITE LOCATION GTCE July 2003 -0 N� .0-- o _ to O-�, y- U pa>meO2 N ¢��==N m = 0C Z c � rnN0 »_.O 0 D - O U dO O O N O N Z U Q N O N a G �Q O O Cn �= m O N. T.S. .,'C...fl N N .2 N z 0 2 N� N __ N N } E>a m U Ea 0 N f6 ' Z .O � — U > a @ r.- Lu rn Uo �cQ U- 0 3t6o a o o -ov Z a)� 2 m > , o v 2 2.2 a�=CO o QN tm 0U� APR 7 a4 is t nin ee�ing C"'orporation� 98 South Semoran Blvd, Orlando, FL 32807 407-380-0402 JOB NUMBER HBL-9 APR 0 6 2004 SHEET 1 of 13 HBL91:0V.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 ir 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/AWWA 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 AMA 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 AMA Standards and Specifications. PVC water mains four (4) inches diameter or greater shall be AMA C-900 (DRI 8) 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/AWWA 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 AMA 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 Ill. 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) _?L 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) A -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) XThis 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. HBONOTE.00N 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 Vill, 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 VII I, 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 Declarant's 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 understory 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. VUaiuPr TahlP 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 maintenance building only COA #35 4.19 Ac. Building Pad 3.98 Ac. 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 01 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 (225/unit) Garage 172 Driveway 172 On Street 58 Total Parking 402 GTC Engineering Corporation Certificate of Authorization 98 South Semoran Blvd, Orlando, FL 32807 Number 6758 407-380-0402 f �� Claude L. Cassagnol, P.E. ` `C P.E. Number 35490 HBL9CondtionsAgn iVA - i- ,rc PO BA'.' �� „y P'6?^ 71- I 6' MASONRY LL (SEE DETAIL F/ 2 ON SHEET H2) S D31 5, TRACTK jr s VIV FE l %I 1 I I I �''?,.1'i J'E l .�' AA I I I 1 IS20 I I I 1 - D44 0 035 -L--�1-- S19 -r 1 TRACTA 61 MASO RY WALL .. - (SEE DETAIL r&+2 --O SHEET H2) 56 i 42 ♦ tr �L 44 i i -4 ~ 55 41 J- --50-11 B ----50`B ILDING 1¢3 Q 40 j 45 , i -- 54 1 35 SET- ACK_- 1 033 O 52 qb 47 r 045 ' � f -� A¢ TRACT N 135'- 81 iPVC @0.30% ♦� _ _ - c 522 1 139 1 I I I I I 1 , 50 - STA. 40+67.16, f2`7- L T I I S18 t --- SAN. IMH, 138 ' I 49 �. 3 - INV:`103a 10 E) INV.103�00 37 36 35 34 33 32 31 30 29 48 8' SIDEWALK TRACT AA�� 1 1 I I i I I I 991- 8" PVC .@0.30'/.r- �� 136, 53 i ♦ DU i QV 036 d _ jD j 1 5_L_ -_I-_- --'---- ��- S23 ., , �, , D4811 �'.. A 39+69.36, 127 0' L T 73¢ SAN. MH. I I I I I I 5' PEDESTRIAIV -'.. TOP 109.2 GATE '`\]A'V.104.70 133 I 1 I I I I 24 25 26 27 28 _ 1 CQ ! 18 19 20 121 22 23 - I 1 ` 223'- 8" PVC @0.30% 046 , -4 ♦ / 32 1 "- TA. 39+03.77, 66.4' L7 - N, MH. �, OP 106.9 I S12 I l V. 104.03 (N) , 7,3, Q rD38 TRACT L 4 /I IV. 103.93 (S) E- PO ' i 129 041 I i � 039 6 �I ' D43 X47 78,_ „•PV \ _� I � TRACTF r� 14 13 12 11 10 9 I CABANA 17 16 (15 �I i I i I I D18 < TIN H 11 ,��,� ' ��'' S10 i I I 1 I i L 07. (E S 'l INV. (EX ; 7h V. 1 .69 (PR F)\\ �� 040 i TRACT A `\IS64NLET , 019- - - - - - - 'N bJ/ED S R11Q LINE '� I, I rn v MO '\.\' D20 N N N U ., IN Q I 4 GI aATED �. c� i IxI c[ ENTRY ';EXISf"ING MH' . % 1 F_ _ _ I 4 \ _P: 108.46 ', �' _ ---1---I I IX11 Vt;, 99.0Q \ i `. \ �%` I I _ I _ - - + ; I ...�---- . 40 r , j TRACT U ' - -� - -, !- TRACTB f ,� - �1 = _ D24 PROJECT SIGNAGE SETBACK (SEE DETAIL SHEET H2) -__ _� ' 17-i-00 EXISTING 12" l r ' �`````` r� ~ 5' SIDEWALK (TYP)_._------ - ------WAT_ER-10WE � �- F UF }rj ° To ATCH EX/ST/NG OCOEE CROWN POINT PARKWAY tOAD B ESTE' BAY W LL } $EE DETAIL E/H2 ON SHEET 1421 13 - 1 t 100 ROW NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. 120'ROW - - �-- REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING /Ir)N1E.6013,-We SERVICES (PHONE: 407-423-0504) NOTE: ANY LIGHTING ALONG THE PERIMETER OF THE SITE SHINING ON THE BUFFER WALL, LANDSCAPING OR SIGNAGE, MUST BE SHIELDED AND SCREENED SURVEYING AND BOUNDARY DATA BASED WITH SHRUBS TO ELIMINATE GLARE. ON INFORMATION PROVIDED BY SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) EXISTING OVERHEAD WIRES, BARBED WIRE FENCE, AND & DISTRIBUTION EASEMENT WILL BE REMOVED OR ELIMINATED. PRIOR TO BEGINNING CONSTRUCTION. GEOMETRY DATA `'. ROAD H ROAD F 50' BUILDING Beginning chain A description Curve Data Beginning chain F description y........................... ............................................ •-----------.............................................................................. SETBACK `' Curve °-' ` Point t N 1,552,683.3819 E 478,540.1387 Ste 10.00.00 P.I. Station 37+77.83 N 1,552,869.1765 E 478,184.1947 Point 40 N 1,552,920.9273 E 478,735.3957 Sto 80+00.00 1 Delta - 47• 38' 33.89" CRT> Course from 1 to PC C-1 N 10' 49151.0511 E Dist 75.0952 Degree - 154• 51' 12.45" Course from 40 to PC C-11 S 38' 1B' 10.80" E Dist 128.5099 Tangent 16.3354 Curve Data Length - 30.7663 Curve Doto •----------• Radius - 37.0000------------ �` Curve C-1 Enxgternal 3.4456 Curve C-11 i v-" P.I. Station 011+21.73 Nlta. 11355218'02.83" 7tL E 478,583.0138 LongdChorOrdd 3.9152176 P.I. Station Delta 81-47.45 N 54' 52' 295.79417 T) 478,826.7903 TRACT K Degree - 141 19126.1811 P.C. Station 37.61,49 N 1,552,869.896B E 478,200.5137 Degree - 1541 51112.4511 Tangent - 92.8570 P.T. StationC.37-92.26 N 1,552,908 8508 •7E 06 E 478,198 8822 •�65 Tangent - 18.9436 35 0162 Radius 400.0001 Back - S 871 28' 21.96" W Radius 37.0000 iIF I III External - 2.7097 Ahead - N 44• 53'04.15" W External - 4.5675 _ Long Chord - 92.6487 Chord Bear - N 681 42'21.10" W Long Chord - 33.7240 I I Mid. Ord. - 2.6915 Md. Ord. - 4.0656 ~ 1 I I I 1 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' 53104.15" W Dist 88.3132 P.C. Station 81+28.51 N 1.552,820,0799 E 478,815.0487 I I I ( P.T. Station 11+67.95 N 1,552,849.5415 E 478,561.0037 P.T. Station 81+63.53 N 1,552,806.0493 E 478,845.7155 1 j I I I C.C. N 1552,832.3034 E 478,161.3752 •Curve Data C.C. N 1,552,843.0133 E 478,844.0842 Back - N 10• 49'51.05" E --------- Back - S 381 18'10.80" E I Ahead - N 2• 28'11.78" W Curve C-8 Ahead • N 87' 28'23.39" E Chord Bear - N 4. 10149.64" E P.I. Station 39+04.95 N 1,552,960.5964 E 478,093.1420 Chord Bear - S 651 24'53.70" E Delta - 66• 45'38.59" CRT) 1� I Course from PT C-1 to 51 N 21 31'38.04" W Dist 36.2310 Degree - 1541 51'12.45" Course from PT C-11 to 44 N 871 28'23.39" E Dist 189.6223 - Point 57 N 1,552,885.7373 E 478,559.4062 Sta 12+04.18 Tangent 24.3788Length - 43.1122 Point 44 N 1,552,813.5275 E 479,015.1728 Sto 83+33.15 Q ^ nl /f�' �/f Ra us - 37.0000 Q N bU)V/PSTER.............................................................................. External - 7.3094 CI Cp ` Longg Chord - 40.7144 �- ^ I M1d.Ord. - 6.1036 � ^ ` �. - i ROAD B P.C. Station 38+80.57 N 1,552,943.3233 E 478,110.3457 I 1 Beginning chain 8 description P.T. Station 39+23.89 N 1,552,983.2197 E 478,102.2256 I ................... ............... C.C. N 1 552 969.4334 E 478,136.5613 ........................................ I I ( 1 I I I I I '-- Back - N 4�• 53104.15" W I Ahead - N 21• 52'34.44" E Chord Bear - N 1t• 30'14.86" W Course from 5 to 50 N 871 28121.96 E Dist 638.9827 Course from PT C-8 to 27 N 21' S2' 34.44" E Dist 411.0681 ' ROAD G Point 5 N 1,553,361.2277 E 478,177.0097 Ste 20+00.00 Point 27 N 1,553,364.6872 E 478,255.3908 Sta 43+34.75 .............Beg..... chain description .......................... _ Curve Data.............................................................................. .............. .. Curve C-2 •----------• Point 45 N 1.552,704.3940 E 478,956.3615 Sto 90+00.00 %jj, Paint 50 N 1,553,389.4031 E 478,815.3709 Sto 26.38.98 P.1. Station 26+75.98 N- 1,553,391.0346 E 478,852.3349 Course from 45 to PC C-12 N 281 19'11.84" E Dist 140.9205 Delta 9D• 00'00.00" CRT) Degree 154• 51112.45" CurveData Tange9 ROAD C nt 37.0000 •----------• Length 58.1195 Curve C-12 1,552,837.4243 E 479 028.0507 I Radius 37.0000 Be innin chain C deacri tion P.I. Station 91+51.12 N, External 15.3259 ...........................:...::..............P ............................ Delta - 3• 8'54.55" (LT) 0271 1 I I I -----• I 1 Longg Chord - 52.3259 Degree - 154• 51'12.45" I I ' MId. hor - 10.8370 Tan ent - 10.1968 Paint 28 N 1,553,091.6991E 478,145.7818 Sto 50.00.00 - , 1 } P.C. Station 28+38.98 N 1,553 189.4031 E 478,815.3709 Leng - 18.8996 l7 Y'• - - i �y 1 P.T. Station 28+97.10 N 1 553 354.0706 E 478 853.9664 Course from 28 to PC C-9 N 87• 28'21.96" E Dist 348.8070 Radius - 37.0000 6 C.C. N 1,553,;524391 E 478,817.00124 External - 1.3793 Back - N 87° 28'21.96" E Curve Data Long Chord - 19.6606 Ahead - S 2• 31138.0411 E ______- Mid. Ord. - 1.3298 Chord Bear - S 47• 31' 38.04" E - • P.C. Station 91+60,92 N 1554847 6114 E 479 023.2134 Curve C-9 P.T. Station 91+60.1 N 550006 6114 E 40.6419.6068 -----�_ P.I. Station 53*85.81 N 1,553,108.7110 E 478,531.2138 65 I Course from PT C-2 to PC C-3 S 2• 31' 38.04" E Dist 135.0000 Delta 90- 00' 00.00" CRT) C.C. N 1.5 2.84 .0006 E 478,990.6419 U I Degree - 154• 51' 12.45" Back • N 28• 9' 2.71" E _ I 1 -wrva Data Tangent 37.0000 Ahead ' N 2° 29'42.71" W Q ' Curve C-3 - Length 58.1195 Chord Bear - N 12' 54'44.58" E Radite - 37.0000 ILLP.I. Station 28+69.10 N 1,553,182.2379 E 478,861.5506 External - 15.3259 Course from PT C-12 to 49 N 2• 29'42.7111 W Dist 53.5095 66 Delta 90• 00'00.00" CRT) Lon Chord - 52.3259 y Degree - 154• 51' 12.45" Md. Ord. - 10.8370 Point 49 N 1,552,901.0701 E 479,025.2772 Sta 92.14.33 Tangent - 37.0000 Length 58.1195 P.C. Station 53+48.81 N 1,553,107.0795 E 478,494.2496-----------------------•---,--------------------.------------.----.--,-„----, Radius - 37.0000 P.T. Station 54+06.93 N 1,553 071.7470 E 478 532.8451 External - 15.3259 C.C. N 1,553,070.1155 E 478,495.8811 67 515 I Lon Chord - 52.3259 Back N 87• 28'21.96" E Md. Ord. - 10.8370 Ahead - S 2' 31'38,04" E ~� Chord Bear - S 47• 31'38.04" E -------- _ _ _ I P.C. Station 28+32.10 N 1.553,219.2019 E 478,859.9192 P.T. Station 28+90.22 N 1,553,180.6064 E 478,824.5866 Course from PT C-9 to 32 S 2• 31'30.04'- E Dist 187.0000 C.C. N 1,553,217.5704 E 478,822.9551 TRACT AREA TABLE _ - - _� 6 Bock S 21 31'38.04" E Point 32 N 1,552,884.9289 E 478,541.0907 Sta 55+93.93 -------- 18:8' - - - \ 7X1 Ahead- S 87• 28'21.96" W Chord Bear - S 42• 26'21.96" W.............................................................................. ="o Course from PT C-3 to PC C-4 S 87• 28'21.96" W Dist 40.4677 TRACT TRACT USE 030 D15 69 I -carve Data A UTILITY & ACCESS RIGHT-OF-WAY - Curve C-4 U.1 P.I. Station 29+87.89 N 1553,0, 00.908 E 478,747.1949 ROAD D B WALL TRACT Delta 90 od' 00.00" cl_n TRACT Q r "" Degree - 154° 51'12.45" C WALL TRACT Tangent - 37,0000 .......-�•�-------��_---Begin�tng chain dascrfp.ion_________________________ Length s.00C3 -• •- D RETENTION POND Radius 37.0000 External - 15.3259 Point 33 N 1,553,106.2972 E 478,476.5247 Sta 60+00.00 0 I Lon Chord - 52.3259 E RETENTION POND I /� '� Md. 10.8370 Course from 33 to 34 N 2' 31'38.04" W Dist 267.8894 s; r P.C. Station 29.30.69 N U53 178.8221 E 478,784.1589 P.T. CtCation 29.88.81 N 1.553.141.8580 0.2E266 E 478,7578048'8263 Point 34 N 1.553,373.9261 E 478,464.7123 Stu 62+67.89 F RECREATION CENTER I -- Back - s87.28'21.96" W------------------------------------------------------------------------------ G OPEN SPACE, LANDSCAPE 1 / Ahead- S 2• 31'38.04" E Chord Bear - S 42• 28121.96" W H OPEN SPACE, LANDSCAPE TRACT K Course from PT C-4 to PC C-5 S 2° 31'38.04" E Dist 161.2189 -curve Data I OPEN SPACE, LANDSCAPE Curve C-5 ROAD E J OPEN SPACE, LANDSCAPE II D14 I P.I. Station 31 58.31 N 1,552,970.8914 E 478,756.3003 P K OPEN SPACE, LANDSCAPE, WALL I I 70 I 1 Delta - 251 13'52.91" CRT) --Beginning- ahai E dascri tion Degree • 154• 51'12.45„ ........................................................... S5- Lenwhent 162837 Point 35 N 1,552,890.3507 E 478,663.9322 Ste 70.00.00 L OPEN SPACE, LANDSCAPE 1 I O 1 1 Rad,us - 37.0000 I Exggternal - 0.9154 Course from 35 to PC C-10 S 58• 35'34.10" E Dist 188.6233 M OPEN SPACE, LANDSCAPE MS'S ER �� 1 71 I j LMId.Ordrd- - 0.89334 Curve Data N OPEN SPACE, LANDSCAPE 1 I 11 P.C. Station 31.50.03 N 1,552,979.1645 E 478,755.9352 ------------ _ - - r P.T. Station 31+66.32 N 1,552,963.2520 E 478,753.1040 Curve C-10 1 I 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 Back - S 2• 31'38.04" E Delta - 16' 07' 31.75" CLT) \ i I 1 Ahead - S 221 42' 14.87" W Degree - 154• 51' 12.45" P OPEN SPACE, LANDSCAPE 49 1 L 72 i 1 Chord Bear - S 10• 05'18.41" W Tangent 5.2413 Course from PT C-5 to PC C-6 S 221 42114.87-- W Dist 54.8010 Radius - 37.0000 Q OPEN SPACE, LANDSCAPE External - 0.3694 I 1 I I Longg Chord - 10.3791 1 Mitl.Ord. - 0.3657 II 1 73 I 1 ROAD A P.C. Station 71+68.62 N 1,552,802.4783 E 478,807.8497 TOTAL OPEN SPACE 6.59 Ac. I 1 P.T. Station 71+79.04 N 1552 798.3655 E 478 817.3791 I --i C.c. N 1,552,814.0573 E 478,827.14310 (EXCLUDING TRACTS A B C) Curve Data Il 1 ,__________ Back • 5 58• 35'34.10" E 1 1 I Curve C-6 Ahead • S 74• 43'05.86" E 74 I 1 P.I. Station 32+42.49 N 1.552,892.9890 E 478,723.7064 Chord Bear - S 66• 39'19.98" E 1 Delta - 64° 46107.09" CRT) Course from PT C-10 to 39 S 74• 43105.88" E Dist 171.3448 TRACTS A -Q WILL BE OWNED BY THE - Degree - 168• 31'01.20" 1 Tel - 21.5640 Len d?uth - Sg•;x;5 RaPoint 39 N 1,552,753.2050 E 478,982.6655 Sta 73.50.38 HOMEOWNERS ASSOCIATION I 1 e - 34.0000 tee-- I` 1 75 I External - 6.2617.............................................................................. TRACT E i Long Chord - 36.4205 _ - - I _ 1 M d. Ord. 5.2879 1I 1 I P.C. Station 32*20.92 N 1,552,912.8820 E 478,732.0296 P,T. Station 32+59.36 N 1,552,892.0382 E 478,702.1634 I 1 C.C. N 1,552,926.0051 E 478,700.6642 Back - S 22• 42114.8 " W 6 1 Ahead - S 87' 28'21.96" w Chord Bear - S 55• 05'18.41" til 1 O9 I I Course from PT C-6 to PC C-7 S 87• 28' 21.96" W Dist 502.1382 D18 50 BUILDING ONE STORY MAINTENANCE j ! ,A, SETBACK I BUILDING N1% / - i 7 1r / ` I DUMPSTER �A 010`` :a TRACT K , K 78 �` 011 TRACT K �i i ROAD BUFFER WALL TO MATCH EXISTING _ 86 ` / /�� / WES TYN BA Y B UFFER WA LL `� S7 v.�y� 80 s1 I 7 ! / / °f (SEE DETAIL &H2 ON SHEET H2) 017 \ J OB \ �� 81 82 83 84 85 88 POS 1V4� Q- � 120' ROW X0(b / pc / �0 0A) �/ TRgCl 90 LOCATION OF SPRINT KEYPAD , '� A '��; v PAIR GAIN SITE _TRACT 0 , / 1 // v r 03 , '` , / l 1 / - 50 BUILDING IF SETBACK 93 T Existing Contour QCT j \' � �' � ..♦�"/ ,�8� � / / ., � _ , -= ♦ / / 1� / �'------- Existing Right -of -Way EXISTING 10'��``` - 4 1 1 / / 1� \�� 95 Q - -� - Existing Sewer with Manhole 7s� oo REUSE LINE �` ``' __ T TRAe'� 1 / CTC �♦ 1 Q3 /--------- Proposed Right -of -Way // Q 05' SIDEWALK (TYP) �If „ _ ' `V - �� ----- B� / Proposed Water with Fire Hydrant Proposed Sewer with Manhole Q_ Proposed Storm with Inlet V CITY OF OCOEE - - - Existing Sanitary Sewer SIGN EASEMENT Proposed Sidewalk (Developer) -- ------ --, Tract Boundary N Z o � > - - FIELD: GTC Engineering Corporation Certificate ofAuthorizalion 98 South Semoran Blvd, Orlando, FL 32807 Number 6758 407-380-0402 4 Claude L. Cassagnol, P.E. P.E. Number 35490 City of Ocoee Florida OVERALL SUBDIVISION PLAN TOWNS OF WESTYN BAY APR 0 6 2004 -- CADD BY: JCS _ _ -- CHECKED BY: GLC - - DESIGNED BY: JCS - ' DATE BY DESCRIPTION SCALE: 1"=50' DATE 7 -8-03 JOB NUMBER HBL-9 SHEET 3 of 13 H BL90v Qgn PAVER SEE L� j -D TYPICAL LOT (I MPERV. 44%) \ 1 � 1n o ; 110.9---'--�-�-`1 110.3 110.9 I - 110.9 -+-----'----�''' r, \o\` 15' Rear Yard _ 110.0 - _ _ - -� �,O p 1 Maximum 1\ ( 110.9 110:8- ._,`--♦-♦-♦ ♦-� ♦-♦-♦-�'♦ ♦� <�y4- \\°�\ I Size 10'x13' 026 110.E - `� ° / I Porch ----- 0.68Ac. �-- I _T -�-r •-�-�-� _�!' =1113 - \�\ f -�-�- I ` 110.0 MW ar! -f 0.55Ac. -r----I----r---i---i-- I!� I ry39 i \\\\`� i 10 >%111.0 _- 031 = --- r _, ---T ---T ---1---- --- i --- i --- i - -- 1 1133 1 -1113.9° j I `'.r\y 110.9-�----j---1----T -- I 1 r,3 I - 1 30 ' I\ QO O t\ f\ �` I ( --- I I s 113 O O O O N A \�\o\ i i 15 From back of sidewalk �� • 1 ! 1113.6 `d. I O t\ 03Lr) O 1`.__ O N O (IIIIIIIIIIIIIIIIIIIII IIIIIII (IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIfllllllllllllllllllll III IlilflfUll 0111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV �� 10�Ac. _ 4 - , IIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII II FF ,_ 113 I "�xxx I One Car Garage `� IIIIIIIIIImH IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII (IIIIIII / } - 114.5 9O / 1111111 IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIfllllllllfl IIIIIIIIIIIIflmllll 1111111111111IIIIIII IIIIIIIIIIIIIIIIIIII IIm81 II IIIIIIIIIIIIIIIIII IIIIIIIIIA IIIIIIIII IIIIIII IIIIIII 1111IIIIIIIIIIIIIII III O 16 C. = F F 1j33 113 9° I I � I ` I Private % 110.2 • �Illlllll�ff _ FF 0.2 AC. 113 g0 _ 113.8 _ _ I I ti I i ` Right -of -Way s° ' 11 � - 113.60x14.1 ' 4' Sidewalk T = _ los. 1 I 1 = I I I 1 1 ' ► = '`A R-7 1 .19 20' Front Yard �_� 109.7 _ Q�7�C LJ711.86 / ' S 43+06.00, 112.0`LT i ,/ 112.95 -_� ,T/ �F- 028 ,TYPE YARD DRAIN / D35 - _ - - NP 11.6 _ 112.71 J - _ -L - - - = 112.37 \0\\ TOP 109.7 - - \O\\0\\ i./ 2 16 112.01 111.99 + \o\ 6/ �,,• _ t = r, / 0 29Ac I I i ¢ INV. 105.50 r 112.87 0\\\ %, 11, = „ Y- I = I fl./l. I ° _ _ - / /\\O =1 I I r,36 1 so i 1 14,501 60 _=1 1 114.1 I o r - / 1!3.60 �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \\\\ - 109.9 0/ \ 56- °I ' �J$ = IIIIIIIIIIIIIIIIIIIII IIIIIIIIIfllllilll IIIIIIIHH8fIN1IIlIDI ti --, - �- 113.20 ' - I 1 _ _ IQs @ I 43 w I IIIIIIIIIIIIIIIIIIIII IIIIIIIlIIpI 111111 111111 IIII (1(Ili((((I f111111lIIIIIIIII II IIIIIIII{IIIIIII{IIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIfIIp11'II 63 i _ 15 1 ' I '� I Lot Coverage Data 42 \ 1 f - - _ 15ADSi -''; = 1 �57 58 59 D` 61 62 113 1 _ 1 i / @. 48/. i I - 55 - -I 113.6° ��_' �' 11� 6O I 1 66 �, ► Total Lot Area 1, 760 0. f. 169 -+;_12 -ADS @ 0.311 f 44 = - _ , ' I - ' Maximum Lot Coverage 1,232 s.f. 70% r = FF \ i 1 = 54 I I d ' ' I - ' _ ; I �, Typical Lot Coverage 990 s.f. (56%) i ' y 114,6 , I --li _ i 67 = i i Maximum Impervous Surfaces 1,320 s.f. (75%) - = - '� / F. F. s Q`3 D 40 7 I 45 = - 1 2 a� 1 = 1 I i Typical Impervious Surfaces 1,320 s.f. (75/0) -- iu r \ 114.1 - 109.7 1 f/l 112.01 D-45 ~I` 1r�y r/r/ N/Zll/ /rr 'Q2 - _-------- f07fJ------ I = I I', __ - STA. 41+ 99; 112.0 L T / ,, l/11111/,irrr39 TA. 1.75.31, 103. �1' B L 111 mulullmull{ {I Im i Illlllllil+ {I mmol mu II TYPE P-7 Mil \ %� YP YARD GRAIN I = 1Qyy� F.F. = 52 D15 TOP 111.0 / 1 �'o 11, ¢ 7 = g 1 I u�L - - _ _ I Q n3 20 9 112.0 ,, I 030 _ 69 m / INV. 104.9 I h - 3 %� lN, 106.50 �'`�o _ ° -- _ I �'Qo r„t ,� o.44Ac. -_1r4 0- _ - I .' /6" r .41A- �^� 0.79Ac. Ili -Ilk -4 \� 1 I 7 r / • J I NOTE. ALL YARD DRAINS TO BE GENERAL LEGEND 109.5 / / � 3g lis 1 I I = _ _ I \�0 9 3 � .., , � _ - _ / �k -�� 1 18 NYLOPLAST/ADS DRAIN BASINS I 38 36 35 34 33 32 31 30 _ 29 I = 4 g 1 ` ^� �` �� i `� - - - - I- 52 I i OR APPROVED EQUAL, WITH r 37 I 1 �' 113.31 113• P nd 10 1 � I 0.75Ac. 1 CONCRETE COLLAR. __._..,•-�----� Existing Contour 1 a \ \ \\\\\\ IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIfllll IIIIIIIII Ifl_II! IllfllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIf>i7 / - I \ Q R-8 1 PROPER T Y _ J 7 \\ F �_ '%S •r _44 f`.�J . ``•. `-.�I) �/ \/113 \I ! � .: 3 113 6 48 /I1 N 10 .0 1Ii1 \ II{III{II-_ �M I �i BOUNDARY ---------k Proposed Right -of -Way 115.E tt 0 y . 100 4hr111.1 70 1169- 12, ADS 0.57/ 049 Proposed Storm with In let 0. Bc. 113.60// I \ .)sr 4' O ,/ \ _ 71 3 /iiiiiiiiii o�`\ ''3 048 __ w I 1 I I a 17Ac. Drainage Area , \ /� - - J -1 _l1G �J �� C. = I = l� I AB 18 h \ \//////// \\\\\\ NP 114.1L - -1- - -�- - - - R - J LU1r3.63 \SO "' �o _ `ate / r4ir 5 R----� ---�- --r 1 -�- ---- R-5 1,318 o N ;_ „ C. 72 = I 1 1 Soil Boring I 109.2` / a' 13S /aiiur \\ - 114.3 �� =_ , 1 / V. 1 7.2 1 � _ L D - l2 J . �- I 0.41Ac.1 ` D 46 i 173Q % 1 I _I i I I = I 'i 73 _ FF. i 1 TYPE YARD DRAIN �L T Silt Fence 1 115.2 1 , \ a 09. / F.F. I I I UFFI I =II ' ''So 3° I = 1 ' = - - _ - -1 I TOP 112.2 ST . 39-68.00, 112.0' L T h 114.1 I ' I 1 I - ° 1115.3° 115 0�" 1 6" I I = = 1 I 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Drainage Divide `TY'E YARD DRAIN 'o, / \\ ti •' _ _ _ I _ INV. 10&:57 ( g ' ti' °° I ' I 1 °° C C.O. 346 LF 6' I I I n �5.: oii / 13 115• _ ° 1 = ' UNDERDRAN' = f- 74 INV. 1v6.00 <� 7 OP 109. o x = 26 27 28 11 - - �`� INV..104.00 no. d'�i,,,, / ,� % 21 22 23 = _ _ _ _ - - ' ' 18 19 20 24 25 \ ,/ \ \ • Illllllfllllflllll IIIIINIIIIIIIIIIifiIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIp.IIIp..... 0 (IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - _ 0. 1% 1 _ I _ (- I 63'- 12" ADS @ 187% Proposed Sidewalk (Developer) I 9'- 15" RCP @ b 78% 3/u/iiiiinii X32 ^ti 1 - - 2 I - \ - `- f _ ^ \\111"`1p1 IIIIIHI011111111118IIIIIIIIIIIIIIIIIII IIIIIIIIIII{!{{II III !IIIIIIIIIIIIIIII I!I{IIIIIIIIIIII!!II! III{!I{{{{Iflll{I{{{IIII \ D - 11 t - I 1 I - 75 195 LF 6"-�"� \\ ► _ i -t I D 'Q • ns.so Proposed Spot Elevation �- ' h \ v7 I 5 C. ry - I IIIIumIF UNDE 1oa.4 r �/ / 0 = _ 1 _ = I 1 TYPE YARD DRAIN �I - I _ I 76 = 1 I TOP 113.5 , 115 = I -----I•---- I Il--- 3 L �' @ .1/. _ I ! STA. 92.49.31,�12.0'LT * / / /111111 I = I ' ' - 1 I I 1 , / 73p 1 I ---►-_-- _ Q.O. I = = 1 /NV. 109.75 TYPE YARD D AIN STA. 39+04.61, 134.3' L T F r \ rr/i/ // ary 037 6 C D.I 19Ac. _ I s ,� 1i,� g� 1 1 TOP 113.5 I / 6"(�/ L----I---�----1---- I F.F. = I I )� r TYPE MES 4 r 1 '" , / ^ti �; ti INV. 11 Z = �{ 113.8 +' • _ 1 9 1 I I , , lP! 110. ° h 13 5 - rn1+- _ 0.56Ac. a.5 115.6 _ 4 _ - . 717A D1 I I _ I ? m'I y INV. 103.0 ,r - , - _ 1 /NV. 110.24 1? rn / /i/viii 039 11� 1 -*- 038 --- DECK ELEV. 11 `'7 I^ r(-r---11II1 I I I = i 3 C.O. r--- I I I I 1 5 = I 6„ 131'- " �. ' s ( I 0 I ' = o° I = - - 0. h� ° 1 12 AD • @ 0.37% �Q S`T�1. 38.99.68, 126.6' L T „� . ,' / \ ,- � 1J3)60-'.,�1 115.0 115• _ _ _ r __ / \u. _ •,', TY�:,. MES 4 1.• , % = 8 7 = - - 0 77 `' / 127 R(' �\r\ 1 _� r = 6" C 0. C 0 0� / 1 - - - ' - -t , / @ 0.17/. %� t - 13 12 11 10 9 1 .° 6 INV. 12.3 I '% INV.'`A02. 0 14 _ 41 16 I IIIIIIIIIIIIIIII 11mIIIlIIlII1111I1 IIIIIIIIIIIIIIIIIIII (IIINNililllllllllllllll IIIIIIIIIIIIIIIIIIII!__ _ - F F _- '_ �� \ _ ♦_ ♦ - ♦ - ♦ �_ ( Q\\ 4`\ 106.8 r '" / f \ //// r ;' ,' rr/ 0 IIII 11 (IIII IIIAp (IIIIIIIIIIIIIIII IIIII{IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII III 116.0 / o J3 r' i �.� , III�ll I IIII II IIII, / . 3 115 3 I� J G� 78 , • / � .j � � � = .. ^� �' 4f 0.33Ac. 6' O. ' 7 F F.F. 115• a , `- _ /,� V - 0. C. _ - - - - - o / o . . 15.0 1 I I 115• _ /// `n _ 115. 3 _ � ° 1 •• � ,/ I _ 11 = K, � • �% 79 \o\\o\\ -r o ° °'�, o h° I 115 //, • � i \\\\\ 9Q/ 1- - - - �- - - � - I � 1 � 1 .�0' '`�°• \\\\\\\\ DETAIL 11 1 / 15 L Fi 6" VC @ ► 0.1% 1 344 LF 6 UND {RDRAI @ OI 6/. ► a /iii, = 1i s 6 - ��,� '� \o\\ �� / ► I h + Ittl - - - / I 25y hr -.2 / 13.60 �i,�NDE AlN \ 1'. ' I I I I ri = 114 11 69 3 \ 1 I 1 ''' oi, �- = 2 57 114 115.60 - I / 19�yr2�h\r 1 .8 ,' '\,�,0. /. /i c' 1 - - - - -- -'- s 70 6'�'ir1y _ 114.84 O 11k / ' D18 ''�3s i „ @ 1X Di! 114bi <\ 81 82 83 84 85 _ _ R-2 _ 4 LF JP ss 114.50 NP 4.55 / ,\k90 �iIllllllllllfl = j / r¢,r \ OB 14.18/%(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII8111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111 I 87 = /0 �. ------ ry0 - 117.0 1 / / h�� / -� n2_ss-- _ _ ---- - --- 6" C.O. / /i ✓`` \ \ 10. 1 115.30 115.60 ,"` i,' I I 1 6"I C.O. `` (IIIIIIIII III o� \ 113 " � h ' � } ,� •`� - 1 / 0.48AC. �I ! @ 10.1% 1 ' ' 447 IF- 6" IUNDERDRAIN I @ 0.21: ' 6" C'0. �',; 6" C.0 .32Ac `o` ° 9 to I I I F.F. ► h• -I ,�• 88 _ / / 113.90 I ► I 1 I O� .� ' _ __ j / C. 0. V. 11 .0 ' ' // �� 1 �0 ko FF ,,�y. \,�D� //////////1\ // 17.20O., '';`'+ '`. \ \\ i \ nn� D F.F. \\A 11h' 115.9 ,� ///// \\j • \, !tib \ 15.30 /,,/ ,// \ r\O� ' \ ` 11 8 8 _ I - l 116.50 1\ . I R-1 ////// � / \ 3 6 2 L - - --I - - - .1 51 �•- - - \\ \ 113.9 /iii/r h d N O ;' Q iiiii 4j / \ --1- -A� R-10 j°" \ / ;,•\ , a ♦ Cep �\ �\ .\ .\ /// L�1L3.32 % 14.68• �a' ` 116.10 �� : \ � a0 �\ �\ � 114.00 � � \/ O / - / / r ;t _ "`.` � r" \\\ � \ ` � N? N N i\ �\ � -' - - - - - - - - - - - �`° ► i, \ /i/i,/ r� � 114.,dl \,,9-24 - tti o i - -,3 ► I - @ 0 13F` 6 DER RAll�i/ /ii �'' / + y , 24 ( 1 1 ! - - (t I I ► ' -►- -'� - U) ., `� 90 ns 10 / / T 91 45.12, 1 , , ;i \\ -' ' I I - +--' I ` I 1 INNIf14NIHINIHHIHIiIHVHI mNINNiIHfflff4HH4H{f4f4�14fH1{f141f4f41{HNMI4f4fIIIIfII4{fBHNIINf41HVHl ` r \' `• ' -87.2 185.95' T{IimHmIf�HIN84IViuuullloulllullf44fIIHtN�4NINNl j = / n5 s /i'io/iii�o �, / /l _ / / //// PE YARD DRQ \ S A. 37 INNNIa4(�HIIIINHINHII41NIf4mI+H11 - / ` R //i \ I 7 INIIIINH N4NIf4HIH4HIHNly$I „� -� 0.33AC./i/'G '\O ' ' / l �\ h �y uWiffy/ 91 / ' / 114.4 TALL 57i?UCTURE ,. _ _ _ 0 09AC. 6 .0 _ / /111,1/ 1j�. of / 1 1i¢S �\ 't /', / V. 110.50 / \ S SAFE -T410 � 113.00 ♦ • _ ♦ ♦ _ • � ` /O� 115.45 / / \ �`' / / t \ i i -f-_ \ \ �, 5 1 l ADS 0.3O 92 -_1t/f �D23 15.45 93 /rllnl111/l SEE LANDSCAPE 61 ,� ''., •, \ � 021 � "; �.:_' - \ \ \ \ r \ \ � / / 115.45 ♦ \ / llllllllllr llln h \ 116.6 rl//,// 1 r ` PLANS FOR PAVER DETAIL �- , ♦ ` ` 112• \ti' � � y�� / \ � F.F. \ � 9 . / I 116.0 g4 11 \'i. F `'� \~� O C O�� CRO WN P 0 I� l!! ♦ ` _ ` \\\� // <t;t`` ' � \'` / '`ti`, \ ♦ "/ 1 18101) --- 6" C.O. '- 12"� Ji " ♦ ,_ /////// 1/'��i/gllllllllllllllllllllllllllllllglll 5' -to PA q 45INV. 170.0 116.10 128022 / ^� \ �• \ - ♦�_ c,: ' I co' �,� �_ � • ♦ ` 114. �..� `_ ._ 119.1 /- / / / � EXISTING 24" FRCP v �_ ----- --- -- 1os.27d,---_ rr , ~�- D - '�� ` y - `.. _ X15 �// TP 90-00 E ARD DRAl12. ryy'r' \ ' -� - �7c1c84�129.0 RT STA. 71+78.34,9 ;5 �f� 8� / -``-- - - T YPE Y�irf?D-D. AIN T P 115.2 �` `` TYPE YARD DRAIN ;Z V. 109.92 " TOP 114.3 INV. 109.73 1 1TOP 114.8 10 0 . ` 4:11 V 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) 120' ROW V 109.26 110 1 ADS @ 101 --J / _l~`jYP Y9RD DRAIN 'R T '. TOP =- INV. 109.59 11 00 />/ 89'- 12" ADS @ 0.371 ~ T 135' ROW N z O W - - FIELD: GTC Engineering Corporation Certificate of Authorization 98 South SemoranBlvd,Orlando,FL 32807 Number 6758 407-380-0402 Claude L. Cassagnol, P.E. P.E. Number 35490 City of Ocoee Florida GRADING P LAN TOWNS OF WESTYN BAY APR 0 6 200 -- CADD BY: JCS _ _ -- CHECKED BY- CLC - - DESIGNED BY: JCS - - DATE BY DESCRIPTION SCALE: 1"=50' DATE 7 -8-03 JOB NUMBER HBL-9 SHEET 4 of 13 PEDESTRIAN CROSI PYL K 12" WHITE STRIPE (TjYP) P.I. EQUATION STA. 10+00.00 Road H= STA. 15+68.78 Ocoee Crown Point Pkwy 1- 12"x 8" REDUC A. RADIUS= 14.33' B. RADIUS= 6.33' h. •I'I r � EXISTING 10" PVC -1 REUSE MAIN EXISTING 12" PVC WA TER MAIN EXISTING 12 11 GATE VAL VE 1- 10"x 6" REDUCER TYPE • PEDESTRIAN CROSSWALK 12" WHITE STRIPE (TYP) 4' SIDEWALK (TYP) P.I. EQUATION STA. 90+55.45 Road G= STA. 73+50.38 Road E 46'-4" PVC WATER MAIN - S2 STA. 90+36.29, 7.45'RT SAN. MH. 1- 2" B. 0. VAL VE --� 4' SIDEWALK (TYP. P.I. EQUATION STA. 12+04.18 Road H= STA. 34+02.25 Road A ' 35' R (TYP) See Sheet 6 for continuation 3- 8" GATE VALVE 1- 8"x8" TEE W11A-2 REUSE MAIN MASTER METER (SEE SHEET I1 AND 12 FOR IRRIGATION PLANS) TYPE 'A' CURB 161'-6" PVC REUSE MAIN 131'-8" PVC WATER MAIN TYPE 'F' CURB Road H NOTE: • , PLAT • CONSTRUCTION 66'-8" PVC @0.30'/. -20'-4" DIP WATER MAIN P.I. EQUATION STA. 91+23.97 Road G= STA. 83+33.15 Road F /o'Re esh 20'-4" DIP WATER MAIN menti eet 85'-8" PVC @0.59'/. v W n�ati 125'-4" PVC WATER MAIN 1- 9"B0 VALVE S1 STA. 91+81.16, 7.19' RT SAN. MH. LOCATION MAP GENERAL LEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet --►�-- Proposed Water System /20 M O) M /20 S2 TOP 115.07 //5 O N W O O to co —S1 //0 114.80 TOP 115.36 115 /05 oo W Ja. W 0.50A4 - - - 4„DIP 811 N a. W 0. +) 0. 24 " MZA - R-10 12” - 8" PVC 71X 36" MIN.4 M/N. T „ DIP /00 95 90 //0 -PVC /05 INV. 110.64INV. INV. 110.4 4 INV. 110.44 INV. 110.34 110.94 NOTE: • , PLAT • CONSTRUCTION 66'-8" PVC @0.30'/. -20'-4" DIP WATER MAIN P.I. EQUATION STA. 91+23.97 Road G= STA. 83+33.15 Road F /o'Re esh 20'-4" DIP WATER MAIN menti eet 85'-8" PVC @0.59'/. v W n�ati 125'-4" PVC WATER MAIN 1- 9"B0 VALVE S1 STA. 91+81.16, 7.19' RT SAN. MH. LOCATION MAP GENERAL LEGEND Existing Contour Proposed Sewer with Manhole ------- Proposed Right -of -Way Proposed Storm with Inlet --►�-- Proposed Water System REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING FIELD: City of Ocoee Florida SERVICES (PHONE: 407-423-0504) " CADDBY: JCS — • • • z GTC Engineering Co�po�az�n ROAD G & H Z 0 U RVEYI N G AND BOUNDARY DATA BASED CHECKED BY: CLC SPR o goo S j Certificate ofAuthorbation 98 South Semoran Blvd, Orlando, FL 32807 1. TOWNS OF WESTYN BAY w 407-380-0402 AT I O N PROVIDED BY � DESIGNED BY: JCS Number 6758 � ' G4 ON INFORM (� G Claude L. Cassagnol, P.E. SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) RIZ: 1"= 50' DATE 7 22 03 JOB NUMBER HBL-9 SHEET 5 of 13 DATE BY DESCRIPTION SCALE: VERT: 1"= 5' P.E. Number 35490 HBL9PROF5.DGN /20 S2 TOP 115.07 M 00 o S3 TOP 00 —S1 114.80 TOP 115.36 115 t-) 0.5 /. - _ - - - - oo W Ja. W 0.50A4 - - - 4„DIP 811 N a. W 0. +) 0. 24 " MZA - R-10 12” - 8" PVC 71X 36" MIN.4 M/N. T „ DIP //0 -PVC /05 INV. 110.64INV. INV. 110.4 4 INV. 110.44 INV. 110.34 110.94 /00 95 90 jo /92 S 3 REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING FIELD: City of Ocoee Florida SERVICES (PHONE: 407-423-0504) " CADDBY: JCS — • • • z GTC Engineering Co�po�az�n ROAD G & H Z 0 U RVEYI N G AND BOUNDARY DATA BASED CHECKED BY: CLC SPR o goo S j Certificate ofAuthorbation 98 South Semoran Blvd, Orlando, FL 32807 1. TOWNS OF WESTYN BAY w 407-380-0402 AT I O N PROVIDED BY � DESIGNED BY: JCS Number 6758 � ' G4 ON INFORM (� G Claude L. Cassagnol, P.E. SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) RIZ: 1"= 50' DATE 7 22 03 JOB NUMBER HBL-9 SHEET 5 of 13 DATE BY DESCRIPTION SCALE: VERT: 1"= 5' P.E. Number 35490 HBL9PROF5.DGN SPEED d�f�10`Tr R2-1 187-8" PVC @0.301 D17 STA. 33+00.00 CL TYPE P-7 MH 107-8" PVC WATER MAIN 2-8" GATE VAL VE 1-6" GATE VAL VES 1-6"x8" REDUCER 1-8"x8" TEE 107 108 0 S7 D8 STA. 32+28.98, 8.7'L T SAN. MH. 78 Y -77 See Sheet 7 for continuation D16 2 STA. 32+70.60, 79.29'RT OUTFALL STRUCTURE SEE SHEET 10 85'-24" RCP @1.17'/. 64'-8" PVC WATER MAIN 4' SIDEWAL K W11A-2 See Sheet 5 for continuation I i D20 STA. 37+82.03, 48.2 L T 94'-24" RCP @0.18% TYPE P-7 MH TOP 113.0 D21 INV. 104.10 STA. 37+71.23, 135.5'L T S9 53'-24" RCP @0.18'/. TYPE P-7 MH 20'-6" DIP WATER MAIN TOP 109.0 STA. 34+13.09, 7.5'RT INV. 103.93 SAN. MH. GATE VAI VE 101'-24" RCP @0.981 STA. 37+83.94, 2075'L T TYPE P-7 MH TOP 109.0 INV. 102.94 95'-24" RCP @0.18'/. /- 023 STA. 38+ 18.12, 252.0' L T 2-6" GATE VAL VES ` =- TYPE P-7 Al" 1-8"x8" TEE SO Z1, TOP 109.0 LOCATION MAP RC� CO.18% INV. 102.77 2-8"x6" REDUCERS �:� - STA. 37+76.88, 4.75'R T D 18 SAN. MH. - - _ _ _ `, 78-24" RCP @0.18% STA. 35+21.56, CL D24 ��\ ' j j. D25 TYPE P-7 MH - 0 D STA. 38+82.37, 234.3'LT - r I STD. FIRE HYDRANT \�\ `.� ;t ;,/ EXISTING TYPE MH D19 TOP TO BE ADJUSTED TO 109.00 W/GATE VALVE ASSY. R1-1 INV. 102.63 STA. 37+67.50 0.5' L T 1-6 GATE VAL VE `" INV. 99.00 (EXISTING) 246'-24" � 4�., �f., �.`.•� TYPE P-7 MH S2 RCP @0.18% D4O ` `x� �� ''.,t•, 114 115 116 117 118 119 120 1 2 STA. 37+92.26, CL baa `; '.;� STA. 40+67.96, 7.5'RT 109 110 111 112 113 T YPE 'E' INLET `f SAN. MH. I I I I I I I I I I "PVC WA R MAIN 112 22'-24 7L P.I. EQUATION STA. 40+40.58 RoaLUMUT d A= I + STA. 43+34.70 Road A= STA. 50+00.00 Road C J I I I \ STD. FIRE HYDRANT STA. 20+78.46 Road B - r i _ - J8 g 10 11 12 13 14 /J 15 16 17 ��.� �`< 7 I � ,%i r - I I I I I I D17 S9 j 361'-8" PVC @0.30'/. 184'-24" RCP CO. 117-24 " RCP @0.17% 4 , - _ _ 4'SIDE K D41 - 039 See this sheet See Sheet 8 for continuation for continuation IP[��® D J8 STA. 39+43.90, 58.0'RT TYPE YARD DRAIN \ 125 08 �0�04 11145 18..5 " RCP CO.18% o„ (0 STOPSTOPTOP STA. 36+25.59, 112.00 RT INV. 108.26 CEI 00 t N c� TYPE YARD DRAIN INV. 104.19 (W) R1-1 R2-1 TOP 113.8 INV. 108.8 66'-12" ADS @0.76% TOP 114.22 168'-12" ADS @0.32'/. D37 STA. 39+23.69 CL 'E' 1001 TYPE INLET P.I. EQUATION STA. 34+20.59 Road A= STA. 55+93.93 Road C N 1-6" GATE VALVES 103'-24 " RCP @0.28% 83'-8" PVC @0.30'/. 511 STA. 38+62.22, 7.5' RT SAN. MH. 2 / " 57-8" PVC @0.30'/. D41 STA. 38+95.56 CL TYPE 'E' INLET 28'-24 " RCP @0.18% P.I. EQUATION ��® P.I. EQUATION STA. 40+40.58 RoaLUMUT d A= STA. 43+34.70 Road A= STA. 50+00.00 Road C R2-1 STD. FIRE HYDRANT STA. 20+78.46 Road B W/GATE VAL VE ASSY. 3-6" GATE VALVES 234-6" PVC WATER MAIN LF 1-6"x6" TEE D17 S9 184'-24" RCP CO. 117-24 " RCP @0.17% 4'SIDE K D41 252'-0" PVC WA rER MAIN D36 I i 32 I 34131 iI35 36Ii I 1138 i 1141 I 142 1 143 1 144 139 140i \ 125 08 11145 S20 o„ (0 00 t N �G N� 149 TOP 114.22 TOP 114.74 off, 1001 V.C. D37 ii 39 40 i 15 -1-1- -1-42 -- i i Sf4 0358 STOP See Sheet 7 for continuation S12 See Sheet 8 STA 42+24 13 CL STA. 39+33.87, 7.5' RT SAN. MH. 134'-8" PVC @0.30% - D36 STA. 40+40.58 CL T YPE 'E' INL ET for continuation TYPE 'E'INLET R1-1 GENERAL LEGEND Existing Contour 111'-24 " RCP @0.71% 278'-8" PVC @0.30'/. Proposed Sewer with Manhole ------- Proposed Right -of -Way D35 Proposed Storm with Inlet Z STA. 43+34.75 CL T YPE 'E' INL ET Proposed Water System /30 D17 S9 D41 D36 TOP 112.13 125 08 TOP 114.22 TOP 114.74 TOP 112.61 1001 V.C. D37 DJ58 TOP 112.18 S21 S7 V.C. D40 S11 S12 TOP 111.84 TOP 112.70 120 d 1*J N. inn, 100'V.C. 035 TOP 114.33 TOP 112.84 TOP 112.25 TOP 112.36 J EN D18 SO TOP 11 .27 0o w ,� _j w 01 C + N N r N N = 00 Ln N = rnLn I- TOP 114.07 TOP 112.93 N W * J w � + 019 o _1- S20 //5 = J rn a w vi a J t'� O N p J �'t w I* W J W O o N TOP 112.69 + 4- Roz _ oo ap �Ld N (+)0.521 +) o __- --- ------ -------- ---------------------------------- ------- -o_W -------- --------- R-2 * +) 0.50% Cr)0. (-) * � w � WATER - () .56% ) 0.5 .59% ll0 INV. 109 47 /NV. 109.78 6 11 PVC /NV. 109.98 - ----- --- -- t� -------- - ---------- - 6" DIP WATERMAIN INV. 108 37 8" PVC I 18" MIN INV. 106.91 8" PVC 6" PVC WAT RMAIN -4 INV. 103.27--1 24 " RCP 8 PVC 8" PVC 8" PVC 8" P %*4INV. 24 RCP 105 24" RCP hit f INV. 106.01 24" RCP 106.44 24 " RCP INV. 105.64 INV. 107.71 24 " RCP 24 " RCP 15" RCP INV. 105.46 V. 105.04 /NV. 104.64 /NV. 104.19--1/NV. 106.28 24" RCP INV. 105.61 INV. 104.54 24 " RCP INV. 106.6J INV. 103.69 /NV. 105.51 IN V.103.75 100 /NV. 106.5J 36" RCP lNV 102.26 INV. 105.61 INV. 103.98 INV. 103.69 INV. 102.46 12 4DS 95 90 32,D0 33100 34-00 35 DO 36+00 37 00 38-,00 3900 40-00 41-)00 42-00 43-00 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE : 407-423-0504) FIELD: City of Ocoee Z CADD BY: JCS o GTC Engineering Corporation SURVEYING AND BOUNDARY DATA BASED � CHECKED BY: CLC O N INFORMATION PROVIDED BY 98 South Semoran Blvd, Orlando, FL 32807 Certificate ofAuthorkation DESIGNED BY: JCS Number 6758 407-380-0402 SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220)DATE BY DESCRIPTION SCALE: HORIZ: V=50' Claude L. Cassagnol, P.E. VERT: Ill= 5' P.E. Number 35490 DATE 7 -22-03 Florida ROAD A TOWNS OF WESTYN BAY APR 0 6 2004 JOB NUMBER HBA -9 I SHEET 6 of 13 H9L9PR0FI.DGN H8L9PR0F3.DGN I I r7 J P.I. EQUATION STA. 60+00.00 Road D= � S8 STA. 53+31.06 Road C LOCATION MAP SO SAN. My+50.93, 7.5' L T 049 STA. 52+61.06, 7.5' L T STA. 53+95.43, 74.5'L T S14 SAN. MH. TYPE MES 4:1 136'-8" PVC 0111% ��Op STA. 50+43.66, 7.5' L T INV. 104.75 SAN. MH. 217'-8" PVC 00.30/ See Sheet 6 45'-15" RCP 00.53% .__-- for continuation R1-1 � P.I. EQUATION 29'-8" PVC 00.311 D48 S18 STA. 62+67.89 Road D= - STA. 53+90.88, 375'LT l>� STA. 60+65.89, 75'LT STA. 22+87.98 Road B TYPE 'P-4' INLET �_ = � �- ti� P.I. EQUATION SAN. MH. �� STOP D STA. 12+04.18 Road H See Sheet s 210'-8" PVC 00.77/ See Sheet 7 �1 u See Sheet 8 See ee for continuation i STA. 34+02.25 Road A i f r o tinuation � _ for continuation ft Sheets i _ rCo R1-1 1 I I --- ntlnU I 131 29 z5'R CTYPI N 5(_Ssi --2 w <T YP --I 41 7 1 46 14 ► 44 143 i I 155 I 1 I l 1 I atlOh i 37 t 36 i 35 1IJ4 i 33 i 32 301 1 25' R l T YPI I j 4' _ c -,--- cn c ._ rirr �,,� _ _ _ _ _ _ _ I 1 I o R-5 S� 156 I 54 S21 53 �----�-----L- _l----� Z t v - O P.I. EQUATION 610 - - -�---L _ --- - - - ----- ; -� -L-----�- -�-- -�- -- �-;,, �- , 157 5 R 5 ( y i- - �- -- - p - STA. 55+93.93 Road C=rn - I D36 R-3 Match Line I 1: 2; 3; 4, 5; 61 i STA. 34+20.59 Road A 1 i 1 -' i f i i 1 i 25 ; 26 1 28 -- 6"x6" TEE l n n 6x6 TEE 6"x6" TEE �~ i 48 I I I 1 --- 49 1 50 I �1 1 52 53 I 5 55 56 22 i 23 i 24 127 i 18 I 19 1 20 I , 3 6 GATE VAL VES See Sheet 6 3-6" GATE VAL VES J-6" GATE VALVES See Sheet 8 for continuation 4' SIDEWALK <TYPI See Sheet 7 4' SIDEWALK CTYPI 243'-6" PVC WATER MAIN for continuation for continuation ee TOP for co sheet STOP STD. FIRE HYDRANT 268'-6" PVC WATER MAIN ntlh4atio W/GATE VAL VE ASSY. R1-1 R1-1 STOP STOP 357'-6" PVC WATER MAIN GENERAL LEGEND 4' SIDEWALK <TYP> R1-1 STD. FIRE HYDRANT W/GATE VAL VE ASSY. Existing Contour Proposed Sewer with Manhole P.I. EQUATION ------- Proposed Right -of --Way STA. 53+31.06 Road C= '%?-- Proposed Storm with Inlet STA. 60+00.00 Road D z -►.- Proposed Water System N P.I. EQUATION Z STA. 50+00.00 Road C= Road Road D STA. 40+40.58 Road A /00 /25 10c, V.C. D48 TOP 113.29 TOP 112.70 120 FS21 00 o It, 10c, V.C. N 120 o S1 N00 S14 w o w TOP 114.13 o W SBS9 S 18 TOP 113.77 CC TOP 113.09 0 -� �,� O O w oo TOP 114.74 rn S19 TOP 113.49 115 O 0 o O O + - o H5 N N TOP 112.43 + (+) 0.84/ (-1 0.50% + Ln In + (-) 0.50'/. (+) 0.67/ + 24" MIN, 6" PVC WATER -------- -------- -------- ----------- ----- --, \ 24"MIN. //0 //0 �___ WATER __ 8" PVC I U INV. 109.23 INV. 109.89 _ R-5 8" PVc 8" Pvc 12" MIN. - INV. 108.8 105 _INV. - R 3 10 00 11 INV. 109.3 105 R-6 /NV. 16 7.81 /NV. 107.71 /NV. 107.11 INV. 106.91 INV. 107.21 INV. 105.00 IN V. 105.51 IN. 105.61 /00 /00 95 95 9052 53 54 55 56 90 61 62 6 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE : 407-423-0504) FIELD: City of Ocoee Florida Z o CADD BY: JCS GTC Engineering Corporation ROAD C &D SURVEYING AND BOUNDARY DATA BASED ON INFORMATION PROVIDED BY Co CHECKED BY: CLC DESIGNED BY: JCS Certificate ofAuthorization Number 6758 98 South Semoran Blvd, Orlando, FL 32807 407-380-0402 TOWNS OF WESTYN BAY APR 0 6 2004 + SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HERE 6=5'0' SCALE: Claude L. � (� DATE BY DESCRIPTION VERT: 1"= 5' mber3nol,P.E. P.E. Number 35490 DATE 7 -22-03 JOB NUMBER HBL-9 SHEET 8 of 13 H8L9PR0F3.DGN HBL9PR0F4.DGN GENERALLEGEND ' I --0-- Proposed Sewer with Manhole 1 ------- Proposed Right -of -Way j ......... o� E3 - Proposed Storm with Inlet Proposed Water System P.I. EQUATION ---_ Existing Contour LOCATION MAP STA. 80+00.00 Road F= STA. 32+12.20 Road A P.I. EQUATION STA. 73+50.38 Road E= s / I STA. 90+55.45 Road G e@ fog Sh co,eet , f � ' r '. � \ - ' ;, I 52 53 54 `'' 102 55 `` SURE �S \\ r - --- EXIS TING 24 " D8 D4 /� ' 77 SEWER ' (B j / / 7a�__ _ STORM SEWER / STA. 73+07.84 CL 'E'INLET 78/i STA. 70+54.77 TYPE 'E' INLET CL See Sheet? TYPE for continuation See Sheet 5 L S7 for continuation 0Cn / �, `� 79 e o ,, r % ----mac.-.- 92 \ y �--- 92 y ami rt rn �� © 4'SIDEWALK (TYP) ee Sheet 5 for continuation 1 )I L-_ - - - - _ ---- --- -7- =� - 7- f FUTURE STO/?M SEWER --_- - \ �� \ r FUT RE ROADWA r 93 © � 81 82 83 84 85 I - �;` '' 1' � �' � j (B Y 0 T�RSf �-- i - ✓" _-- 1 94 S% 9 STA. 80+15.64 12.75 RT ® � I I I I I 88 I I I I __I _ -' --- -- - -- J ` ' f t'�!� '•, 2 + o _ - - I i26+'�0 - - ----- 25+0 ------ +00 Q -�- --- --i---�-_-�- - -I/---- -+-- _� --` - i--- ---- tpo '`~ _ 23+00 _ - - -'' � SAN. MH. � � �.9 � �`�.. � �a r --- - -61 COco 1,- !- _ _ � R110 I I 130'-8" PVC @0.30% \ ® AO LL _ _ ll(�' + - // C FUTURE ROADWA Y TUR FUTURE STORM -- _ SEWER , o -- i See Sheet 5 - - _ _-_L --�- -L-- '1- - «+ f - t r t N ll F ,FlSTO S WER (BY OTHERS) lBY THE- (BY OTHERS) N � . � ,- i � � for continuation S4 �2 0 A � //i � � 4 6' l I I i I I I i I 97 i I I I I "x4 " STA. 81+46.02, 3.85' L T _ / 90 .... �- __-- �- o� I I 984 TEE 108 107 i i 90 99 3-4" GATE VAL VES 106 105 104 103 ' SAN. MH. ,, � J 111 �� " � / / 102 101 ! 155`-8" PVC @0.31% �' / 91 94'-2� " RCP @1.22'/. STA. 23+28.81, 50.00'L T EXISTING-�T-0!?M �, 20'-4" DIP WATER MAIN 4' SIDEWALK (TYP) 122 -15 RCP @1.01% 1-8"x4" REDUCER 129'-24" RCP @1.251 D7 STD. FIRE HYDRANT See Sheet 5 for co ntinuation S3 11CO �� (� S j � % �o�--- -- i r T,4. 8454514', 4, 50 'L T 'Yl6E TYPE P-7 MH 7 SEWER EXISTING STORM ` ��/ SEWER TO BE EXISTING 2-4- -._ STA. 71+85.92, 6.80' L T WGA TE VAL VE ASSY. STA. 83+01.60, 13.0' RT ME(S I' I :1, ITH 5' PLA PA REMO VED / / STORM SEWER T YPE 'E' INLET P.I. EQUATION SAN. MH. l ! 107'-12" ADS 00.481 STA. 70+00.00 Road E= P.I. EQUATION / 2 277-8" PVC WATER MAIN STA. 32+97.62 Road A STA. 83+33.15 Road F= STA. 91+23.97 Road G Road E A. RADIUS=4.00' B. RADIUS= 15. 001 Crowne Parkway C. RADIUS=8.00' F D. RADIUS_25.00, O O > vi 0- O D7 S4_ Lrw > J TOP 113.32 TOP 113.53 10 ' V.C. D4 100' V.C. _ o `` � w o O+ TOP 114.47 120 CD 00 �p > CV Fl O =5U_ LO F- D8 S7 M o ir' v LO TOP 114.00 Uj W TOP 114.33 O 04 O 6 w S3 �- = > F_ > J z O a F- O //� O j `- o TOP 14.80 w V DOS2 0 O TOP 109.50 -i ± p r+ ? N (-) 0. % (+)1.121 + _----- + (-) .'.(+)0-%0_1 050---- + -------- ------ Q_ + N N N O 0) V)Q ; -------- 8" DIP 24 If2 MIN. 4" MIN. 4 If DIP - ----- - ------- --- --- R-10 w z¢ ' � > N z WA TERMAIN W TERMAIN 110 12" MIN. - R-9 12" MIN. - �� , 8 PVC = - INV. 108.75 i5" RCP - INV. 110.34 24 RCP ' 12" INV. 108 ADS 48 /NV. INV. 109.47 109.86 INV. 110.44 FUTURE (B ROAD OTHERS) - - 105 24" RCP INV. 107.25 /05 INV. 108.27 105 INV. 105.64 /00 - I / EXI TING 24 FRCP I / 1 95 I / 24#1 RCP INV. 98.2 90 71 72 73 1 INV. 92.2 NOTE: USE RECORD PLAT FOR ALL CONSTRUCTION LAYOUT WORK. REFER TO GEOTECHNICAL REPORTS BY UNIVERSAL ENGINEERING SERVICES (PHONE : 407-42 3-0504) FIELD: City of Ocoee FloridaNROADE&F CADD BY: JCS AND BOUNDARY DATA BASED Z D CHECKED BY: CLC GTC Engineering CorporationSURVEYING CROWN POINTE PARLAY (FUT.) ON INFORMATION PROVIDED BY DESIGNED BY: JCS Certificate ofAuthorization 98 South Semoran Blvd, Orlando, FL 32807 Number 6758 407-380-0402 TOWNS OF WES- YN BAY APR 0 6 2004 SEARS SURVEYING COMPANY, INC. (PHONE: 407-897-6220) HORIZ: 1"= 50' SCALE: Claude L. Cassagnol, P.E. DATE BY DESCRIPTION VERT: 1"= 5' P.E. Number 35490 DATE 7 -22-03 JOB NUMBER HBL-9 SHEET 9 of 13 HBL9PR0F4.DGN Shared Entry Road Typical Section 4.5' 4'CONCRETE SIDEWALK - IV2" A.C.S.C. (TYPE S -l). 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134. 12"COMPACTED SUBGRADE COMPACTED TO 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV SIDEWALK DETAIL WIDTH VARIES - SEE PLAN 14 "/FT ��'t'�;1�-t\\\��! V' • c. tl• = v , v' • v • � . v • D • v . '}-.�'-+i IIID\tom-\ v 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. WHEELCHAIR RAMP PLAN VIEW CONC. SIDEWALK WIDTH VARIES SECTION VIEW 14 a. 4' Interior Roadways Typical Parking Section 58 -'PRIVATE ROW TRACT /0' 12' 12' 20' I i i 2.0 4' CONCRETE SIDEWALK 6`x16"CURB FDOT TYPE F CURB l%2" A.C.S.C. <TYPE S -l1 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 98X MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE 6"LIMEROCK BASE, COMPACTED TO 98X MAX. DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO - 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV Interior Roadways Typical Section 44' PRIVATE ROW TRACT /0' 12' 12' /0' 4' 1 4' 2.0 X 6"x16'CURB 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 98X MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE O LIMEROCK BASE, COMPACTED TO 98X MAX. DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO -j 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV MITERED END SECTION SPLASH PAD DETAIL PLAN 5'-0" -r w . trrt_�- ,c LG. (SEE CONNECTION DETAIL 12" 0. C. BELOW) 2.0 X SIDEWALK POND BANK PARKING 4' 2.0 X 2.0 X TSIDEWALK OUTFALL STRUCTURE D16 POND 10 TYPE 'F' CURB DETAIL 12" 1 1211 1 811 1 1611 1211 6" "R I14 „R PA VEMENT D D N BASE N D ' STABILIZED, : ' �o . : ' ' SUBGRADE COMPACTED.. SUBBASE ' OUTFALL STRUCTURE D24 POND 20 FASTEN SKIMMER PLATE TO G -r I BACK OF S TRUC TURF RCP FASTEN SKIMMER PL A TE TO 2411 BACK OF S TRUC TURE RCP 6" UNDERDRAIN 6" UNDERDRAIN Modified 18" 1811'. 4 "X4" B. T. W. FDOT Type D Inlet -POST (TYP.) Modified 18" 18)1.4"X4" B.T.W. o FOOT Type D InlePOST (TYP.) I30 I I I A6 I I i 30" Fiberglass n ---1- 1---------L---d 30" Skimmer I 49" I �6 " a_-_1-- ----- n ......... I ---- Ej I I I I Plate } _TOP OF SKIMMER 1113 Fibergloss I I 109.0 -:, :, -:• :. -,-- - - - .. 30" Skimmer �`• �� '� ' 106.0 Plate TOP OF STRUCTURE 110.8r I r� I I :,�:�;;.:;:;::;;.t,,.::••;:�::'� �'°•�:t' ::`:�' ':t':� `::,;• ::: ,5.•� --.�•- - ;•T;•-:•-•;•-;�:--;-_-:,T•:•-:•,- TOP OF SKIMMER 107.0 4.;;•.,;•: :� ;;• ;.: .' : r.'; : I:: ._i': TOP OF STRUCTURE 106.5 5"x 5" WEIR 108.3 : �:: -r.. .,- :,- ::-'•<I .:' T � ��•`� `,�"• _ ORIFICE 107.0 i' : r.. •:�: ,1, a•..: `: 24" RCP 1 r:: - --- 'I=' '1= I 1• �. : i t -i - �- BOTTOM OF SKIMMER 106.5 24 " RCP 7.5 "x 7.5" WEIR 104.2 12 MIN. 5 -BOTTOM OF S TRUC TURE 105.0ORIFICE 103.0 106.0 12" MIN. BO T TOM OF SKIMMER 102.5 103.0 6" ORIFICE WITH S.1 -BOT TOM OF STRUCTURE 1015 4 "X4 " B. T. W. CAP AND 2.75" HOLE 4 "X4 " B. T. W. 6" UNDERDRAIN POST (T YP.) POST ( T YP.) 6" ORIFICE WITH INV. 107.0 CAP AND 2.5" HOLE 106.0 102.0 CLEAN FINE SAND WITH LESS THAN 51 PASSING THE U.S. •200 SIEVE VMtfs-"---«--.,•..,,.,rt•=tf- OVERLAPPING FILTER ,�; ? FABRIC ENVELOPE (TION SECTION A -A " 24" MIN ••� COARSE FILTER SAND MEETING SECTION 902-4 OF STANDARD •3 12" 0. C. E W ;r% SPECIFICATIONS 6" FULLY PERFORATED PIPE WRAPPED WITH FILTER o o - o v' • o o 18"`�`,, �.�7 FABRIC SOCK 6;': MIN : `• ko 0 to .3i''sTrr. 6" 8" 2-•5 CONT. 18" 4" CONC. SIDEWALK %" EXP. JOINT _ _NNOT MEE 26-1- - - - SLOPE CA •v . v•v', v•p• 0 v Y 6" RAMP FLOOR AND & SIDES CURB & GUTTER (REMOVE & REPLACE) %" EXP. JOINT NO TES: 1. ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2. L OW CURB & TRANSITION MAY BE FORMED AT THE TIME OF CURB CONSTRUCTION. J. CONSTRUCT WITH CLASS A (3000 PSD CONCRETE. CONNECTION DETAIL UNDERDRAIN DETAIL MITERED END SECTION CONC. SPLASH PAD 8" NORMAL FOOTER SLOPE SPLASH PAD TO MATCH SLOPE OF RETENTION POND iU *4 DOWELS 12" T LG. 0 12" O.C. - •3 0 12" 0. C. E. W. 8" 8" •4 CONT. - •5 CONT. STREET CURB & GUTTER NOTES: 1& CONCRETE TO BE 2500 PSI Q APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. Q 1 x 4 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. DRI VEWA Y APPROACHES UNDERDRAIN DETAIL POND 10 TYPICAL SECTION N. G. TOB -112.0 5; NWL -107.0 105.0 105.0 NWL -10Z O 5: � BOTTOM -97.0 35.0' 24' VARIES 24' 35. o' WALL WESTYN BAY BOULEVARD TOB -112.0 N G. TOB_ 108. O POND 20 TYPICAL SECTION 5:7 NWL -103.0 NWL -103.0 101.0 101.0 � BOTTOM -93.0 5, 35.0' 24' VARIES 24' 35.0' rfzcf i HBL9PDD, 24' /2' 8" 24' ENTRY LANES MEDIAN EXIT LANES 2' 2' SEE LANDSCAPING PLANS FOR DETAILS 0.02 ft/ft 0.02 ft/ft 4'CONCRETE SIDEWALK - IV2" A.C.S.C. (TYPE S -l). 6" SOIL CEMENT BASE, COMPACTED TO 987 MAX. DENSITY AASHTO, T-134. 12"COMPACTED SUBGRADE COMPACTED TO 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV SIDEWALK DETAIL WIDTH VARIES - SEE PLAN 14 "/FT ��'t'�;1�-t\\\��! V' • c. tl• = v , v' • v • � . v • D • v . '}-.�'-+i IIID\tom-\ v 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. WHEELCHAIR RAMP PLAN VIEW CONC. SIDEWALK WIDTH VARIES SECTION VIEW 14 a. 4' Interior Roadways Typical Parking Section 58 -'PRIVATE ROW TRACT /0' 12' 12' 20' I i i 2.0 4' CONCRETE SIDEWALK 6`x16"CURB FDOT TYPE F CURB l%2" A.C.S.C. <TYPE S -l1 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 98X MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE 6"LIMEROCK BASE, COMPACTED TO 98X MAX. DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO - 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV Interior Roadways Typical Section 44' PRIVATE ROW TRACT /0' 12' 12' /0' 4' 1 4' 2.0 X 6"x16'CURB 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 98X MAX. DENSITY AASHTO, T-134, FOR OTHER AREAS USE O LIMEROCK BASE, COMPACTED TO 98X MAX. DENSITY. 12" COMPACTED SUBGRADE, COMPACTED TO -j 98X MAX. DENSITY AASHTO, T-180, 75 PSI FBV MITERED END SECTION SPLASH PAD DETAIL PLAN 5'-0" -r w . trrt_�- ,c LG. (SEE CONNECTION DETAIL 12" 0. C. BELOW) 2.0 X SIDEWALK POND BANK PARKING 4' 2.0 X 2.0 X TSIDEWALK OUTFALL STRUCTURE D16 POND 10 TYPE 'F' CURB DETAIL 12" 1 1211 1 811 1 1611 1211 6" "R I14 „R PA VEMENT D D N BASE N D ' STABILIZED, : ' �o . : ' ' SUBGRADE COMPACTED.. SUBBASE ' OUTFALL STRUCTURE D24 POND 20 FASTEN SKIMMER PLATE TO G -r I BACK OF S TRUC TURF RCP FASTEN SKIMMER PL A TE TO 2411 BACK OF S TRUC TURE RCP 6" UNDERDRAIN 6" UNDERDRAIN Modified 18" 1811'. 4 "X4" B. T. W. FDOT Type D Inlet -POST (TYP.) Modified 18" 18)1.4"X4" B.T.W. o FOOT Type D InlePOST (TYP.) I30 I I I A6 I I i 30" Fiberglass n ---1- 1---------L---d 30" Skimmer I 49" I �6 " a_-_1-- ----- n ......... I ---- Ej I I I I Plate } _TOP OF SKIMMER 1113 Fibergloss I I 109.0 -:, :, -:• :. -,-- - - - .. 30" Skimmer �`• �� '� ' 106.0 Plate TOP OF STRUCTURE 110.8r I r� I I :,�:�;;.:;:;::;;.t,,.::••;:�::'� �'°•�:t' ::`:�' ':t':� `::,;• ::: ,5.•� --.�•- - ;•T;•-:•-•;•-;�:--;-_-:,T•:•-:•,- TOP OF SKIMMER 107.0 4.;;•.,;•: :� ;;• ;.: .' : r.'; : I:: ._i': TOP OF STRUCTURE 106.5 5"x 5" WEIR 108.3 : �:: -r.. .,- :,- ::-'•<I .:' T � ��•`� `,�"• _ ORIFICE 107.0 i' : r.. •:�: ,1, a•..: `: 24" RCP 1 r:: - --- 'I=' '1= I 1• �. : i t -i - �- BOTTOM OF SKIMMER 106.5 24 " RCP 7.5 "x 7.5" WEIR 104.2 12 MIN. 5 -BOTTOM OF S TRUC TURE 105.0ORIFICE 103.0 106.0 12" MIN. BO T TOM OF SKIMMER 102.5 103.0 6" ORIFICE WITH S.1 -BOT TOM OF STRUCTURE 1015 4 "X4 " B. T. W. CAP AND 2.75" HOLE 4 "X4 " B. T. W. 6" UNDERDRAIN POST (T YP.) POST ( T YP.) 6" ORIFICE WITH INV. 107.0 CAP AND 2.5" HOLE 106.0 102.0 CLEAN FINE SAND WITH LESS THAN 51 PASSING THE U.S. •200 SIEVE VMtfs-"---«--.,•..,,.,rt•=tf- OVERLAPPING FILTER ,�; ? FABRIC ENVELOPE (TION SECTION A -A " 24" MIN ••� COARSE FILTER SAND MEETING SECTION 902-4 OF STANDARD •3 12" 0. C. E W ;r% SPECIFICATIONS 6" FULLY PERFORATED PIPE WRAPPED WITH FILTER o o - o v' • o o 18"`�`,, �.�7 FABRIC SOCK 6;': MIN : `• ko 0 to .3i''sTrr. 6" 8" 2-•5 CONT. 18" 4" CONC. SIDEWALK %" EXP. JOINT _ _NNOT MEE 26-1- - - - SLOPE CA •v . v•v', v•p• 0 v Y 6" RAMP FLOOR AND & SIDES CURB & GUTTER (REMOVE & REPLACE) %" EXP. JOINT NO TES: 1. ENTIRE EXISTING CURBING SHALL BE REMOVED & REPLACED. 2. L OW CURB & TRANSITION MAY BE FORMED AT THE TIME OF CURB CONSTRUCTION. J. CONSTRUCT WITH CLASS A (3000 PSD CONCRETE. CONNECTION DETAIL UNDERDRAIN DETAIL MITERED END SECTION CONC. SPLASH PAD 8" NORMAL FOOTER SLOPE SPLASH PAD TO MATCH SLOPE OF RETENTION POND iU *4 DOWELS 12" T LG. 0 12" O.C. - •3 0 12" 0. C. E. W. 8" 8" •4 CONT. - •5 CONT. STREET CURB & GUTTER NOTES: 1& CONCRETE TO BE 2500 PSI Q APPROACH & SIDEWALK IN DRIVE TO BE 6" THICK W/ WIRE MESH OR FIBER MESH. Q 1 x 4 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. DRI VEWA Y APPROACHES UNDERDRAIN DETAIL POND 10 TYPICAL SECTION N. G. TOB -112.0 5; NWL -107.0 105.0 105.0 NWL -10Z O 5: � BOTTOM -97.0 35.0' 24' VARIES 24' 35. o' WALL WESTYN BAY BOULEVARD TOB -112.0 N G. TOB_ 108. O POND 20 TYPICAL SECTION 5:7 NWL -103.0 NWL -103.0 101.0 101.0 � BOTTOM -93.0 5, 35.0' 24' VARIES 24' 35.0' rfzcf i HBL9PDD, TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIMPROV 0 AREAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) 'T = = z X COMMON FILL - .0 �. PIPE:D. \r N 12' (TYP.) I ' / z a SELECT o w FILL COMMON W z UNDISTURBED - - w w (SEE NOTE 3) N ,r NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95/. OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (•h 15' MAX. FOR PIPE DIAMETER LESS THAN 24', AND 24' MAX. FOR PIPE DIAMETER 24'ANO 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 030.010) FINISHED 2' CAP 2' GATE VALVE 2'90 ' BEND I I i RESTRAINED JOINT ATINWER MIRON N 7 I TAPPED CAP DOUBLE METER BOX (18' x 24' MIN.) 6' 2'90 " BEND 6' BEDDING ROCK NOTES: 1. ALL 2' PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT)JOINTS. j BLOWOFF VALVE DETAIL (FIG. 403) MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).• 3'DIA.BRONZE 4' 6' 8' 10' PIPE SIZE 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 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: ----150 P.S.I.- SOIL DESIGNATION:__ LAYING CONDITIONS: TWD_ . B. 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. F& I04) DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) ' CORPORATION _ STOP (P MIN.) HYDRANT r------- --- - -- �--- -- , , SET TOP OF VALVE BO OPERATING PROPERTY TO FINISHED GRADE NUT i LINE (TYP.) ---� CONCRETE COLLAR HOSE NOZZLE 2- BLOWOFF VALVE IN UNPAVED AREAS AS REO'D. L (SEE DETAIL) E FINISHED GRADE (SEE DETAILS) 24'SQUARE OR y - ROUND ANO 6'THICK I PUMPER NOZZLE REINFORCED CONCRETE FACING STREET 1 \ I I SHEAR PAD. SEE / -----!------� I 3 ADJUSTABLE SCREW TYPE NOTE 2 _ - _ _ - VALVE COLLAR WATER MAIN CAST IRON VALVE BOX O.C. ALL AT 9' i z_ (SEE DETAIL) (6" MINIMUM) - �__ POLYETHYLENE (SEE NOTE 1 ) AROUND -_-_-_--_-_---_ •_J ; TUBING (1'MIN.) `oI SINGLE METER BOX SEE NOTE 2 2" LOCATE WIRE PIPE I •'{ I AND WATER METER BOX SHALL REST ON 3. 0' COMPACTED I ( ! , - - I (BY ORANGE CO.) - RESILIENT SEAT BEDDING ROCK NOT BACKFILL u> M J HYDRANT SINGLE SERVICE M. J. GATE VALV ON VALVE OR PIPE SEE NOTE 3 i ANCHORING TEE AND SHALL BE ¢ L-'� \ ` - I REDUCER WATER MAIN CENTERED ON > OR RECLAIMED MAI OPERATING NUT ( 12' MIN. I MAIN( I � FIRE MAIN (MIN.) 6' -� - - FITTINGS AS (HYDRANT i ASSEMBLY AWWA TYPE REQUIRED (TYP.) , (SEE NOTE i 1) I CC THREADS „-------- --- ------ '- ---- ------ -- SADDLE 6' BEDDING ROCK RIGHT OF WAY LINE --- ) I RESILIENT SEAT GATE I ` M J ANCHORING VALVE AND BOX CURB 6 BEDDING ROCK COUPLING (SEE DETAIL) WATER MAIN 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 G'MINIMUM. FIRE HYDRANT ASSEMBLY DETAIL IFIL. 402) "---]--- �/ 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 IFIG. 404) 24' x 24' x 6' THICK CONC. PAD TYP.EACH VALVE BOX. 3' DIA. BRONZE DISC ANCHORED IN CONC. 4 BARS ALL 3'DIA.BRONZE STAMP AS RED'D AROUNDDISC (SEE NOTE 1) ANCHORED IN CONC. PAD STAMP SIZE OF VALVE AS REO'D. TYPE OF VALVE"':� •;.'.';� :s: SERVICE DIRECTION & N0. ' •'r ::' OF TURNS TO OPEN io VALVE BOX"" AND COVER N (TYP.) Wr 2500 P.S.I. CONCRETE MIN. ANCHORS UNIMPROVED CONDITION TOP FLUSH WITH FINISHED GRADE �... 9' -..� ASPHALT SURFACE ( I I • $ASE •: .' ' I I I I ' 4'x 4' x 18' LONG VALVE BDX7 (MIN 11 PRECAST POST AND COVER WITH 3'DIAMETER (TYP.) BRONZE DISC SET IN GROUT IMPROVED CONDITION ABOVE. AS SHOWN NOTES: 1. BRONZEIDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16, AND 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 IFIL.107) CURB STOP CORPORATION U -BRANCH (SEE NOTE 3) STOP (1' MIN.) FITTG MARK WITH x34') 4 WOOD PAINTED BLUE & WITH CURB STOP LOT NUMBERS z 2 EA. f POLYETHYLENE TUBING (1' MIN.) DOUBLE METER BOX AND WATER METER (BY ORANGE CO.) DOUBLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) TO METER BOX 'ASSEMBLY - 45 DEG. 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 )8'STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOTS) TO BE SERVED. WATER SERVICE CONNECTION DETAILS FIG. 409 METALLIC LOCATING FINISHED GRADE v MAINMAINo NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 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 EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL WIM IN) I HBL9WDET.DGN TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) O � = z COMMON FILL PIPE O.D. ' ~� I' J 12' (TYP.) ( SELECT Z = COMMON o ( < FILL m Z UNDISTURBED - w (SEE NOTE 3) a ° NOTES: L PIPE BEODING:SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (a):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. B. 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. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL HE 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 06.100) PRECAST TEE MANHOLE INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 90° BEND 2' INLET CONNECTION e' AS REQUIRED STANDARD DROP DETAIL TRANSITE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL (SEE NOTE 2) PVC PRECAST e MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEE PVC BAND PIPE CLAMP e ' ' RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE COUNTY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24'DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 2'OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS (FIIG.20U CONCRET SET COVERS FLUSH IN PAVED AREAS & AT ELEVATIONS SHOWN IN UNPAVED AREAS. BENCHING PER SPECIFICATI( REINFORCEMENT AND JOINT - DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE 9° COUNTY. TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS - MANHOLE FRAME & COVER (SEE STANDARD DETAIL) -FRAMES BEDDED IN MORTAR INSIDE 0 Lo ow PRE -PRIMED -- JOINT SURF w 0 m cr MIN. MIN. 9° BEDDING ROCK 2' MIN. I CAST -IN-PLACE ( PRECAST MONOLITHIC CONCRETE BASE BASE NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' THRU 24', SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24'OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. PRECAST CONCRETE MANHOLE PLAN AND SECTION (FIG200) CROWN TRENCH IN 12'(TYP.) w UNIMPROVED AREAS TRENCH WIDTH VARIES PRE -PRIMED JOINT SURFACES \ COMMON (3'MIN.1(SEE TYPE B W/ SIZE OF PIPE SELECT COMMON FILL m Z BEDDING AND TRENCHING FILL PLASTIC JOINT SEALER WITH DETAIL FOR OTHER w w WRAPPERIVE (WRAPPER TO PIPE BEDDING RESTORATION. BE REMOVED) FINISHED GRADE - - - - - SGUEEZE-OUT / SEE NOTE 1 CLEAN-OUT 1. PIPE BEODING:SELECT COMMON FILL COMPACTED TO 95Z OF THE 6'45 ° MAXIMUM DENSITY AS PER AASHTO T-180. SEE NOTE 1 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95X OF THE x z T SEE NOTE 4 < N COMMON FILLPIPE O:D. \ P 4. (a):15'MAX.FOR PIPE DIAMETER LESS THAN 2,P AND 24'MAX. , OUTSIDE WALL 12'(TYP.) w SELECT -= PRE -PRIMED JOINT SURFACES \ COMMON Z . J SELECT COMMON FILL m Z PRE -MOLDED FILL PLASTIC JOINT SEALER WITH BEDDING ROCK -'� "'• w w WRAPPERIVE (WRAPPER TO PIPE BEDDING w z BE REMOVED) (SEE NOTE B & 9) \ UNDISTURBED EARTH - - - - - SGUEEZE-OUT NOTES: SEE NOTE 1 CLEAN-OUT 1. PIPE BEODING:SELECT COMMON FILL COMPACTED TO 95Z OF THE 6'45 ° MAXIMUM DENSITY AS PER AASHTO T-180. SEE NOTE 1 2. TRENCH BACKFILL:COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. w'PLUG I 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE COUNTY. 4. (a):15'MAX.FOR PIPE DIAMETER LESS THAN 2,P AND 24'MAX. FOR PIPE DIAMETER 24'AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. �i WYE 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. PLAN 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE COUNTY. BEDDING DEPTH SHALL BE 4'MINIMUM FOR PIPE DIAMETER LESS THAN 15'. AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. TYPE A BEDDING AND TRENCHING DETAIL 0`10.181) FINISHED GRADE SLOPE TO 3' DEPTH AT 3I 1.0% MIN. (TYPJ _ ROTATE - -SPRING LINE MINAL DEPTH 30° (TYP.) REQUIRED FOR (SEE NOTE 3) i SEWER MAIN JSE'SERVICE 4IN.)(TYP.) SINGLE i DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. I (FIG204) RAISED 1-1/2' LETTERS FLUSH WITH TDP OF Cl E PLAN ELEVATION STANDARD MANHOLE FRAME AND COVER (FIG. 202) TING METALLIC LOCATING GRADE MAX. PVC WATER MAIN OR FORCE MAIN 1 " wxgzz rw ��'pa NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPERICAPABLE 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 EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL wamm f HBL9SDET.30 w LOT LINE _ Z . J 6' BRANCH SEWER MAIN u' w 1 6' 45 ° SIZE VARIES 1 CLEAN-OUT w z BEND - - - - - WYE WITH 6' BRANCH ) SEE NOTE 1 CLEAN-OUT REMOVABLE 6'45 ° WYE WITH 6' BRANCH SEE NOTE 1 BEND w'PLUG I _-_LOT LINE DOUBLE �i WYE PLAN FINISHED GRADE SLOPE TO 3' DEPTH AT 3I 1.0% MIN. (TYPJ _ ROTATE - -SPRING LINE MINAL DEPTH 30° (TYP.) REQUIRED FOR (SEE NOTE 3) i SEWER MAIN JSE'SERVICE 4IN.)(TYP.) SINGLE i DOUBLE LATERAL LATERAL PROFILE NOTES: 1. CLEAN-OUT (SHOWN SHADED)SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM. 3. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. I (FIG204) RAISED 1-1/2' LETTERS FLUSH WITH TDP OF Cl E PLAN ELEVATION STANDARD MANHOLE FRAME AND COVER (FIG. 202) TING METALLIC LOCATING GRADE MAX. PVC WATER MAIN OR FORCE MAIN 1 " wxgzz rw ��'pa NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (10 GAUGE COPPERICAPABLE 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 EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL wamm f HBL9SDET.30 METALLIC LOCATING MAX. GRADE OR FORCE MAIN_cI'MAX. METALLIC LOCATING WIRE IME I m- NOTES 1. PVC PIPE SHALL REGUIRE INSULATED METALLIC LOCATING WIRE (10 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 EXTENDING 12'ABOVE TOP OF BOX IN SUCH A MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE. PVC PIPE LOCATING WIRE DETAIL FIG. 108) TRENCH WIDTH VARIES W/ SIZE OF PIPE UNIIMPROVED TRENCH REAS (3' MIN.) FINISHED GRADE (SEE NOTE 8) • J Y N Lj w M o z `SEE NOTE .4 cl u COMMON FILL: pIPE O:D. '- VEn .) N 12' (TYP.) m - i SELECT 21 COMMON o FILL m z UNDISTURBED — - — a W EARTH (SEE NOTE 3) a `' NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% 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 OR 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 241, 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 FiIH gem MINIMUM LENGTH (FT)TO BE RESTRAINED ON EACH SIDE OF FITTING(S).+ PIPE SIZE 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 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: ____150 -__ P.S.I.- SOIL DESIGNATION:__GO00_SAND LAYING CONDITIONS: _TWO_ . 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF I.B. + TO BE COMPLETED BY THE ENGINEER. RESTRAINED PIPE TABLE. k. ml HBL9RUDET.30 r6st ,Tr,l Tr n Bay F 0 1 0 1 in bdivision P1 n t00% lok%�Onstruction Documents City of Ocoee, Florida October 2003 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 0"re p a re d fo r; West Groves Venture, LLLP c/o L.H. West, LLC 423 South Keller Rd., Suite 201 Orlando, 51 ► I-----i—i— i 47 I 3 I 1191 I 1141 115 I 118 117 1 40 -=& I 49 � \ 112 -,�. "_- r_�/ tM to to 1G1 1W 187 t3 181 181 84 t i 150 t� iBP 181 108 \ 3 110 7 H \ 8 Q R ,g G EJ 1 \\ \ 107 � 3t 78 2P � t ,q 106 ,s C Location Map 103/ A & N M1 28 104 � 18 IB � 21 22 Zf 23 26 f' le 1] 18 18 i� 13 t2 Ii 10 P B t ''T FJ 41 \ FJ / \ 123 121 12l 11P I10 117 115 it 113 112 ili 110 tU1 !� \ 8 \ q C-- _ SHEET INDEX lay esi-aft-n -0-*-lrouu0-w-9 Y P i40nc. SHEET DESCRIPTION Land Planning . Landscape Architecture ® Project Management Ll -L6 Landscape Plans 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Key Map ® 11-14 Irrigation PI n YPlans � Phone 407.740.7373 •Fax 407.740.7661 . v�rww.dalydesign.com Not To scale A f� H1 -H2 Hardscape Plans 2226 \ i23 I t� 127 1 122 C Location Map 103/ A & N M1 28 104 � 18 IB � 21 22 Zf 23 26 f' le 1] 18 18 i� 13 t2 Ii 10 P B t ''T FJ 41 \ FJ / \ 123 121 12l 11P I10 117 115 it 113 112 ili 110 tU1 !� \ 8 \ q C-- _ SHEET INDEX lay esi-aft-n -0-*-lrouu0-w-9 Y P i40nc. SHEET DESCRIPTION Land Planning . Landscape Architecture ® Project Management Ll -L6 Landscape Plans 913 N. Pennsylvania Ave., Winter Park, Florida 32789 Key Map ® 11-14 Irrigation PI n YPlans � Phone 407.740.7373 •Fax 407.740.7661 . v�rww.dalydesign.com Not To scale A f� H1 -H2 Hardscape Plans 2226 j 1 El MATCHLINE B 11j 1 113 1 112 1 111 1 110 1 109 •sr� W- CH 10 WR 3 JP WR E19 3 E76 A WR 5 "-SOD-V k -SOD -4 k-SODN 1 W ELI EVAv Es v imA v IT �_ EJ 1 ti k-SODy co t�- 1~ ILID QD I'll- kSODN k-SODN F0,11, CQ� R-SODN k -SOD -N NOTE: Street trees to be planted after building construction. Street Trees to be planted within F landscape easement when indicated on individual lots. 5' Landscape Easement (TYP) k -SOD -1 1 kSOD-� • INWA IS k -SOD -N 1 QL 3 --------- (F 1 EJ 24'1 EJ AA ` S 1 QL 151 MG3 .1061 rOs `, QL 1 LIT %a 1 'iiiii`iii•�•i`•i�i�i`i�i � � r•-. t� i _'`moi•! � • � • ' �o�i:�t�i�•�i�i�'O.�i�i�0�i�i�0i�i�.�i�Oi i� A� ,' © ' � � ,i � � � � `r-��' � 0 ® ® � •�� ' � �� -WN 1 I N SYMBOL BOTANCAL NAME COMMON NAME AA Agapanthus africanus Lily of the Nle AJ Trachelospermumasiaticum minima Dwarf Asian Jasmine AN Annuals Selected by Owner CH Cuphea hyssopifolia False Mexican Heather CS C upressus sen pervirens Italian Cypress EJ Eriobetrya japonica Loquat FP Ficus pumila Creeping FU IS Ilex x attenuata'Savannah' Savannah Holly JP Juniperus chinensis 'Parsonir Parsonii Juniper LBS Liriope mascari "Evergreen Giant' Liriope Evergreen Giant LIM Lagerstroer•ria indica'Muskogee' Lavender Crape Myrtle LIN L.agerstroemia indica'Natchez' White Crape Niyrte LIT Lagerstroemiaa indica'Tuscarora' Magenta Crape Myrtle IVIG Magnolia grandif lora 'Bracken's Brow n Beauty' Bracken's Brown Beauty Magnolia MG1 Magnolia grandif lora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG2 Magnolia grandiflora'Brackeds Brown Beauty' Bracken's Brown Beauty Magnolia MG3 Magnolia grandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia FD Fhoenb(dactylifera medjool Date Palm P5X Fhilodendron selloum'Xanadu' Xanadu Fhilodendron QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Oak QV3 Quercus virginiana Live Oak RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnum odoratissimum Sweet Viburnum VVIR VVashingtonia robusta Vlfashingtonia Palm SOD St. Augustine a St. Augustine Sod 0 0 k -SOD•,, QL 3 k-SODN Location of Sprint Pair Gain Site k-SODN P o� i/\ 2 RIA 53 LIM 3 FP 21 81 � % U LIN MG2 RIA LEG CS 99 Eb RIA 5 1 97 CS JP 1 �S 61 96 1 8 9? � — 102 AN JP 96 81 1 A -SOD , �., 1 RIA 159 MG2 , O� —z 1 LIN �'� 3 NOTE: See sheets H-1 5 �` LIT y �C®ee FP c° O 36 RSOD� ,%�% RIA \ — / /®/' ° t ` 70 QV3 \ _ r-%. r %�� j /� � `_ \ 2 � , ! / h – �" ' " v V a �/ �� \ �' FP �SOD of, �Vay LIM2 5 RIA ` ` \ 70 MG1 FP k -So 36 LIT \ \ / QV3 3 RIA `\ FP27 � WR Vol 60 �•.�i`, • & rll layout construction information 31 ;i' •�-.pertaining to the screen Y QV3 wall. ♦ © +Review all •thoroughly.• - changes have v e.__made throughout. 6FF Not included i�/!this contract.• . for Westyn .•• • Thomas Landscape Da ly . Registered s . • - NORTH �Architect _2004-. .0 .. - 0 U CD _C (D tq � o ro U_0 N o� v� � a N CU 0) z 00U CY) 70 Q Q o O� nU+ ti i C Q 'S C �Q .� c Q� > 7 Z mmm m 0 00 co N O r G 0 m v) z E E m U U U) Q a o U U Ir CL Q m 0 0 0 w O O N Q 0 0 0 CO N C: Q_ C CU C: r� _O CL v, U5 -04— =30 o cu J iL 0 F_ PROJECT N0. 2226 SCALE 1 "=30' DATE Oct 2003 SHEEP L-1 SYMBOL BOTANCAL NAME COMMON NAME AA Agapanthus of ricanus Lily of the Hie AJ TrachelosperlYumasiaticumminima C1varf Asian Jasmine AN Annuals Selected by Ominer / ® i CH Ouphea hyssopifolia False Nbxican Heather • 37 33 32 31 30 CS Cupressus sermpervirens Italian Cypress \ 36 35 34 EJ Eriobetrya japonica Loquat / \ FP Ficus purrila Creeping Fig / \ 5' Landscape Easement ,%• is Ilex x attenuata 'Savannah' Savannah Holly / \ (TYP) �' JP Juniperus chinensis'Parsonii' Parsonii Juniper 02LBG Liriope mascari "Evergreen Gant" Liriope Evergreen Gant - --- LIM Lagerstroemia indica'Niaskogee' Lavender Crape Myrtle --®--- - . • LIN Lagerstroerria indica 'Natchez' White Crape Nyrtle LIT Lagerstroemia indica 'Tuscarora' Magenta Crape Myrtle \ ; , MG Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia Iv1ATC H LI N E B 11+1x1 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG3 MG2 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia '-SODN ; 1 NM Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia t 105 �� ; QL PD Fhoenix dactylifera rrediool Date Palm FGX Philodendron selloum Xanadd Xanadu Fhilodendron 03 \ LIT QL Quercus laurifolia Laurel Oak \ Mn? ' of 1 QV1 Quercus virginiana Live Oak Qv1 QV2 Quercus virginiana Live Oak LIT QL \ 1 '�soD�, LIT QL LIT QL QV3 Quercus virginiana Live Oak N QL r' QL 1 \ 1 1 1 RIA Rhaphiolepis indica alba Indian hawthorn / QL 1EJ 1 1 1\1 7 28 Vo Viburnumodoratissimam Sweet Viburnum \ 18 19 20 21 22 23 24 25 26 M Washingtonia robusta Washingtonia Palm / \ R-SOD1\ � LIT / ®� \ LIT >� 1 SOD St. Augustine St. Augustine Sod J \ U \ \ LIM \ � MG1 \ Landscapi along 1 \ �tV estyn Bay,oulevar t \ included in thiscontract. \ See\plans for Wdstyn Bay i \ \ SubdNision. \ \ \ \ \ kSOD•y 41 \ \ O �00,\ \ 40 \ NOTE: Street trees to be planted after building construction. Street Trees to be planted within F landscape easement when indicated on individual lots. Q3 NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. / contract. See plans fob , �Achanges Review all plans thoroughly. Significant Westyn Bay Subd ision. i 2 have been made throughout. Thomas Daly Registered Landscape Architect NORTH S �RC 200' Reg. # 1235 30' 0' 30' 60' Date: E 0 U � c � N o co U� po ti C) CU M z Co U N Q_ LL D L CZ0 0 CL a� co > VJ C C > •�C Cz (1) Z 7C) LIU aT- T J (5) M m m CV r C � Ecc, o � z U Q U E OC U) Q W o CL C 0 o w O N Q 6 0 M T ryWry� L1. tum U) (L C: CU C 2 .� t/) ti W .> CD am a� U � O � ® CCn J �C: I.L 0 I® _7) PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-2 SYMBOL BOTANICAL NAME COMMON NAME AA Agapanthus africanus Lily of the Isle AJ Trachelospermumasiaticumminima Dwarf Asian Jasmine AN Annuals Selected by Ow ner CH Cuphea hyssopifolia False Mexican Heather CS Cupressus serrpervirens Italian Cypress EJ Eriobetrya japonica Loquat FP Ficus purrila Creeping Rg IS Hex x attenuata'Savannah' Savannah Holly JP Juniperus chinensis'Parsonii' Parsonii Juniper LEG Liriope muscari "Evergreen Gant" Liriope Evergreen Gant LIM Lagerstroerria indica'Muskogee' Lavender Crape Myrtle LIN Lagerstroerria indica'Natchez' White Crape Myrtle LI r Lagerstroemia indica 'Tuscarora' Magenta Crape Myrtle MG Magnolia grandif lora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG1 Magnoliagrandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG2 Magnoliagrandiflora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG3 Magnolia grandif lora 'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia PD Rmenix dactylifera rredjool Date Palm FSX Fhilodendron selloum'Xanadu' Xanadu Fhilodendron QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Cak QV3 Quercus virginiana Live Oak RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnumodoratissimum Sweet Viburnum VUR Washingtonia robusta Washingtonia Palm SOD St. Augustine St. Augustine Sod ,OTE: Street treesbe planted after building construction.- -- to be planted within5'landscape easement _ - • • on individual lots. © __ sheets •> for • and construction information pertaining to the screen wall. 0 1 Review all plans thoroughly. Significant changes have been made throughout. Thomas Daly O Registered Landscape �� Architect NORTH 0 7 2004 Reg. # 1235 30' 0' 30' 60' Date: E 0 U � c _W o ro U� E om r` v � M rn U w co CTJ o 70 �Qo V> i LLC Q 'S Q > _�_ 6 Q (n%�} CTj c W > 7 C: Q c M IL °-z aCY) —9-0) m m e L6 0 [V � T E m E�, z 0 o U E U C/) Q 0 U a`3 Ir 0 o w O N Q CCr � CS C) CU _Cum I` CL C (Q ®� ELL cc U U) =3 o C �CU Ul �C U- O PROJECT NO. 2226 SCALE 1 °=30' DATE Oct 2003 SHEET L-3 SYMBOL BOTANICAL NAME COMMON NAME AA Agapanthus africanus Lily of the Nile AJ Trachelospermumasiaticumminima Dwarf Asian Jasmine AN Annuals Selected by Owner CH C uphea hyssopifolia False Mexican Heather CS Cupressus serrpervirens Italian Cypress E) Eriobetrya japonica Loquat FP Ficus pumila Creeping Fig \ IS Ilex x attenuata'Savannah' Savannah Holly JP Juniperus chinensis'Parsonii' Parsonii Juniper \ LEG Liriope m iscari "Evergreen Gant" Liriope Evergreen Giant LIM Lagerstroerria indica'Muskogee' Lavender Crape WVrtle rr'')� MG LIN Lagerstroemia indica'Natchez' White Crape Myrtle 2G 1 LIT Lagerstroemia indica'Tuscarora' Magenta Crape Myrtle MG Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia ---""" MG1 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia MG2 Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia Mu''"3. Magnolia grandiflora'Bracken's Brown Beauty' Bracken's Brown Beauty Magnolia PD Phoenix dactylifera n-edjool Date Palm QL PSX Philodendron selloum'Xanadu' Xanadu Philodendron 2 QL Quercus laurifolia Laurel Oak QV1 Quercus virginiana Live Oak QV2 Quercus virginiana Live Oak QV3 Quercus virginiana Live Oak '-soo-, RIA Rhaphiolepis indica alba Indian hawthorn VO Viburnumodoratissimam Sweet Viburnum i Washingtonia robusta Washingtonia Palm 1WR 15 SOD St. Augustine St. Augustine Sod NOTE: Street trees to be planted after building construction. Street Trees to be planted within 5' landscape easement when indicated on individual lots. aQ NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to - swall. i cree Review all plans thoroughly. Significant changes have been made throughout. Thomas Daly Registered Land scape ritect NORTH Architect Reg. # 1235 30' 0' 30' 60' Date: E 0 � c 70 N o n� U� o � po d- C) U Co NM o - ®U� � v c Q� M > nVJ J W � 7 .c c c c Ii Q. z 7C) (Y) IM, CO M e L6 0 N T E� 0 O U E CC a U C/) a � LU °� C3 ai iv Cr 0 - Cr Cr 0 o W O N Q T Q CD CO T M� LL w % a C tU -> � ai N 70 -j CU� _�: U- 0 PROJECT NO. 2226 SCALE 1 °=30' DATE Oct 2003 SHEET L-4 ;M a as 2 CL 0 O S a co 0- Z, Z, 0 0 19 U) J CO N N N 6 M Cz N N N 0) CSS Q co N N co U 0 g E U O LL DPrototyical Landscar)e Mr, i"Scale:Y4" = l' -o", MoType E Prototyicai Landscape Plan MuScale: Y4" = 1'-0'11 MType F Prototyical Landscape r SYM BOL BOTANICAL NAME AA Agapanthus of ricanus 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. Lily of the Nile False Mexican Heather Cleyera Xanadu Philodendron Sweet Viburnum St. Augustine Sod Review all plans thoroughly. Significant 2 changes have been made throughout. QReview all plans thoroughly. Significant changes have been made throughout. Thomas Daly Registered Landscape Architect Reg. # 1235 E 0 v � w C o � U -q ami po C) v� co M CzCo ) �N C7 as 1 O L i C Q Q (3) . V7 nV1 C W > cn .0 C � C CU IL °- z 7C)a� J C}? M Cl) m 0 0 0 CY) CV C) r N N RS Rf z O Q) N H E E n U U U) U U iv iv 70 33 Q n. rr 0� 0 o W O N Q C+6 r 0 C7 C7 N r 0= C CU CUM a. C: ca O CL %'o CU �� U 0 .i4— O U) =0 o _a C �� L) J LL PROJECT NO. 2226 SCALE 1 "=30' DATE Oct 2003 SHEET L-5 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 PALM TREE GUYING DETAIL NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/ BEDS PRIOR TO INSTALLATION. FINISHED GRADE 6" TYP. SHRUB AND GROUND COVER DETAIL VARIES WITH PLANT BALL LARGE TREE GUYING DETAIL Detail for trees greater than 2" cal. 12 PLAN SMALL TREE GUYING DETAIL Detail for trees smaller than 2" cal. PRUNE AND TIE FRONDS WITH HEMP TWINE TWO LAYERS OF BURLAP TO PROTECTTRUNK TWO STEEL BANDS TO SECURE BATTONS FIVE 2"x4"x18' WOOD BATTONS PAINTED BROWN 3 - 2"x4" LUMBER POLE BRACE, NAIL (DRILL AND NAIL IF NECESSARY)TO BATTONS AND 2"x4" STAKES. FLAG AT MIDPOINT AND AT BASE 2' MULCH BERM SOIL TO HOLD WATER 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 i 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 2'x4" WOOD STAKES OR #5 REBAR 24" LONG 3" BELOW GRADE PLANTTABLEf (SEE SPECS FOR QUANTITY) PREPARE PLANTING SOIL AS SPECIFIED NOT TO SCALE 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 NOT TO SCALE Single family residential homes _ 35' Buffer 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. 50' Building Setback ,pica) Buffer S,pc1tiwi Scale FAI QUANTITY 309 280 162 10 10 26 334 18 268 893 16 22 83 13 12 2 43 1 144 99 25 2 17 1358 70 27 SYMBOL AA AJ AN CH CS EJ FP IS JP LEG LIM LIN LIT MG MG1 MG2 MG3 PD PSX QL QV1 QV2 QV3 RIA VC, WR BOTANICAL NAME Agapanthus africanus Trachelospermurn asiaticum minima Annuals Cuphea hyssopifolia Cupressus sempervirens Enobetrya japonica Ficus purrila Ilex x attenuata'Savannah' Juniperus chinenesis 'Parsons' Liriope muscari "Evergreen Giant" Lagerstroemia Ind ica 'Muskogee' Lagerstroemia indica 'Natchez' Lagerstroemia ind ica 'Tuscarora' Magnolia grandiflcira'Bracken's Brown Beauty' Magnolia grandiFlora 'Bracken's Brown Beauty' Magnolia grandif lora 'Bracken's Brown Beauty' Magnolia grandif lora 'Bracken's Brow n Beauty' Phoenix dactylifera medjool Philodendron selloum'Xanadu' Quercus laurifolia Quercus virginiana Quercus virginiana Quercus virginiana Rhaphiolepis indica alba Viburnum odora&-,sirrum Washingtonia robusta NtA SOD St. Augustine Review all plans thoroughly. Significant changes have been made throughout. QUANTITY SYMBOL BOTANICAL NAME 2236 AA Agapanthus africanus 1491 CH Cuphea hyssopifolia 115 CJ Cleyera japonica 631 PSX Philodendron selIOLlm'Xanadu' 1104 VO Viburnum Q IVA SOD St. Augustine NOTE: Prototypical quantities are based upon estimated unit configuration. Contractor to verify final quantities with owner. I I ( I NOTE: ALL SHRUBS AND GROUND COVER MASSES + + + TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR + T_ + -}- + INDIVIDUAL PLANT SPACING':('. CURB OR EDGE OF PAVEMENT TYPICAL PLANT SPACING NOT TO SCALE 2 story townhome unit 15' rear yard COMMON NAME Lily of the Nile Dwarf Asian Jasmine Selected by Owner False Mexican Heather 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 Brown Beauty Magnolia Date Palm Xanadu Philodendron Laurel Oak Live Oak Live Oak Live Oak Indian hawthorn Sweet Viburnum Washingtonia Palm St. Augustine Sod IIS COMMON NAME Lily of the Nle False Mexican Heather Geyera Xanadu Philodendron Sweet 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" D.C. min., 4" full pot, 10" D.C., all plants to have blooms min., 1 gal. 6" x 12", 24" o.c. rrin., 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' spd., 2" DBH min., 3 gal., full pot, 10" ht. X 18" spd., 30" D.C. min., 1 gal., full pot, 14" ht., 7-9ppp min., 18"o.c. min., 1 1/2" cal, S' ht., mufti -trunk, 4 trunks min. min., 1 1/2" cal, 8' ht., mufti -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, f ully 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 gal., 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 36" spd. min., 3 gal., 24" ht. x 24" spd., 36" o.c. min., 7 gal., 36" ht. X 24" spd., 36" D.C. solid sod 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. Scope: Planting: Supplying and planting of trees, shrubs and grass in accordance with sound nursery practice and maintaining and watering them until final completion and acceptance by the owner and any other work as called for on the plans. General Conditions: 1. The landscape contractor shall have his labor crews controlled and directed by a landscape foreman well versed in plant materials, planting, reading blueprints, coordination between job and nursery in orderJo execute installation rapidly and correctly. 2. The landscape contractor shall provide a competent superintendent on the work at all times, who shall be fully authorized as the contractor's agent on the work. The superintendent shall be capable of reading and thoroughly understanding the plans, specifications and other contract documents. 3. Landscape contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary guards for the protection of the public. He shall be held responsible for any damage or injury to person or property which may occur as a result of his fault or negligence in the prosecution of the work. 4. The contractor shall not start work on any changes or "extras" in the project until a written agreement setting forth the adjusted prices has been executed by the owner and contractor. Any work performed on changes prior to execution of a written agreement may or may not be compensated for by the owner at their discretion. Plans & Specifications: 1. Work shown on the plans and not mentioned in the specifications, or vice versa, shall be done as if shown on both and should any actual or apparent inconsistencies or errors be found, the contractor shall notify the landscape architect as soon as they are discovered and not proceed with any work where such uncertainty exists. 2.The landscape contractor shall exercise care in digging and other work so as not to damage existing work, including pipes and cables and hydrants of watering systems. Should such overhead or underground obstructions be encountered which interfere with planting, the owner shall be consulted and will adjust the location of plant materials to clear such obstructions. contractor shall be responsible for the immediate repair of any damage caused by his work. 3. Removal of debris and grading for the site as well as for drainage to within 1 inch of finished grade shall be provided by others. Finished grade shall be 2 1/2" below adjacent walks and curbs. 4. It shall be the responsibility of the landscape contractor to provide the final grading during the course of landscape installation. The site grading plan must be checked prior to installation of sod to insure that drainage will not be modified. 5. The landscape contractor shall at all times keep the premises free from accumulations of waste materials or rubbish caused by his employees or work. Installation: 1. The owner or his agent shall have the right at any stage of operations to reject any and all work and materials which; in his opinion, do not meet with the requirements of these documents. Such rejected material shall be immediately removed from the site and acceptable material substituted in it's place. 2. Should any objectionable materials such as old concrete, lime rock base, bricks etc. be encountered during the planting operations, they shall be removed from the site by the landscape contractor. 3. New plantings shall be set that the final level of ground around the plants shall conform to thel surrounding grades or as otherwise specified. 4. If torpedo grass or other pernicious weeds are introduced into the plant material or in the planting soil, this material will be rejected and immediately removed from the site. 5. The landscape contractor is entirely responsible for the work until final acceptance. 6. All plant material shall conform to the name!given in standardized plant names, 1942 edition prepared by the American Joint Committee in Horticulture Nomenclature. Names of varieties not included therein conform generally with names accepted in the nursery trade. 7. All plant material shall be nursery grown accept where specified as collected material, and shall comply with all required inspections, grading standards and plant regulations as set forth by the Florida Department of Agriculture's "Grades and Standards for nursery plants Parts I & It." 8.AI1 plant material shall have a habit of growth that is normal for that species and shall be sound, healthy, vigorous and free from disease, insects and damage. 9. Trees shall be heavily branched and palm trees shall be heavily leafed. Requirements for measurement, branching characteristics, and balling and burlapping methods generally follow the code of standards currently recommended by the American Association of Nurserymen Inc. 10. Except where another grade is specifically, called for in the plans, all plant material shall be no less than Florida not at the time of final inspection immediately prior to the acceptance by the owner. 11. Movement of nursery stock shall comply with all federal and state regulations therefore required inspection certificates shall accompany each shipment. 12. The contractor shall furnish and plant all the plants required to complete the work shown on the plans. Unit prices provided on the schedule will be used to adjust the contract in the event of changes during installation. 13. Substitutions of plant material or change in: size of plant material will be permitted only upon written authorization by the owner or his agent. 14. Clear trunk shall be specified after the minimum of fronds have been removed. Palms will not be accepted with burn marks or with old palm frond boots still clinging to the trunk, Buds shall be tied with burlap straps to be left in place until the tree is well established in it's planted location.s I & 11." 15. Any palm trees showing cable marks or equipment scar will be rejected. Canvas straps or slings must be used for the handling of palm trees. 16. Mulch shall be shredded pine or cypress bark mulch, and must be approved by the landscape architect. All planting areas not covered by grass shall be mulched to a minimum of 2 inches to present a finished appearance. 17. All sizes shown for plant material on the plan are to be considered as minimums. All plant material must meet or exceed these minimum requirements for specified shape or effect, as Doted on the plan. 18. No plant shall be accepted when the ball of earth surrounding it's roots has been cracked or broken. The diameter of the ball must be sufficient to encompass the fibrous and feeding root systems necessary for the maximum development of the plant. 19. Root pruning shall have been done a minimum of four weeks before planting at the job site. 20. Container grown plant material shall be carefully removed from the container, so as not to disturb the root system. 21. The balls of B & B plants which cannot be planted immediately shall be covered with moist soil or mulch to insure protection from drying winds and sun. All plants shall be watered as necessary, until planted. 22. Trees moved by crane or winch shall be thoroughly protect from chain marks, girdling or bark slippage by means of burlap wood battens or other method approved by the landscape architect. Battens shall not be attached to the trees by nails. 23. Tree locations must be staked and approved by the landscape architect prior to plant hole excavation. 24. Circular pits with vertical sides shall be excavated for all trees. 25. All plants shall be centered in pits and set to such a depth that the finished grade level at the plant after settlement will be the same as that which the plant was grown. No burlap shall be pulled out from under balls. All broken or frayed roots shall be cut off cleanly. Soil shall be placed and compacted thoroughly, avoiding injury and shall be settled by watering. The ground around all plants after planting shall be basin shaped to hold and retain water. No filling around trunks will be permitted. After ground settles, additional soil shall be filled into the level of finish grade. 26. In the event that groundcover material cannot be located as specified, the landscape contractor may upon written notice install material of available size. Spacing and plant quantity will be adjusted at no additional cost to the owner. 27. Groundcover material must be mulched as approved by the landscape architect. 28. Fertilization: the rate of application for dry fertilizer shall be 16 pounds of nitrogen per 1000 square foot. 29. Fertilizer shall be spread uniformly over areas to be covered by use of an approved distribution device calibrated to distribute the specified quantities. 30. Groundcover and sod shall be fertilized with 6-6-6 at a rate of 600 Ibs. per acre. 31. Shrubs shall be fertilized with 6-6-6 at a rate of 10 lbs. per 1,000 s.f. 32. Trees shall be fertilized with 6-6-6 at a rate of 1 l perfoot of height. 33. Canadian peat moss shall be loosened and moist prior to using. All azaleas shall be back filled with 50 % peat moss and 50 % site soil. 34. Staking and guying of plant material shall be as shown on the plans. 35. The tops of trees shall be pruned in a manner consistent with standard horticultural practices. All cut surfaces of one inch or more shall be treated with commercial sealant. Grassing 1. It shall be the responsibility of the landscape contractor to finish grade all landscape areas, eliminating all bumps, depressions, sticks, stones and other debris. 2. Sod shall be as shown on the plans. Sod shall be of firm tough texture having a compact growth of grass with good root development. It shall contain no weeds or other grasses. Sod shall be free from fungus, vermin and other diseases. 3. Before being cut and lifted, the sod shall have been mowed at least three times with a lawn mower the final cut not more than seven days before sod is cut. The sod shall be carefully cut into uniform dimensions. 4. Solid sod shall be laid closely abutting joints with a tamped even surfaces. 5. It shall be the responsibility of the contractor to bring the sod edge in a neat clean manner to the edge of all paving and shrub areas. Maintenance 1. Maintenance shall commence after each plant has been planted and shall continue until final acceptance of all work. Plantings shall be maintained by watering, removing of dead branches, resetting plants to proper grades, or upright position, and any other operations necessary to complete the maintenance. 2. Replacement of plants necessary during the maintenance period shall be the responsibility of the Contractor, including for possible replacements of plants resulting from removal, vandalism or acts of neglect on the part of others, or Acts of Providence, until final acceptance. 3. In the event that weeds or other undesirable vegetation becomes prevalent, it shall be the Landscape Contractor's responsibility to remove them. 4. Trees or other plant material, which fall or are blown over during the maintenance period, will be reset by the Contractor at no additional expense to the Owner. The only exception being hurricane force winds. Completion and Acceptance 1. Completion of work shall mean the full and exact compliance and conformity with the provisions expressed or implied in the Drawings and Specifications, including the complete removal of all trash and debris created by the Landscape Contractor. 2. Any paved areas, which have unavoidably been strewn with soil or other waste, shall be thoroughly swept. 3. All plant material shall be alive and in good growing condition for each specified kind of plant at the time of acceptance. The rating of each plant according to Florida Grades and Standards shall be equal to or better than that called for on the Plans and in these Specifications at the time of acceptance by the Owner. Guarantee and Replacement 1. Trees shall be guaranteed for one (1) year. Shrubs shall be guaranteed for one (1) year. Sod shall be guaranteed for six (6) months. The guaranteeing of plant material shall be construed to mean complete replacement with plant material of the same species, size, quality, and grade, as that of the original material. If material is not in a healthy growing condition or is questionable as to its survival ability a the end of the guarantee period, then it shall be the Landscape Contractor's responsibility to immediately replace any dead material. The guarantee will be null and void if plant material is damaged by lighting or hurricane force winds and has not received adequate watering and prescribed maintenance Thomas Daly Registered Landscape Architect Reg. # 1235 APR 204 Date: 0 is � 0 Z-0 a w o� co © O O � M U CU� 0 CU LZ o ®0 CL = CCf L Vf U 'Q 3: A- CL xv a U rn -�5 Z > � co Z c Z Zco rn CO U) M C0 m 0 0 r Lo 0 0 co N C:) r 0) m 15 a W CD Z c c O E E °~- U U cn � o CIL Q D 0 o W O N Q (�T r) 0 0 N r W cc to 0 cu V CU t� a-C: CIS Q"~ O 06 Ag 0 � >0 ID O ® CO C? CU c J PROJECT NO. 2226 SCALE As Noted DATE Oct 2003 SHEET L-6 L .... . ... . - - - - - - - ------------ - - FOR, 'RK 0 G H D,; D F T_/ H H 400 MATO HLINE B D % H t H H H ""N 1 1/H H H H H 3/4'f s,15 W, . . .... A11� . ..... 71 . .... . U D U 7 D H -J D 4 H " 13/✓ 3/ -T-f I H .. ...... .. D A'+ . 3/4" A ..... ... fD I .. ..... __ ' 8 , 11 -H 8 N"J 13/4" D D . .... . ............... H U ...... . . . ..... , ......... ....... f _,U D 'PR H4 JONt .6 D 15 D J- - ------ ID' �,p _0' 1 1 /4' 10 D £3 IG G 00/11 1 75� OPY D G G 1 1 21 -LON,r- D D, D ......... . ; �2 0 14 - - - - - - - - - - . ..... . .. V&V4 SzE Oil i,,, r? H "s '2 69 jr I - , 1 2 71 oN U 9 SONE 3/4' L H 2 1/2" T NE* 2" �Ne H 1 1/tI, 13 UNITS DI 15 4 1\1 WE G 2 4" 3/4" -10Nt- 73 4'01 101 U SNITS, -- 1-- H i .... I I 70-85 U H 2 73ZoNf /4 H LOCATE CONT S 4111 r, % 8 L 7 il 4j 3 0 CONTROLLERS 'ADJACENT TQ L H I 1 / . ....... 72 2" 59 1 VALVE SUEJ MIPMENT. C F A/M H H D A&A , 9 D F VU 11 D D CIO y 11" R %, A H N fop - - - -------- /4" 2� D D I B D 3/4 3( 1 9 „w ZH H 3( D D 0V G 2 G F F 1. f I'll 3 4 3/4' (N U N F! 2 1/2" F P W A, 4" SLEEVE N." % . ...... x U "E -J 2" VALVE WIRE G H' 3/4" 09/01 Dwwwww. Z)LLr- VL E lu 3/4 /"TON 'CID 'N" 14) D 2 1� F 4" SLEEV 4" SLEEVE & H H 3y� 4" 10 UNITS 2" VALVE WIRE 3" SLEEVE D VALVE SUE SLEEVE H H H % 2" 72 __ ........ -95 H 3/ b /4'� F ra, H 1;1 I I "j 1 8 1 2" W r W A H (rjf 1 82 H H G D G H H H �1� 11%, 1 H F E H - - - --------- j, ZN. t D 40 D ....... . . . j H A . . .. ... . H H D F! H G . . .... wwwwww K W T V/ '4" < K... . . ...... V ty 4- 3/4" tj 1/4" G OF F SLLEVI", ! 2" H D • F D 41. N H y, ____ -mxxr/aux I I I .11 'H H H F G awn H ER METER M W MAST I FOR IRRIGATION X H 2" SLEEVE M H Y / , H 4" SLEEVE & / ' % D ,„„„'s ,,,w,,,ww, SYSTEM 2 112 H 2" VALVE WIRE B lAll F I/e,% SLEEVE G F 1, T .... . .............. + 3 j 77 E H w H,", D M % W x H E b A D I D % %j 0 C�r D ' A � t 3 4" G Ir-1111-1 1—— 1, , "I'S % _1B I �1.1 r' „wwwwas s2 72 Teqz� D A", H 3j D DI H D 'M 7711 .......... & 4" D H I n- ',1!T-""* 2 1 2" A 3 4 D ONE, JL . . .... .. % C G D 3 VM A XXJ90. H /4" J dh — U&-- - I I , V 2" `6 D E D 19 J zzl_ U G f 3 D A E) D D 3 4" G WET, 69 E D 2 Dr Xr 1 1/4 F UU D ............. . . .... U M G E NOTE: If a backflow < preventer is required, it will 3/4 G ri be screened by shurbs. �t V H F H M Ocoee Crown P1 H 1.11 .... . ........ P WN M oint P# I 120 C Milo IKW ellb h av t -Of -W ... .... . j 1( MiJ av . ...... . . ....... . - IV- f� t A/M M", f f off.. ......... . ... - — - - __ . ... . . . . ................ . ..... ............. . ........... . .. ... . ..... /4" B U D / „/rw D / . . . ...... GO A NOTE: See .§heets H-1 & H-2 fort1 layout and D F a,construe n information M pertaini g to the screen D D) wall. D AReview I plans thoroughly. Significant chang s have been made throughout. B D R- M�L155A A, JOYN�5 Q) Irri#ioti Pe5iqn Co 8411 Poca55et Place, Orlando, Florida 32821 (401) 816-1014 Ia# 0001404 Not included ihis contract. Se6,1plans for Thomas Daly Subdivision. Westyn Registered Landscape tNORTH 04 APF 0 ? Architect Reg. # 1235 col of 30' 60, E 0 Q) 65 O _q ami co CD CIO (3) co il- co LL 0 Z5 � .CZ CZ CZ C (—9 Cz D > 7C) >1 'm CL (y) 39 0-) U) (n co 2 C� L6 C\i (n C: (1) %D E _0 E 0) z 0 0 0 ," E C-) d Ir 0 (D U) LU (D Cr Ir LU O (0 cl� C) CD CULU Cl) 13- C C C >% CU1M"llllll` Ucl) -V Q_ C 2 0 0 :30 _b s.C/) CCU C: 0 1_7 PROJECT NO. 2226 SCALE 1 11=30' DATE Oct 2003 SHEET z � lu Q/A MATCHLINE B A H 2 1 37 N 3/4" .. .... .... 11"'." 3/ W G W F JH W y H E I H , gk H D71 H 3) H F, H YF . .......... I. D Q 2-4 1 2, 26 tj D «,.«...«.,.,,w«...,.,«£« . I . .................... . . . ........ . - ..... . ...... D A� D" n D 1 ,3/4" 1 D 2-e 1 28 A L) 113 oil 1 j/ 1 7-W 3f4 D Nie A H F 4'EJ D 1 D D D I ««,/4 4 D D 1 1/4" 1�61 3/4 ly_ A, Is 1-0 VALVE SWE CT 211 I ..... . ........... . D D % H 2 1 11 1 H - - _--_ ...... . K jI . . . ........ 3,9!L_ D 9 1/4" F,. WWII H 9 2 1/2" 8 D 16 UNITS 40 D ONc- A 12 0 123-13 N 14 7/ 1 JWVE 2 xx. . .......... .. . ........... . . ......... G I . ........... . ..... I-` y 7- "D 2'/1 2 2 Y',, 68 xv_7" Im A "4A,/�_ ,/U,aE/,_o N "N NITS 109-1 N", , " 2 xx N, % LON 1 A _T % Ve-4 N 70 • 1 .1 %\ A,ro �Ix 9 pff estyn \A ,ftlon V,% Ba�,) a6ul Mrd VMVE SIZE ,x& ncl in t 0 ct. 0 29f % F0 _1�1 See r e Bray V//kzi N, % Subdivis A " g N V; A-2/ W 0 32, ti ", -N PEI . . ...... ,w. wi % .... ....... %h ru ,0'oy......... ..... . .... A ....... ..... .V!/{ % 14 01 `v % ? 4u ........... . H ............ 4" SLEEVE & H H H 2" VALVE WIRE SLEEVE H 4, H --l+�ru' H H H H H H H H ID RAINBIRD 1806 -PRS SERIES 6" POP-UP SPRAY 3.7 HEAD WITH MPR NOZZLE ■ RAINBIRD 1812 -PRS SERIES 12" POP-UP SPRAY 1 1 11 HEAD WITH MPR NOZZLE G r . . ........... , H H H H . ...... H HH H WITH MPR NOZZLE H tiv YF . .......... I. D Q 2-4 1 2, 26 tj D «,.«...«.,.,,w«...,.,«£« . I . .................... . . . ........ . - ..... . ...... D A� D" n D 1 ,3/4" 1 D 2-e 1 28 A L) 113 oil 1 j/ 1 7-W 3f4 D Nie A H F 4'EJ D 1 D D D I ««,/4 4 D D 1 1/4" 1�61 3/4 ly_ A, Is 1-0 VALVE SWE CT 211 I ..... . ........... . D D % H 2 1 11 1 H - - _--_ ...... . K jI . . . ........ 3,9!L_ D 9 1/4" F,. WWII H 9 2 1/2" 8 D 16 UNITS 40 D ONc- A 12 0 123-13 N 14 7/ 1 JWVE 2 xx. . .......... .. . ........... . . ......... G I . ........... . ..... I-` y 7- "D 2'/1 2 2 Y',, 68 xv_7" Im A "4A,/�_ ,/U,aE/,_o N "N NITS 109-1 N", , " 2 xx N, % LON 1 A _T % Ve-4 N 70 • 1 .1 %\ A,ro �Ix 9 pff estyn \A ,ftlon V,% Ba�,) a6ul Mrd VMVE SIZE ,x& ncl in t 0 ct. 0 29f % F0 _1�1 See r e Bray V//kzi N, % Subdivis A " g N V; A-2/ W 0 32, ti ", -N PEI . . ...... ,w. wi % .... ....... %h ru ,0'oy......... ..... . .... A ....... ..... .V!/{ % 14 01 `v % ? 4u ........... . H ............ 4" SLEEVE & H H H 2" VALVE WIRE SLEEVE H 4, H --l+�ru' H H H H H H H H ID 11 f%/4" D 113 116 1-15 D _,", . ............ 13/4" .. ........ 1 3 D to to I to . ....... F -A- ID D M D D 2l' FF 3/4"D F F A D 2 D C 57; 2 1/2" V to 3, 4T (%� �, . 110� - , M 4- 3/4" 1 Nom' rA-' ........ M F NN D . ........... D < .;�/ ......... Lis M z M 94 i. Not included in this contract. See plans forte' e G�ONN n °' '� Westyn Bay Subsion. )c 'oe L divi........................... .......... 11 . . . . . ......... - LEGEND RAINBIRD 1806 -PRS SERIES 6" POP-UP SPRAY 3.7 HEAD WITH MPR NOZZLE ■ RAINBIRD 1812 -PRS SERIES 12" POP-UP SPRAY D HEAD WITH MPR NOZZLE A RAINBIRD PA -8S -PRS SHRUB ADAPTER ON RISER THREE QTR. WITH MPR NOZZLE 1800-15TT HUNTER PGM -04 -A -R PART CIRCLE LAWN ROTOR 15' 2.0 NOZZLE (2.0 GPM) THIRD '120 1800-15H 3.0 NOZZLE (3.0 GPM) 15' HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD 122 121 1800-15T 119 15' 5.5 GPM THIRD RAINBIRD PESB SERIES ELECTRIC VALVE. 1800-15Q . 1 15' AN AMETEK VP -12A VALVE BOX. D 11 f%/4" D 113 116 1-15 D _,", . ............ 13/4" .. ........ 1 3 D to to I to . ....... F -A- ID D M D D 2l' FF 3/4"D F F A D 2 D C 57; 2 1/2" V to 3, 4T (%� �, . 110� - , M 4- 3/4" 1 Nom' rA-' ........ M F NN D . ........... D < .;�/ ......... Lis M z M 94 i. Not included in this contract. See plans forte' e G�ONN n °' '� Westyn Bay Subsion. )c 'oe L divi........................... .......... 11 . . . . . ......... - LEGEND NOZZLE CHART LETTER MODEL GPM AT RADIUS PATTERN 30 PSI A RAINBIRD 1806 -PRS SERIES 6" POP-UP SPRAY 3.7 HEAD WITH MPR NOZZLE ■ RAINBIRD 1812 -PRS SERIES 12" POP-UP SPRAY B HEAD WITH MPR NOZZLE A RAINBIRD PA -8S -PRS SHRUB ADAPTER ON RISER THREE QTR. WITH MPR NOZZLE 1800-15TT HUNTER PGM -04 -A -R PART CIRCLE LAWN ROTOR 15' 2.0 NOZZLE (2.0 GPM) THIRD HUNTER PGM -04-R FULL CIRCLE LAWN ROTOR 1800-15H 3.0 NOZZLE (3.0 GPM) 15' HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD 2.7 GPM 1800-15T HUNTER PGP -360-9 FULL CIRCLE ROTOR HEAD 15' 5.5 GPM THIRD RAINBIRD PESB SERIES ELECTRIC VALVE. 1800-15Q SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN 15' AN AMETEK VP -12A VALVE BOX. - - - - - - CLASS 200 PVC MAINLINE - 2 1/2$1 .61 CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN END STRIP UNTIL A SMALLER SIZE IS SHOWN. (3/4" MIN.) 1800-15SST SCHEDULE 40 PVC SLEEVE. SIZE 2 TIMES THAT 4' X 30' OF PIPE SIZE SHOWN. O CONTROLLERS- RAINBIRD ESP-40MC, 40 STATIONS. AND RAINBIRD ESP-24MC, 24 STATIONS. 1800-12F PEDESTAL MOUNTED. PROVIDE A TRC COMMANDER 12' SYSTEM WITH PERMANENT CONNECTIONS SUPPLIED FULL TO EACH CONTROLLER, (REMOTE CONTROL 1800-12TQ TECHNOLOGY 800-275-8558) INSTALL A MINI- CLIK 11 12' RAIN SENSOR AT CONTROLLER LOCATION. THREE QTR. GROUND WITH A 8' MINIMUM COPPER CLAD ROD. 1800-12TT SLEEVE TO AS REQUIRED. SEE PLAN FOR LOCATION. 12' POINT OF CONNECTION TO EXISTING REUSE MAIN. 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 1800-1 OF 1.57 10 LOW FULL S 1800-1 OH .79 10' LOW HALF T 1800-1 OT .52 10' LOW THIRD U 1800-10Q .39 10' LOW QUARTER V 1800-8F 1.6 87 FLAT FULL W 1800-8H .79 8' FLAT HALF X 1800-8T .52 87 FLAT THIRD Y 1800-8Q 39 81 FLAT QUARTER Z 1800-5H-8 1.0 51 HALF BUBBLER A3 NOTE: See sheets H-1 Review all plans thoroughly. Significant Achanges have been made throughout. & H-2 for all layout and construction information WH55A A, JOYN�5 pertaining to the screen Irrigation resign Conitarlt 8411 Poca55et Place, Orlando, Florida 32821 wall. (401) 816-1014 la# 0001404 Thomas Daly Registered Landscape NORTH AP 0 2%4 Architect Reg. # 1235 30' of 30' 601 Date: E 0 C 0 W co _q O r 4) CY) C) Z ilz C) cri M z 00 CCY\), Z) Ca Q) -0 0 LL D Z� 0 UCL C: C: CD co- > < rn U) ((D >N _CUIL _'Z C0 Tj C_)) U) U) co O L6 C� N -0 CD a) E E z C 0 0 C: W E U) LU (D (D LL (D LL C? LU O N C5 C) Cl) ICU CUM Cn CL C 03 q C: >1 CU 0 -1 - as CC 0 .0 703: 0 1�- _QLj_ 0 CU = 0 ME5 2M cl) >% Cn 0 CU C LL 0 r PROJECT NO. 2226") SCALE 1 11=30' DATE Oct 2003 SHEET 1-2 UNITS 38-j & 137-145 VALVE sc L PVC A USE 1/2" ON f { r � 0 3/4" MIN. ON ROT 18" LEN( F PVC TEE SXS: .. f i i F s� ff s ;f A/ ,f r ,z/ UNITS 38-j & 137-145 VALVE sc L s , 1{ f f < y,,. f7 -z ,� S c s Westyn Bay Subdivision ' 1/4" IRRIGATION SYSTEM PERFORMANCE MOTES 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 57, AND WILL AFFECT PERFORMANCE OF SYSTEM. MINIMUM PRESSURE REQUIREMENTS -60 PSI AT POINT OF CONNECTION 50 PSI AT BASE OF PGP ROTOR HEADS 40 PSI AT BASE OF PGM ROTOR HEADS 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 IRRIGATION SYSTEM. FAILURE TO REPORT SHALL PLACE LIABITLITY ON THE LANDSCAPE CONTRACTOR. WALL OR STRUCTURE 12" 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 STEEL ANGLE --- FINISH GRADE PVC TEE OR ELBOW SHRUB RISER DETAIL NOT TO SCALE SIDEWALK, CURB _1 ETC. FINISH GRADE f PVC A USE 1/2" ON s , 1{ f f < y,,. f7 -z ,� S c s Westyn Bay Subdivision ' 1/4" IRRIGATION SYSTEM PERFORMANCE MOTES 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 57, AND WILL AFFECT PERFORMANCE OF SYSTEM. MINIMUM PRESSURE REQUIREMENTS -60 PSI AT POINT OF CONNECTION 50 PSI AT BASE OF PGP ROTOR HEADS 40 PSI AT BASE OF PGM ROTOR HEADS 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 IRRIGATION SYSTEM. FAILURE TO REPORT SHALL PLACE LIABITLITY ON THE LANDSCAPE CONTRACTOR. WALL OR STRUCTURE 12" 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 STEEL ANGLE --- FINISH GRADE PVC TEE OR ELBOW SHRUB RISER DETAIL NOT TO SCALE SIDEWALK, CURB _1 ETC. FINISH GRADE f PVC FLEX PIP USE 1/2" ON _o SPRAY HEADS r � 0 3/4" MIN. ON ROT 18" LEN( F PVC TEE SXS: .. OR ELBOW 0 LATERAL LINE SPRINKLER NOZZLE c» CFF l J4 ART s X3/4" ,.,_,_T, HEAD DETAIL NOT TO SCALE A3 NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen Wall. SEMBLY EET ELL NOTE: ALL WIRING TO BE INSTALLED 121" —�-) AS PER LOCAL CODE. CONTROLLER BOX a T 0 46" 16"x8"x11" CONCRETE BASE CONTROL WIRE COMMON WIRE FINISH GRADE ANCHOR BOLTS (4) wr \ 3" SWEEP ELL 111- 120 VOLT WIRE IN 11" CONDUIT I j -�— 16" — UF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVE) CONTROLLER NOT TO SCALE ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. VALVE BOX -\ /- FINISH GRADE 6" MIN. CONNECTORS EXPANSION SURGE LOOPS 45 VALVE 45 TO LATERAL LINE 6" GRAVEL TEE BASE MAINLINE n PLACE CONTROL WIRES UNDER MAIN ELECTRIC VALVE NOT TO SCALE Q1 Review all plans thoroughly. Significant changes have been made throughout. MN55A A, JOU5 lrriga�ion be5ign Consultant NORTH � 3 7 20Q4 8411 poca55Aplace, Orlando, Maida 32827 (407) 816.7074 30' 0' 30' 60' (a# 0001404 Thomas Daly Registered Landscape Architect Reg. # 1235 E 0 0 C6 o ro U� o m r; O O ti CD rm coM U 00MM o o L.L � L 0� L c Q� Q> U) as> 7C3 Cl) .�; C Czc cri ` 7C3.2- rn Cl) m m LO 0 CV T ;✓ -0 E � E(0 z 0 C-) E it U) Q w (D U Q 4) a'> rr 0 0 LU ON Q (] (7 � r � CU _(1c5ca CL C cc Co ®� o .Ua) ai .O `� v �C o L Cl)CTj C: U LL 0 PROJECT NO. ") 2226 SCALE 1 "=30' DATE Oct 2003 SHEET I-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 LOCATION 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 AUTOMATIC 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. Q NOTE: See sheets H-1 & H-2 for all layout and construction information pertaining to the screen wall. MFL155A A, JOYHF5 Irrigahon ne5ign Consultant 84111?005set Place, Orlando, Florida 32829 ( 409) 816.1074 la# 0001404 WU55A A. JOYH�5 Irri4ion Pe5iqn Conitai 8411 Pocasset place, Orlando, Florida 32821 ( 409) 816-9094 la# 0001404 NORTH ISI ' oo4 .0 Thomas Daly 1 Registered Landscape Architect Reg. # 1235 E O U O CS U�t aci E Q o m 00 o� ti RY 00 d7 U N z c� o 70 C)— o i L ®o03 U S— CD U C Q U Q J j 7 C c c _>N 'Co I Q' Z 7C) a� T J d7 U) m m CD E Ez U O v Ir a� v Q w m W a� m o w © Q C) c') Cu m C cure C0 CLC 0 EL 'Fn Q 0 v 3: CU o .� Cl) U ® C Ll.. F— PROJ CT NO. 2226 SCALE 1 "=30' DATE Od 2003 SHEET 1-4 I I I 114 1 115 II 113 I I 1 -1 -I r] 146 147 148 149 150 ' 151 1 152 1153 I \ 123 estyn B;.y Subdivision I 1191 116 117 I 118 I , 122 I I 1201 121 ' iall - 108 \ � 111 109 \ 110 101 / 1� 107 �� ll 102/ / 1 ' Sidewalk to joiia�Westyn Bay Subdivision tothe / Towns of Westyn Bad 105 103 \ \ 104 Pe%(estria�i Gate �p m tch prNect ntry g e 6' Masonry w to tie into rear of Westyn Bay Boulevard buffer wall, 2,360'+f. Wall to wrap site ��\W�®�- F-�•�>>.4 -�� - to Ocoee k� popka Road. a Detail Existing Buffer Wall 42 011 41 40 Oe \ 39 38 / 00, 154 155 r159 172 160 161 162 163 164 165 166 167 168 169 170 171 [156158 122 1 121 1 120 1 119 1 118 1117 1 1 116 1115 1114 1 113 1 112 1111 1110 1 109 6' Masonry wall, 2,360'+f. Wall to wrap site to Westyn Bay Boulevard. See Detail F H-2 81182183184185 100 ss E & Typical Road Buffer Wall Wall & 98 97 ss \ Landscape 40�_ O,, 0-co-ee_ Crown-Poj it RarkWay Easement / Tie into existkriQ_ g sigRoal �1 20 1-1ht-of-Way — — ---� ` E '� ` Gu, -o" Exi ting'Sign'Wall. See wion set for— tv,t:z a j u6div 6' Masonry wall to tie into rear of Ocoee -Apopka Road Buffer Wall 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-aITE SHINING ON THE BUFFER WALL, LANDSCAKNG OR SIGNAGE, MUST BE SHIELDED 4fD SCREENED WITH SHRUBS TO ELIMINATE GLARE.''`.,,; o� 6' Typical Rt 3� - Existing Signage Buffer Wall aReview all plans thoroughly. Significant changes have been made throughout. Thomas Daly Registered Landscape ' Architect NORTH Reg. # 1235 60' 0' 60' 120' Date: 0 q �C C -� U� Q� o� C) cts M Ucc y\)' Cz 2 U CZ ° U C Q� C)) a a .� J > .� c °- z 7C) aco r J � m, m m m o� 00 C0 C\j O r C Eca 7t8 U 0 0 E E ID v ci U) Q o � U U ID Q 0- (D(D 0 0 0 LU 0 o N Q v co r 0 0 0 cy N r l Cts C rn Cl) �� to �� ELCL. Q Cn ;Do p cc VJ _CUC PROJECT NO. 2226 SCALE 1 "=60' DATE Oct 2003 SHEET HEE IIS`, Gate dimensions to be field verified Station 2=X.x to be location of baseline for gated entry. Baseline to be perpendicular to roadway centerline. IN Type B Column Ocoee NOTE: All dimensions shown on the layout plan are Cr01/j/n Po. to the center of the wall/column unless otherwise �2®� ®int Par)/, n tteTWa1lJa` pout and dimensioning to match unless Right_ Way n�Vay oiha wise noted `Agvalls to be parallel or — _ - __ �f� perpend cularAo right -of way; -unless otherwise noted. Review all plans thoroug I .Significant Walls to be at least 15 -off of roe lines, unless A–uh-a have been made throw hout. -� �p ._ g _ otherwise noted. � (�A Pro'ect Entrance Plan H-2 Scale: 1" = 30' NORTH I--- 13'-0" 6MASONRY WALL TO ENCLOSE DUMPSTER. SEE TYPICAL MASONRY WALL ELEVATION. DOUBLE -SWING SOLID METAL GATES FOR DUMPSTER ACCESS, BY OWNER. Typical Walled Dumpster Plan - Fi-2 %scale: Not To Scale U TYPICAL ROAD BUFFER WALL ELEVATION 16" MOUNTABLE CURB, SEE CIVIL PLANS 12" WIDE CONCRETE BANDS, BOTH ENDS OF PAVER FIELDS, SAW CUTS 24" O.C., SPONGE FLOAT FINISH. 24" x 24" Type B Column to match existing columns along Westyn Bay Boulevard Wall and columns to match existing %Alnnfi,^ Qn. MEDALLION BORDER (APIAN STONE RECTANGULAR UNIT, 6 516" X 9 %611 , COLOR: CHARCOAL), SINGLE COURSE, END ON END, CUT AS REQUIRED TO MAKE SQUARE FORM MEDALLION INSET (APIAN STONE SQUARE UNIT 6 16" X 6 16 ", COLOR: MAUVE), 4 PAVERS, PATTERN AS SHOWN APIAN STONE ROADWAY (RECTANGULAR UNIT 6 516" X 9 �/l6", COLOR: CHESTNUT BROWN) RUNNING BOND PATTERN FULL DIAMOND PATTERN (SQUARE UNIT 6 516" X 6 1611 , COLOR: CHARCOAL) HALF DIAMOND PATTERN (SQUARE UNIT 6 9'16" X 6 1611 , CUT IN HALF, COLOR: NATURAL GRAY) BAND BORDER (RECTANGULAR UNIT 6 516" X 9 7�6% COLOR: CHARCOAL), SINGLE COURSE, END ON END, BOTH SIDES OF DIAMOND PATTERN. 24" TYPE F CURB. SEE CIVIL DRAWINGS. APIAN STONE TRAFFIC LANE DIVIDER (RECTANGULAR UNIT 6 %6" X 9 7�6% COLOR: CHARCOAL) SINGLE COURSE, END ON END B Tvpical Pavement Pattern Detail H-2 scale: 1/411 = 1'-0" 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 Height to be measured from the finished grade on which ever side of the wall is higher, front or back. E Tvoical Road Buffer Wall Elevation H-2 % scale: Not To Scale AUTOMATIC ALUMINUM GATE AND OR CROSS ARMS AT VEHICULAR EXIT (ACTIVATED BY VEHICLE SENSOR) IF- 16-0" o.c. ROADWAY 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 O -ON item CD (0 CV It COLUMN W/ PRECAST )NCRETE CAP (TO MATCH ]STING 2' COLUMN CAPS) )LUMN-STUCCO FINISH EDITERRANEAN VOCKDOWN"), COLOR TO kTCH EXISTING COLUMNS 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 o '- 2'-0" o = oz1 DECORATIVE EIFS WALL PLAQUE BYTREADWAI INDUSTRIES TO MATCH EXISTING SIGNAGE. SAMPLE TO BE SUBMITTED PRIOR TO INSTALLATION. FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL (SIGN TEXT BY OTHERS) 3' TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) a 0 N _ CD co ON 00 CO CD "' 121-611, TYP. T ao r 3-011 3" EIFS SIGN MOLDING STUCCO WALL WITH WITH COLOR AND FINI^H U TYPICAL ROAD BUFFER WALL MEDITERRANEAN —1" REVEAL W/ INSET OF PRECAST NOTE: TO MATCH EXISTING "KNOCKDOWN" FINISH. CONC. WALL TILES (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 Project 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 AArticle 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 ii HI_`H EVER OR CONCRETE BLOCK & STUCCO. SIDE OF THE WALL IS HIGHER, COLOR TO MATCH WESTYN BAY FRONT OR BACK. SUBDIVISION FINISH •GRADE F Typical Masonr Wall Elevation H-2 scale: Not To Scale — FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL & TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) __\ I DECORATIVE FINIAL - PRECAST OR FORMED TO 3" EIFS SIGN MOLDING STUCCO WALL WITH WITH COLOR AND FINISH MEDITERRANEAN C) "KNOCKDOWN" FINISH. CAP (SEE DETAIL) COLOR TO MATCH C/) EXISTING WESTYN BAY F-: w 11' SUBDIVISION I Gated Entry Elevation w611 ZANGER (407.894.2030) OR w TYP. Finish Grade w 2-0" 1 " REVEAL W/ INSET OF 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 Height to be measured from the finished grade on which ever side of the wall is higher, front or back. E Tvoical Road Buffer Wall Elevation H-2 % scale: Not To Scale AUTOMATIC ALUMINUM GATE AND OR CROSS ARMS AT VEHICULAR EXIT (ACTIVATED BY VEHICLE SENSOR) IF- 16-0" o.c. ROADWAY 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 O -ON item CD (0 CV It COLUMN W/ PRECAST )NCRETE CAP (TO MATCH ]STING 2' COLUMN CAPS) )LUMN-STUCCO FINISH EDITERRANEAN VOCKDOWN"), COLOR TO kTCH EXISTING COLUMNS 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 o '- 2'-0" o = oz1 DECORATIVE EIFS WALL PLAQUE BYTREADWAI INDUSTRIES TO MATCH EXISTING SIGNAGE. SAMPLE TO BE SUBMITTED PRIOR TO INSTALLATION. FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL (SIGN TEXT BY OTHERS) 3' TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) a 0 N _ CD co ON 00 CO CD "' 121-611, TYP. T ao r 3-011 3" EIFS SIGN MOLDING STUCCO WALL WITH WITH COLOR AND FINI^H U TYPICAL ROAD BUFFER WALL MEDITERRANEAN —1" REVEAL W/ INSET OF PRECAST NOTE: TO MATCH EXISTING "KNOCKDOWN" FINISH. CONC. WALL TILES (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 Project 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 AArticle 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 ii HI_`H EVER OR CONCRETE BLOCK & STUCCO. SIDE OF THE WALL IS HIGHER, COLOR TO MATCH WESTYN BAY FRONT OR BACK. SUBDIVISION FINISH •GRADE F Typical Masonr Wall Elevation H-2 scale: Not To Scale — FIELD OF PRECAST CONC. WALL TILE (3/4"X12"X12"), BAKING SODA FINISH, COLOR FRENCHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL & TYPE A COLUMN WITH PRECAST CONC. CAP AND FINIAL TO MATCH EXISTING (TYP) __\ I H-2 )scale: Not To Scale 1" REVEAL W/ INSET OF PRECAST CONC. WALL TILES (3/4"X1 2--X12"), ROADSIDE OF COLUMNS ONLY. BAKING SODA FINISH, COLOR FRECHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL ALUMINUM GATE (PEDESTRIAN AND VEHICULAR, BLACK POWDER COAT FINISH (ISELF-CLOSING/SELF-LATCHING). CONTRACTOR TO SUBMIT SHOP DRAWINGS OF GATE AND HARDWARE FOR APPROVAL PRIOR TO FABRICATION I` ---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. DECORATIVE FINIAL - PRECAST OR FORMED TO 3" EIFS SIGN MOLDING STUCCO WALL WITH WITH COLOR AND FINISH MEDITERRANEAN TO MATCH WALUCOLUMN "KNOCKDOWN" FINISH. CAP (SEE DETAIL) COLOR TO MATCH C/) EXISTING WESTYN BAY F-: w 11' SUBDIVISION I Gated Entry Elevation H-2 )scale: Not To Scale 1" REVEAL W/ INSET OF PRECAST CONC. WALL TILES (3/4"X1 2--X12"), ROADSIDE OF COLUMNS ONLY. BAKING SODA FINISH, COLOR FRECHSTONE, BY D.C. KERCKHOFF, CO. (941.597.7218) OR EQUAL ALUMINUM GATE (PEDESTRIAN AND VEHICULAR, BLACK POWDER COAT FINISH (ISELF-CLOSING/SELF-LATCHING). CONTRACTOR TO SUBMIT SHOP DRAWINGS OF GATE AND HARDWARE FOR APPROVAL PRIOR TO FABRICATION I` ---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. --- 3_011 --� 4G 3' T e A Column H-2 scale: Not To Scale NOTE: Total area of all signage combined shall meet 1 Article VIII, Section 8.6.M of the City of Ocoee LDC. DECORATIVE FINIAL - PRECAST OR FORMED TO z z MATCH HADDONSTONE w0 #E730 OR EQUAL EIFS COLUMN CAP, TO �— MATCH EXISTING C/) 4"x 4" TILE INSET (CERAMIC F-: w 11' ALHAMBRA SPANISH w COTTO/4"X4" BY WALKER w611 ZANGER (407.894.2030) OR w TYP. EQUAL w 2-0" 1 " REVEAL W/ INSET OF w PRECAST CONCRETE WALL Q TILES (%"X12"X12"). BAKING ? SODA FINISH, COLOR TO T' MATCH EXISTING, BY DC KERKHOFF, PH. 41 597 7218 OR EQUAL --- 3_011 --� 4G 3' T e A Column H-2 scale: Not To Scale NOTE: Total area of all signage combined shall meet 1 Article VIII, Section 8.6.M of the City of Ocoee LDC. 2'-0" I --- H 2'Type 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. Al 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. 10 0 U 0 o � U� Q co 0 4© C) z 00 co CN,) .� a) O w (13 a� U c Q > 0a (�} > U � c m li z rn m M m CO o c�5 s o O— Ez 0 o E E U U U) QLu rr Q '0- 0 W O O N Q 0 0 0 � o �� CU v c ,+ 4- p o LLC 8: ID U og =3 C) o � U) . C v ® 0 Thomas Daly PROJECT NO. Registered Landscape 2226 Architect SCALE �j g 1 if AReview all plans thoroughly. S gnikln?004 Reg. # 1235 changes have been made throughout. DATE Oct 2003 Date: SHEET H-2 EIFS COLUMN CAP, TO z z MATCH EXISTING w0 j W _ � CONCRETE BLOCK F-: w 11' COLUMN WITH STUCCO w FINISH MEDITERRANEAN KNOCKDOWN FINISH, COLOR TO MATCH EXISTING. 2'-0" I --- H 2'Type 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. Al 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. 10 0 U 0 o � U� Q co 0 4© C) z 00 co CN,) .� a) O w (13 a� U c Q > 0a (�} > U � c m li z rn m M m CO o c�5 s o O— Ez 0 o E E U U U) QLu rr Q '0- 0 W O O N Q 0 0 0 � o �� CU v c ,+ 4- p o LLC 8: ID U og =3 C) o � U) . C v ® 0 Thomas Daly PROJECT NO. Registered Landscape 2226 Architect SCALE �j g 1 if AReview all plans thoroughly. S gnikln?004 Reg. # 1235 changes have been made throughout. DATE Oct 2003 Date: SHEET H-2 —all I minim, Melia 1 11 1010 0.11 a No IN -III 2°'1 R\Ga( 40, j VICINITY MAP 7)2,rnlnr m Sf:AI F opz 00 �0� • pgcF RECOVERED 4"x4" CONCRETE MONUEMENT & DISK PRM LB 5736" R 51`12' , 4i o �� '� / II O \ Ar eqs 52�� • / // / I 1 I` 113 I C \ N RECOVERED 4x4" CONCRETE MONUEMENT C r F Of 6 4'(Ti / / { { ' Y I I SOZ `27'16 "E I J \ & DISK "PRM LB 5736" COTS ;1041701- p4. / { { I { 45.78' 2 'O' 1j0,11 ��% 36+• / { { { RECOVERED 4x4" CONCRETE MONUEMENT ? I ( & DISK "PRM LB 5736" 60 �O 114 I { I RECOVERED 1 1/2" IRON \ I I I PIPE (NO IDENTIFICATION) M. PHELPS FIELD BOOK: 328 PAGES: 02 FIELD FILE: 02029-8) RAW CALC. BY: R. SEARS DRAWN BY: R. SEARS 8.7'm A.BISHMAN DRAWING NAME: #17.\02029\02029-51.0 DRAWING SCALE: 1" = 100' II �{ 0 �10 'Pill �CD_Ii pl C C)z yn I� x I Au, I 08 4=39'33'43" I I _-- -- -- {� R=760.00' �� { I I �M i N 117 L=524.77 14 1 Uj CB=N85'30'02"E { W 1 CH=514.41 ' 1 w I iN -w- N GRAPHIC SCALE o I I I 118 L Q too 0 50 Too zoo ORANGE GROVE I I LI I I I -- ---- °` - � IN FEET 18.335 ACRESf I l 119 0 1 inch _ 100 ft II { o I 120 a ® RECOVERED 4"x4" CONCRETE MONUEMENT �l & DISK "PRM LB 5736"(I I Icy LEGEND: Wso CONCRETE AREAS WATER SHUT-OFF VALVE A 1 � l t^� ry��—OHW—OVERHEAD UTILITY WIRES {®� POWER TRANSFORMER WATE I h (`"�• W I I O jER Lz —UGG—UNDERGROUND GA — UNDERGROUND SLOP�LINEINE (6( G AS METER — UGT — UNDERGROUND TELEPHONE LINE P� POWER METER ~ W4 SINGLE POST SIGN — TELEVISION I I. pl I j / - UGCT— UNDERGROUND CABLE �— /CONCRETE BLOCK WALL DOUBLE POST SIGN CONCRETE UTILITY POLE WATER BLOW -OFF VALVE EV ST LINE OF THE NW 1/4 OF THE I ` { / EAST UNE OF THE SW 1/4 OF THE 0 GUY POLEWELL \ 2 1/4 OF THE NW 1/4 OF SECTION 6 �. NE 1/4 OF THE NW 1/4 OF SECTION 6 �— GUY ANCHOR Cp CLEAN-OUT \ \ { { 8 T - / T+� X� WALKWAY LIGHT �\ EDGE OF ASPHALT PAVEMENT F MITERED END SECTION SOI 22'08"W 0 ELECTRICAL OUTLET ,$®g LIGHT POLE 'JIM<I N01 "21'57"E 585.48' { I 9, 44'/ q) TELEPHONE RISER LJ TRAFFIC SIGNAL BOX - .L — — — — — — — — — — — — - V FIRE HYDRANT M \ \ �', 634.92' I I — — — ' IZ, p BOLLARD §D M CENTERLINE ASSEMBLY Dd L.B. LICENSED BUSINESS RECOVERED 4"x4 CONCRETE MONUEMENT \ \ / 6p00' tl, u { MASTER WATER SEWER VALVE P.S.M. PROFESSIONAL SURVEYOR & RECOVERED 5"x5" CONCRETE MONUEMENT & DISK "PRM LB 5736" WATER VALVE MAPPER ti "! %iI P.L.S. PROFESSIONAL LAND SURVEYOR 8 F\ = CO (NO IDENTIFICATION)RWV Iu �o RECLAIMED WATER VALVE o I \ / P.V.C. POLYVINYL CHLORIDE PIPE RECOVERED 1 C IR C.P REINFORCED CONCRETE \ h " IRON PIPE 76 59 38 - I. DQ C.M P. CORRUGATED METAL PIPE PE » (NO IDENTIFICATION) 0.3N, 0.4E TRV \ \\ _ — ' BFP IRRIGATION VALVE m s 4S R=50.00 / I FLOW O \ �R�r �>1 \ L=67.9' I GASKVALVE PREVENIER D.I.P. DUCTILE IRON PIPE -,T \ ,�� .p - V.C.P. RADIUS CB= CLAY PIPE � \ \ oy' of \ CB=N66'47'05"E $ %� I In Z to \ �7 • - O DRAINAGE MANHOLE A CENTRAL ANGLE \ \ {y s L LENGTH qy N CH=62.25 >`' /,� I OO CH CHORD RECOVERED 4x4" CONCRETE MONUEMENT �O� �, { TELEPHONE MANHOLE CB CHORD BEARING \ \ & DISK "PRM LB 5736" - T.O. TANGENT BEARING 1b I © GREASE TRAP MANHOLE e \ - PKM PARKING METER I \ \ 4' BARBED WARE FENCE (A I © POWER MANHOLE 13 ' \ (A S (M) MEASURED o I \ �/� (Q ¢ I I z V / —X— BARBED WIRE FENC E cP> PLAT __ WOOD FENCE (C) CALCULATED POINT OF BEGINNING CHAIN LINK FENCE— (D) DESCRIPTION HANDICAPPED PARKING SPACE (H/C) INV=69.73 INVERT ELEVATION SET 5f8" IRON ROD AND / I ® CATCH BASIN t 58?� EXISTING GROUND ELEVATION 004 \ �• CAP LB 5736" (TYPICAL) V ® DRAIN \.50� EXISTING GROUND CONTOUR `` \ \ \ \ •dry / �(UNLESS OTHERWISE NOTED) s ®V' CURB INLET /! � I \ \ O tD� � CURB INLET WITHOUT MANHOLE \ V I /, � • SET IRON ROD &CAP "LB 5736" \ •�(V FOA FIRE DEPARTMENT CONTROL VALVE Q SET NAIL & DISC "LB 5736" 4' BARBED 1MRE FENCELE ENH 4x4 CONCRETE MONUMENT 44c),\--CBLE ITELEVISIONC HAND O SER ® IRON PIPE � - TELEPHONE ACCESS CABINET FP FLAG POLE A/C AIR CONDITIONER F®19 VAULT UTILITY VAULT ®B POWER BOX R®. POINT OF .BEGINNING \ \ \ MW MONITORING WELL P.O.C. POINT OF COMMENCEMENT CP CORRIGATED PLASTIC PIPE " \ � TRAFFIC FLOW ARROW POINT OF COMMENCEMENT - DNR DEPARTMENT OF NATURAL RESOURCES P.T. POINT of TANGENCY SOUTHEAST CORNER OF THE \ \ O.R. OFFICIAL REcoaos BOOK \ PG. PAGE P.C. POINT OF CURVATURE SO 1/4 OF SECTION 6-22-28. \ - P.C.P. PERMANENT CONTROL POINT P.R.M. PERMANENT REFERENCE MONUMENT RECOVERED 4x4" CONCRETE MONUMENT \ \ \ �\ \ \ FDOT FLORIDA DEPARTMENT OF TRANSPORTATION F.A.C. FLORIDA ADMINISTRATIVE CODE (NO IDENTIFICATION) SHEET 1 OF 1 secrioN os, TOWNSHIP 22 SOUTH, RANGE 28 EAST ORANGE COUNTY FLORIDA JOB NUMBER: SURVEY DATE: 02029.051 1 08 04 REVISIONS: FIELD B Y. M. PHELPS FIELD BOOK: 328 PAGES: 02 FIELD FILE: 02029-8) RAW CALC. BY: R. SEARS DRAWN BY: R. SEARS CHEED BY: CK A.BISHMAN DRAWING NAME: #17.\02029\02029-51.0 DRAWING SCALE: 1" = 100' �10 'Pill SURVEYORS CERTIFICATION: WE HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS PREPARED UNDER OUR DIRECTION IN JANUARY, 2004. WE FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 61G17-6 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027. 400 FLORIDA REGISTRATION No. 4263 FLORIDA LICENSED BUSINESS No. 5736 DESCRIPTION: �rA A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 22~ SOUTH, RANGE 28 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWESTt,1/4 OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST; THENCE RUN S86 38'40"W ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4, 649.91 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COUNTY ROAD 437, THENCE RUN N28'17'18"E ALONG SAID WESTERLY RIGHT OF WAY UNE, 450.77 FEET TO THE POINT OF BEGINNING; THENCE CON77NUE N28'17'18"E, ALONG SAID WESTERLY RIGHT OF WAY UNE, 363.58 FEET; THENCE DEPARTING SAID RIGHT—OF—WAY UNE RUN S872823"W, 359.74 FEET, THENCE RUN N01'21'57"E, 585.48 FEET TO THE SOUTH LINE OF LOTS 114 THROUGH 123, WESTYN BAY — PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 54, PAGE 29 OF THE ORANGE COUNTY PUBLIC RECORDS; THENCE RUN S872822"W, ALONG SAID SOUTH UNE, 764.53 FEET,.,, -TO THE EASTERLY UNE OF LOTS 104 THROUGH 107 AND LOTS 110 THROUGH 112, WESTYN BAY — PHASE 1; THENCE RUN THE FOLLOWING THREE COURSES AND DISTANCES ALONG SAIQ EASTERLY LINE: S0227'16"E, 45.78 FEET; S2156'47"W, 401.36 FEET; THENCE RUN S4729'33"W, 226.67 FEET TO THE EAST RIGHT OF WAY LINE OF WESTYN BAY BOULEVARD; THENCE RUN S35 09'18"E, ALONG SAID EAST LINE, 255.37 FEET TO THE NORTH UNE OF TRACT B, WESTYN BAY — PHASE 1; THENCE RUN S7705'10"E, ALONG SAID NORTH LINE, 124.78 FEET TO THE NORTH RIGHT OF WAY LINE OF OCOEE CROWN POINT PARKWAY, SAID LINE BEING A NON—TANGENT CURVE CONCAVE SOUTHERLY; THENCE RUN EASTERLY ALONG SAID RIGHT OF WAY LINE AND CURVE HAVING A RADIUS OF 760.00 FEET, A CENTRAL ANGLE OF 3933'43 , AND ARC LENGTH OF 524.77 FEET, A CHORD BEARING OF N85 30'02"E AND A CHORD DISTANCE OF 514.41 FEET; THENCE RUN S7443'06"E, CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, 428.51 FEET TO A CURVE CONCAVE TO THE NORTH; THENCE RUN NORTHEASTERLY ALONG SAID CURVE HAVING A CENTRAL ANGLE OF 76 5936 s A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 67.19 FEET, A CHORD BEARING OF N66 447'06"E AND A CHORD DISTANCE OF 62,25 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL OF LAND CONTAINS 18.335 ACRES MORE OR LESS. SURVEYORS NOTES: — NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. - LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY THIS FIRM. — REVISIONS DO NOT CONSTITUTE A RECER77FICA71ON OF THE EXISTING CONDITIONS OF THIS SURVEY UNLESS SO STATED. BEARINGS SHOWN HEREON ARE BASED ON THE FOLLOWING: THE SOUTH UNE OF THE NW 1/4 OF SEC710N 6, AS BEING S86 38'40-W (ASSUMED). — NO INTERIOR IMPROVEMENTS HAVE.BEEN LOCATED UNLESS OTHERWISE INDICATED. THE LANDS SHOWN HEREON UE ENTIRELY WITHIN ZONE X (AREAS LUNG OUTSIDE OF 500—YEAR FLOOD PLAIN) ACCORDING TO "FIRM" COMMUNITY PANEL NUMBER 120185 0210 E DATED DECEMBER 6, 2000. ALL ADJOINERS PROVIDED BY THE CLIENT HAVE BEEN SHOWN HEREON. LS. r r .. r t, SUR VE YIN COMPANY 315 N. Fernoreek Avenue Orlando, Florida 32303 14071 397-6220 I a`�