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VII(B) ForestBrooke - Final Subdivision Plan, Phase 3 - Project #LS03-003-- . ..0,, Mayor S. Scott-Vandergrift. City Manager Jim Gleason ._- —r n_ . STAFF REPORT DATE: March 9, 2004 Agenda 03-16-04 Item VII B Commissioners Danny- Howell, District 1 Scott Anderson. District. 2 Rusty Johnson, District 3 Nancy J. Parker, District 4 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Planning Manager THROUGH: Russ Wagner, AICP, Community Development Director SUBJECT: Forest Brooke, Phase 3 Final Subdivision Plan Project # LS -03-003 ISSUE: Should the Mayor and ''+v Com.rwssir- --;� 2 ,,crave the `Final Subdivision Plan for Forest .Drooke, Rlrase 3? BACKGROUND: Phase 3 of the Forest Brooke subdivision is located south of McCormick Road, just west of the Western Beltway (SR 429): The third and final phase of Forest Brooke includes 140 single-family residential lots on about 49.5 acres. The property is zoned R -1A requiring a minimum lot width of 70 feet and lot size of 8,000 SF. This site is covered with a mixture of oak trees and other varieties of trees scattered around the property. The northern and western edges of the subject property abut Phase 2 of Forest Brooke, the southern edge abuts undeveloped land in Orange County and the eastern edge abuts SR 429. DISCUSSION: As shown in the Final Subdivision Plan (FSP), there is a wetland area running through the middle of Phase 3 that will be preserved. Forest Brooke is a gated community with gates at each entrance. Phase 3 will have access from Phase 2 from the north from the west. When the Preliminary Subdivision Plan for all of Forest Brooke was approved, there was a new access road (Tract W) leading from Ocoee Apopka Road along the southern edge of the subdivision that was to provide a secondary access point for the subdivision residents. The Conditions of Approval stated that the new southern access road east of Ocoee Apopka Road would be constructed with the final phase of the subdivision. The FSP for Phase 3 includes the construction of that access road. Honorable Mayor and City Commissioners March 9, 2004 Page 2 of 2 DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) reviewed the proposed Final Subdivision Plan on February 25, 2004 and discussed a few remaining issues. The discussion centered on two things: 1) making sure the entrance features and the gate at the secondary entrance would look the same as the other secondary entrance west of Ocoee Apopka Road; and 2) the severe slopes on the property, how they have created some problems with the first two phases and how they will be handled in the third phase. It was decided that the project engineer would work closely with the Engineering and Building inspectors on a lot by lot basis to ensure that all grading and potential erosion problems are satisfactorily addressed. When the discussion was finished, the DRC voted to recommend approval of the Final Subdivision Plan, with the understandings that had been reached during the discussion. PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission is scheduled to consider the proposed Final Subdivision Plan for Forest Brooke Phase 3 on March 9, 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 proposal, Staff will provide a summary of the P&Z discussion and action at the City Commission meeting. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan for Phase 3 of Forest Brooke, as date stamped received by the City on March 4, 2004. Attachment: Forest Brooke, Phase 3 Final Subdivision Plan, date stamped March 4, 2004 O:\Staff Reports\2004\SR04014 CC.doc FOR 9 OR /_j S TBII'L 0 OKE PHA. F� 3 D- Z [Q F- F- CID Co to CITY O_V"�7 OCOEE wry' _i � IO CIVIL SHEET INDEX MA Cll� 2 0 0 3 1. COVER SHEET _ d OWNER/APPLICANT Q �- 2. SITE, CONSTRUCTION AND FORESTBROOKE VENTURE 'j Q CONDITIONS OF APPROVAL NOTES 1031 WEST MORSE BLVD., SUITE 325 Q 435 a WINTER PARK, FLORIDA 32789 Lake Apopka McCORMICK F6. ix ix 3. FINAL MASTER SUBDIVISION PLAN (407)645-4400 . FINAL SUBDIVISION SITE PLAN ENGINEER 1 � Y C;3 _j PECHT-EVANS ' ENGINEERING, INC. SITE OCOEE IZOAD 5. UNDERGROUND UTILITIES PLAN 501 EAST JACKSON STREET, SUITE 202 PR 8-8. GRADING AND DRAINAGE PLANS ORLANDO, FLORIDA 32801 cLa R cONA (407)872-1515 437 9-17. PLAN AND PROFILE SHEETS SURVEYOR - 18. WATER AND SEWER DETAILS BENCHMARK SURVEYING & MAPPING CONSULTANTS, INC. I 14545 PORTER ROAD IL GE 19-21. PAVING AND DRAINAGE DETAILS WINTER GARDEN, FLORIDA 34787 22® MISCELLANEOUS DETAILS (407)3654-6183 OCOEE WINTERq 23. TREE PROTECTION PLAN GE®TECH GARDEN 438 ANDREYEV ENGINEERING, INC. i 24. TRACT 'W' ACCESS ROAD 105 COASTLINE ROAD SANFORD, FLORIDA 32771 (407)330-7763 VICINITY MAP LANDSCAPE SHEET INDEX ENVIRONMENTAL Property Descri tion N.T.S. L-1. LANDSCAPE I R R I G A TI 0 N & H A R D S C A P E PLANS M OD I C A & ASSOCIATES, INC. A parcel of land being a portion of the Northwest 1/4 and a portion of the Southwest South 64'07'07' East, through a central angle of 0173910", run Southeasterly 9 1/4 of Section 32, Township 21 South, Range 28 East, Orange County, Florida and a along the arc of said curve for a distance of 10.10 feet to a point of tangency; thence run 310 ALMOND STREET portion of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, South 62'27'57" East for a distance of 30.12 feet; thence run South 27'32'03" Orange County, Florida. West for a distance of 50.00 feet; thence run North 62'27'57" West for a distance of L-2. MAS CLERMONT, FLORIDA 34711 19.42 feet; thence run South 27'32'03" West for a distance of 126.25 feet; thence run More particularly described as follows: South 08'36'47" West for a distance of 73.92 feet; thence run North 84'33'33" L- 3. PARK LANDSCAPE PLAN (352)394-2000 West for a distance of 175.72 feet; thence run North 63'52'25" West for a distance COMMENCE at the Northeast Corner of the Southeast 1/4 of Section 31, Township 21 of 50.00 feet to a point on a non -tangent curve concave Southeasterly, having a radius South, Range 28 East, Orange County, Florida and run North 89'27'30' West, along of 205.00 feet; thence, from a tangent bearing of North 26'07'35" East, through a LANDSCAPE DETAILS the North line of said Southeast 1/4, for a distance of 418.15 feet; thence departing said central angle of 12'38'50", run Northeasterly along the arc of said curve for a LAN®SCAPE ARCHITECT North line run South 00'32'30" West for a distance of 175.00 feet; thence run North distance of 45.25 feet to a point of reverse curvature with a curve concave Westerly, 8927'30" West for a distance of 61.98 feet; thence run South 00'5C'42" West having a radius of 25.00 feet; thence run Northerly, through a central angle of PARK I R R G A TI 0 N PLAN JOHN E WSE YC H I K for a distance of 168.36 feet to the POINT OF BEGINNING; thence continue South 89'02'44", along the arc of said curve for a distance of 38.85 feet to a point of �- �� 00'50'42" West for a distance of 37.28 feet; thence run South 09'34'34" West tangency, thence run Nor " I R R I G A TI 0 N DETAILS 9 Y• North 50 o West for a distance of 5.00 feet to a point of for a distance of 80.94 feet; thence run South 06'26'15" West for a distance of 35.99 curvature of a curve concave Southerly, having a radius of 175.00 feet; thence run L- 6. 6 2 0 C R 0 WN 0 A K CENTRE DRIVE feet; thence run South 00'50'42" West for a distance of 204.18 feet; thence run Westerly, through a central angle of 39'11'11", along the arc of said curve for a South 17'52'10" West for a distance of 299.10 feet; thence run South 00'42'14" distance of 119.69 feet to a point of tangency; thence run North 89'27'30" West for a L-7. PARK HARDSCAPE LAYOUT LONGWOOD, FLORIDA 32750 West for a distance of 234.70 feet; thence run South 03'34'11" West for a distance distance of 156.88 feet; thence run South 00'32'30" West for a distance of 92.50 of 50.00 feet to a point on a non -tangent curve concave Southerly and having a radius of feet; thence run North 8927'30" West for a distance of 142.30 feet; thence run (407)830-8922 276.25 feet, a central angle of 03'52'44"; thence from a tangent bearing of North South 00'50'42" West for a distance of 24.98 feet; thence run North 89'09'18" 85'48'46" West run Westerly along the arc of said curve 18.70 feet to a point on a West for a distance of 50.00 feet; thence run North 00'50'42" East for a distance of non -tangent line; thence, departing said curve, run South 00'29'58" West for a distance 17:21 feet; thence run North 89'27'30" West for a distance of 120.00 feet; thence run i of 132.14 feet; thence run South 80'35'00" East for a distance of 18.43 feet; thence run South 00'50'42" West for a distance of 59.39 feet; thence run South OE�36'37" South 89'30'02" East for a distance of 587.50 feet to the East line of the Southeast 1/4 West for a distance of 18.29 feet; thence run North 89'27'30" West for a distance of of said Section 31 and the West line of the Southwest 1/4 of said Section 32; thence run 121.20 feet; thence run South 08'36'37" West for a distance of 30.05 feet thence run North 00'42'14" East, along the West line of the Southwest 1/4 of said Section 32, North 81'23'23" West for a distance of 50.00 feet; thence run North 08'36'37: for a distance of 328.68 feet; thence run North 88'20'13" East, along the South line of East for a distance of 31.52 feet; thence run North 89'09'18" West for a distance of the North 3/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 32, for a 126.19 feet to the POINT OF BEGINNING. PECHTEVANS® distance of 1323.85 feet to the East line of the Northwest 1/4 of the Southwest 1/4 of UTILITY ��++ said Section 32; thence run North 00'42'37" East, along said East line, for a distance of Contains 49.462 acres, more or less. COMPANIES 1033.65 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4.of said ENGINEERING INCC Section 32; thence run North 00'46'53" East, along the East line of the Southwest 1/4 s of the Northwest 1/4 of said Section 32, for a distance of 687.88 feet; thence run North 89'13'07" West for a ,distance of 171.70 feet; thence run South 81'40'04" West for a distance of 76.79 feet' thence run South 66'56'26" West for a distance of 99.35 WATER & SEWER: ORANGE COUNTY PUBLIC UTILITIES 501 EAST JACKSON STREET feet; thence run South 56'51'21" West for a distance of 131.17 feet; thence run RECLAIMED WATER: CITY OF O C OEE South 46'31'48" West for a distance of 122.20 feet; thence run South 66'35'54" ice= n ` p fIJ_V, I ORLANDO, F1.ORiDA �Z8®'� West for a distance of 96.48 feet; thence run South x4'40'26" East for a distance of TELEPHONE: SPRINT 176.51 feet to a point on a non -tangent curve concave Northerly, having a radius of 390.00 feet; thence, from a tangent bearing of South 7519'34" West, through a (407) 872-1515 central angle of 04'25'24", run Westerly along the arc of said curve for a distance of �1 j ; C ELECTRIC: FLORIDA POWER CORPORATION 30.11 feet to a point on a non -tangent line; thence, departing said curve, run South I 00'50'18" West for a distance of 129.61 feet; thence run North 59'27'36" East CABLE: TIME WARNER COMMUNICATIONS for a distance of 23.47 feet; thence run South 33'26'30" East for a distance of 91.59 AUTHORIZATION NO. 00006788 feet; thence run South 45'09'11" East for a distance of 32.46 feet; thence run South 27'32'03" West for a distance of 203.22 feet to a point on a non -tangent curve concave Southwesterly, having a radius of 350.00 feet; thence, from a tangent bearing of LAND USE DATA TOTAL SITE R -1-A PARCEL ID: 32-21-28-0000-00-010 SF 31-21-28-0000-00-006 ZONING: R-1 -A LANDUSE: RESIDENTIAL DENSITY: NO. OF UNITS - GROSS AREA - GROSS DENSITY - AREA CALCULATIONS: TOTAL AREA: CONSERVATION AREA: ROW AREA: COMMON AREA: LOT AREA: LINEAR FEET STREET: (SINGLE-FAMILY) 140 49.46 ACRES 2.83 U/A LOTS 1-49 ZONING: R -1-A MIN. LOT SIZE: 10,200 SF MIN. LOT WIDTH: 85 FEET MIN. LIVING AREA: 1,200 SF MAX. BLD. HEIGHT: 35 FEET TOTAL 85' LOTS: 49 LOTS SETBACKS: 1,200 SF FRONT: 25 FEET SIDE: 7.5 FEET REAR: 25 FEET SIDE STREET: 25 FEET 49.46 ACRES LOTS 50-140 ACRES CONSERVATION AREA: 3.29 ACRES ZONING: R -1-A 7.48 7.48 ACRES 0.37 ACRES MIN. LOT SIZE: 9,000 SF 38.32 ACRES MIN. LOT WIDTH: 75 FEET 38.69 MIN. LIVING AREA: 1,200 SF ±6,230 L.F. MAX. BLD. HEIGHT: 35 FEET TOTAL IMPERVIOUS AREA: TOTAL 75' LOTS: 91 LOTS 24.72 SETBACKS: cc Q Z FRONT: 25 FEET C U) L+ SIDE: 7.5 FEET - -J REAR: 25 FEET z SIDE STREET: 25 FEET IMPERVIOUS AREA DATAA2 TOTAL AREA: 49.46 ACRES CONSERVATION AREA: 3.29 ACRES ROW AREA: 7.48 ACRES IMPERVIOUS AREA: 5.39 ACRES PERVIOUS AREA: 2.09 ACRES LOTS & COMMON AREA: 38.69 ACRES IMPERVIOUS AREA (507.): 19.35 ACRES PERVIOUS AREA: 19.34 ACRES TOTAL IMPERVIOUS AREA: 24.74 ACRES TOTAL PERVIOUS AREA: 24.72 ACRES PARKS & RECREATIONAL FACILITIES i THE NEIGHBORHOOD TOT PARK (TRACT A) 1. CHILDREN'S PLAY EQUIPMENT 2. PARK BENCHES 3. LANDSCAPING AND IRRIGATION TRACT LIST TRACT DESCRIPTION ACREAGE (AC) OWNERSHIP MAINTENANCE A PARK 0.37 HOA HOA B CONSERVATION 3.29 HOA HOA C INTERNAL STREETS 2.60 HOA HOA D INTERNAL STREETS 3.55 HOA HOA E INTERNAL STREETS 1 1.33 HOA HOA A DRAINAGE & UTILITY EASEMENT AS SHOWN ON PLANS 5' UTILITY - & DRAINAGE EASEMENT O CV 7.5' SIDE YARD (25' STREET SIDE) 10' UTILITY - & DRAINAGE EASEMENT ROW - 75' OR 85' WIDE 25' REAR YARD SET- BACK 5' UTILITY & DRAINAGE EASEMENT 7.5' SIDE YARD (25' STREET SIDE) 25' FRONT YARD SET- BACK T Y P I C A L L 0 T P L A N N.T.S. ►e/ CONDITIONS OF APPROVAL 1. THE PROJECT IS PROPOSED TO BE GATED AND SHALL COMPLY WITH ARTICLE Vlll, CHAPTER 34 OF THE ORANGE COUNTY CODE FOR GATED COMMUNITIES AS WELL AS ANY AMENDMENTS TO THAT ARTICLE THAT MAY BE ENACTED ON OR BEFORE DECEMBER 31,2002 REGARDING THE ENFORCEMENT OF THE REQUIREMENTS CONTAINED THEREIN. ALL REFERENCES IN SAID COUNTY CODE CHAPTER TO THE "COUNTY" SHALL BE DEEMED TO REFER TO THE "CITY" FOR PURPOSES OF THIS REQUIREMENT. 2. A PERPETUAL, NON-EXCLUSIVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE CITY OF OCOEE, ORANGE COUNTY UTILITIES AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. 3. ALL THE STREETS (TRACTS C, D & E) AND DRAINAGE FACILITIES WILL BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 4. UTILITIES TO BE OWNED AND MAINTAINED BY ORANGE CO. PUBLIC UTILITIES. 5. THE ASSOCIATED STORMWATER SYSTEM TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION WITH AN EASEMENT DEDICATED TO THE CITY OF OCOEE. 6. ALL ON-SITE UTILITIES INCLUDING ELECTRICAL, CABLE TV AND TELEPHONE SHALL BE PLACED BELOW GROUND. 7. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES, AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT ADJACENT TO THE STREET RIGHT-OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 8. ALL UTILITY AND DRAINAGE EASEMENTS UPON INDIVIDUAL LOTS SHALL BE MAINTAINED BY THE LOT OWNER. THE LAND BURDENED BY SUCH EASEMENTS SHALL BE OWNED BY THE INDIVIDUAL LOT OWNERS. SUCH EASEMENTS SHALL BE DEDICATED TO THE CITY AT THE TIME OF PLATTING. 9. ALL TRACTS WHICH ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION SHALL BE CONVEYED TO THE HOMEOWNERS ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 10. ANY DAMAGE CAUSED TO McCORMICK ROAD AS A RESULT OF CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE PROMPTLY REPAIRED TO CITY STANDARDS BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 11. SIDEWALKS ADJACENT TO ALL COMMONLY OWNED TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION. 12. THE PLAN SHOWS AVAILABLE PAD SIZE FOR REFERENCE ONLY. FOR EACH INDIVIDUAL LOT WITH R -1-A ZONING, THE BUILDINGS SHALL NOT EXCEED 40% LOT COVERAGE. THE TOTAL OF ALL IMPERVIOUS SURFACES ON EACH INDIVIDUAL LOT SHALL NOT EXCEED 50% LOT COVERAGE. 13. STREET LIGHTS SHALL BE INSTALLED BY THE DEVELOPER PRIOR TO CERTIFICATE OF COMPLETION AT HIS EXPENSE AND THE COST OF THEIR OPERATION WILL BE ASSUMED BY THE DEVELOPER IN ACCORDANCE WITH ORDINANCE NO. 95-17. 14. 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. 15. THE CONTRACTOR IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE CONSERVATION AREA (TRACT 'B') AND INSIDE THE WETLANDS LINE. THOSE AREAS ARE TO BE FENCED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 16. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREE WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE SPECIMEN AND HISTORIC TREES. 17. EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. 18. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ALONG THE FRONT OF EACH LOT WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 19. IN ORDER TO ENSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION AREAS WILL BE FLAGGED FOR REVIEW BY THE CITY AND THE ENGINEER PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 20. REMOVAL OF EXISTING PROTECTED TREES WILL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY, UTILITY EASEMENTS, DRAINAGE EASEMENTS AND SWALES, RETENTION AREAS, ALL PAD AREAS AND MASS CLEARING/GRADING AREAS DUE TO SEVERE EXISTING GRADES. ALL REMAINING EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL REMAIN UNTIL THE TIME A BUILDING PERMIT IS ISSUED, UNLESS INDIVIDUAL LOT GRADING FOR DRAINAGE PURPOSES (IN ORDER TO COMPLY WITH MASTER DRAINAGE PLAN) REQUIRES LOT FILLING OR CUTTING. 21. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO THE DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS, ASSOCIA11ON DOCUMENTS, AND DEEDS CONVEYING PROPERTY TO THE HOMEOWNERS ASSOCIATION OR THE CITY, SHALL BE APPROVED BY THE CITY PRIOR TO PLAT APPROVAL. 22. ALL EXISTING STRUCTURES AND IMPROVEMENTS (INCLUDING BUILDINGS, POWER LINES, AGRICULTURE FACILITIES, EXISTING AERIAL AND UTILITY. FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE USES. 23. IN THE EVENT A MASTER HOMEOWNERS ASSOCIATION WITH SUB -ASSOCIATIONS IS ESTABLISHED, ALL REFERENCES IN THIS PLAN TO "HOMEOWNERS ASSOCIATION" OR "HOA" SHALL REFER TO THE MASTER ASSOCIATION. 24. A STREET TREE SHALL BE PROVIDED ON THE FRONT OF EACH LOT WITHIN 5' OF THE ROAD RIGHT- OF-WAY LINE (2 STREET TREES ON CORNER LOTS, WITH ONE ON EACH STREET), PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE HOUSE CONSTRUCTED ON THE LOT. EACH STREET TREE SHALL BE A MINIMUM OF 2" DBH AND 10' TALL AT THE TIME OF PLANTING. 25. A 25' UPLAND BUFFER FROM THE WETLANDS LINE WILL BE PROVIDED AS PART OF TRACT 'B' TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 26. 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. 27. STORMWATER MANAGEMENT SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS OF THE OCOEE LAND DEVELOPMENT CODE AND THE ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT. 28. THERE WILL BE A TOTAL OF 7 PARKS WITHIN THE FORESTBROOKE SUBDIVISION (UPON COMPLETION OF ALL PHASES), WITH 25 SEPARATE AND DISTINCT ACTIVITY USES, CONTAINED WITHIN 2 TYPES OF PARKS - MASTER COMMUNITY PARKS AND NEIGHBORHOOD PARKS. THERE WILL BE 3 MASTER COMMUNITY PARKS AND 4 NEIGHBORHOOD PARKS. 29. ALL FINISHED FLOOR ELEVATIONS SHALL EXCEED THE 100 YEAR FLOOD ELEVATION BY A MINIMUM OF ONE FOOT. 30. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 31. AT ALL CORNERS AND WHERE OTHERWISE APPLICABLE, SIDEWALKS SHALL HAVE ACCESS RAMPS CONSTRUCTED TO ACCOMMODATE THOSE IN WHEELCHAIRS AND OTHERS WHO ARE PHYSICALLY CHALLENGED. 32. HOMES WHICH ARE BUILT ON LOTS WITH EXTREMELY STEEP SLOPES MAY BE CONSTRUCTED WITH AN EXTENDED STEM WALL FOUNDATION TO AVOID UNNECESSARY FILLING AND TO SAVE AS MANY PROTECTED TREES AS POSSIBLE. THESE SPECIFIC LOTS WILL BE DETERMINED DURING CONSTRUCTION PLAN APPROVAL. 33. A HOMEOWNER'S ASSOCIATION WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF COMMON AREAS AND FACILITIES. 34. TRACT 'A' TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 35. ASIDE FROM ROADS, CONSERVATION, OPEN AREAS AND RETENTION AREAS, THE ONLY LAND USE WILL BE DETACHED SINGLE-FAMILY RESIDENTIAL. 36. THE HOUSES WILL BE ONE, TWO AND THREE STORIES OF THE TYPE COMMONLY FOUND IN CENTRAL FLORIDA DEVELOPMENTS. SOME LOTS MAY HAVE WALKOUT BASEMENTS OR GARAGE UNDERS. MAXIMUM BUILDING HEIGHT WILL BE 35' MEASURED FROM THE FLOOR ELEVATION OF THE BUILDING TO THE MEAN ROOF HEIGHT. 37. DEVELOPER SHALL COMPLY WITH THE PROCEDURES FOR NAMING SUBDIVISIONS SET FORTH IN ORDINANCE NO. 2001-18 OF THE CITY OF OCOEE. 38. THE EXISTING GRADES ON INDIVIDUAL LOTS WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOTS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOTS DURING THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. 39. NO DEVELOPMENT WILL BE ALLOWED WITHIN 25' OF ANY WETLANDS. Q40. THE 10' FLORIDA POWER CORPORATION EASEMENT OVER LOTS 21-25 AND 43-44 SHALL BE TERMINATED PRIOR TO THE PLAT -TNG. A41. THE SPECIAL SHADING PATTERN ON SHEET 23 IDENTIFIES LOTS WHERE MASS CLEARING AND GRADING ARE NECESSARY. LOTS SHOWN WITH THE SPECIAL SHADING PATTERN ON THE FINAL SUBDIVISION PLAN MAY BE CLEARED AND GRADED DURING THE CONSTRUCTION OF THE SUBDIVISION IMPROVEMENTS. CARE MUST BE TAKEN WHEN GRADING THOSE LOTS TO MINIMIZE TREE REMOVAL FOR BUILDING PADS. GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT-EVANS ENGINEERING, INC. WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO INSURE TIMELY CERTIFICATION OF CONSTRUCTION TO AGENCIES AND TO AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY. 2. CONTRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED -UP WITH AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS. AS -BUILT INFORMATION PREPARED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT REQUIREMENTS SHA BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 3. REGULATORY SIGNS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A FLORIDA -LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S EXPENSE. 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT RECOMMENDATIONS FOR CORRECTION MAYBE MADE. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDITIONS PRIOR TO CONSTRUCTION. 7. CHAPTER 17-153 OF THE FLORIDA STATUES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY ON-SITE INSPECTION BY GAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A NEW CONSTRUCTION AREA. 8. ALL PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 9. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS, OR BETTER. 10. ALL PAVEMENT MARKERS, STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES TO BE INSTALLED BY CONTRACTOR PER F.D.O.T AND THE CITY OF OCOEE STANDARDS. 11. THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING CONSTRUCTION: A. THE CITY OF OCOEE ENGINEERING DEPT. B. ORANGE COUNTY PUBLIC UTILITIES C. BELLSOUTH TELEPHONE D. TIME -WARNER COMMUNICATIONS, INC. E. FLORIDA POWER CORPORATION F. FLORIDA DEPARTMENT OF TRANSPORTATION 12. CONTRACTOR TO BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED. IF THERE IS A QUESTION AS TO WHETHER A PARTICULAR AREA SHOULD BE CLEARED, THE CONTRACTOR SHALL CONTACT THE OWNER FOR FURTHER INSTRUCTIONS. 13. BOUNDARY AND TOPOGRAPHIC DATA WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY BENCHMARK SURVEYING & MAPPING CONSULTANTS, INC., DATED JULY, 2000. 14. THIS PROPERTY LIES IN FLOOD ZONE 'X' PER THE F.E.M.A. FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 12095C 0210E, DATED DECEMBER 6, 2000. 15. ALL MARKINGS TO COMPLY WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL TRAFFIC CONTROL SIGNS AND STRIPES SHALL CONFORM TO THE M.U.T.C.D. AND THE CITY OF OCOEE TRAFFIC STANDARDS. EACH NEW INTERSECTION SHALL HAVE A 30" HIGH-INTENSITY STOP SIGN AND A 24" THERMO-PLASTIC STOP BAR. 17. FLORIDA POWER CORPORATION SHALL DEVELOP A LIGHTING PLAN DURING THE INFRASTRUCTURE CONSTRUCTION. 18. SIDEWALKS SHALL BE BUILT TO BE FLORIDA ACCESSIBILITY CODE COMPLIANT, INCLUDING HANDICAPPED RAMPS. 19. 4' CONCRETE SIDEWALK SHALL BE CONSTRUCTED THE LENGTH OF THE FRONTAGE FOR ALL TRACTS AS PART OF THE INFRASTRUCTURE. Q20. ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY VERTICAL DATUM, RELATIVE TO THE NATIONAL GEODETIC SURVEY SEA LEVEL DATUM OF 1929. SPECIFICALLY, ORANGE COUNTY BENCHMARK DESIGNATION NUMBER L-653-013 WAS USED FOR THIS SURVEY. BEING A 2" ORANGE COUNTY CONTROL BRASS DISK IN THE TOP OF A 6" CURB TO A PARKING LOT ON THE SOUTHEAST CORNER OF OCOEE-APOPKA ROAD AND McCORMICK ROAD. PUBLISHED ELEVATION IS 103.42'. Q21. SIDEWALK THICKNESS SHALL BE A MINIMUM OF 4 INCHES EXCEPT AT DRIVEWAY WHERE THEY SHALL BE 6 INCHES IN THICKNESS. PAVING & DRAINAGE NOTES 1. ELEVATIONS AT CURB ARE EDGE OF PAVEMENT GRADES. 2. THE MINIMUM ROADWAY GRADE SHALL BE 0.30%. 3. MINIMUM GRADE OF SODDED DRAINAGE WAYS TO BE 1%. 4. COORDINATION WITH LANDSCAPE CONTRACTOR TO ASSURE PONDS ARE SODDED TO PREVENT SCOURING. 5. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE USED FOR EROSION AND SEDIMENT CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY THE CITY OF OCOEE SHALL BE OBSERVED. 6. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE CITY OF OCOEE AND F.D.O.T. DEVELOPMENT STANDARDS AND SPECIFICATIONS. 7. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE STORM WATER RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED DURING THE EARLY STAGES OF CONSTRUCTION. SODDED AND/OR SEEDED AREAS SHOULD HAVE VEGETATION ADDED AS SOON AS FEASIBLE. 9. SOILS INFORMATION WAS PROVIDED TO PECHT-EVANS ENGINEERING, INC. BY ANDREYEV ENGINEERING, INC. &10. ENVIRONMENTAL SWALES SHALL BE CONSTRUCTED AS PART OF THE INFRASTRUCTURE TO BE OWNED AND MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 11. ALL CONSTRUCTION ACTIVITIES PROPOSED ALONG THE EXISTING WETLANDS SHALL REQUIRE PLACEMENT OF A DOUBLE SILT FENCE PLACED 3 FEET APART UPLAND OF THE WETLANDS. THE PROPOSED SILT FENCE SHOWN ON THE PLANS IS THE MINIMUM REQUIRED. ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED. THE CONTRACTOR SHALL INSTALL THE SILT FENCE PRIOR TO ANY CLEARING OR GRADING ON-SITE. ONCE SILT FENCE HAS BEEN INSTALLED, THE CONTRACTOR SHALL MAINTAIN INTEGRITY THROUGH PERIODIC INSPECTION AND REPAIR. 12. THE CONTRACTOR SHALL ERECT PERMANENT PROPERTY MONUMENTS THAT ARE VISIBLE TO RESIDENTS AND CLEARLY DEFINE THE CONSERVATION AREA BOUNDARY WHERE THE LIMITS ABUT EACH RESIDENTIAL PROPERTY. THESE MONUMENTS SHOULD BE VISIBLE AND DURABLE (4 -INCH SQUARE CONCRETE PILLARS OR PRESSURE TREATED WOOD POSTS) AND SHOULD BE INSTALLED AT EACH CORNER OF THOSE BACKYARDS THAT ABUT CONSERVATION TRACTS. THE CONTRACTOR SHALL INSTALL A SMALL, PERMANENT SIGN ON EACH LOT TO REMIND RESIDENTS THAT THESE AREAS MUST REMAIN UNDISTURBED IN PERPETUITY. 13. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT INDEX #280. 14. AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.). 2. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 3. INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5. INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. 15. THE DENSITIES AT UTILITY AND STORM STRUCTURES (LOCATED WITHIN ROADWAY TO 3 -FEET BEHIND THE CURB) SHALL BE 98% WITHIN PAVEMENT AREAS, AND 95% FOR STRUCTURES OUTSIDE PAVED AREAS, BUT ARE WITHIN THE RIGHT-OF-WAY, PER AASHTO T-180 MODIFIED. Q16. ALL CURB INLET TOPS ARE PRECAST CONCRETE. UTILITY NOTESi 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. WATER MAINS AND SANITARY SEWER GRAVITY MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM EDGE TO EDGE. IF THE HORIZONTAL SEPARATION DISTANCE IS LESS THAN 10', THE SANITARY SEWER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. LL 3. AT WATER MAIN/SANITARY SEWER GRAVITY MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE SANITARY SEWER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. MECHANICAL JOINTS ARE REQUIRED FOR THE SEWER PIPE IF THE SEPARATION IS LESS THAN 18". 4. ALL POTABLE WATER AND SEWER LINES TO MEET ORANGE COUNTY SPECIFICATIONS. 5. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS TO BE 0.30%. 6. RESTORE ALL DISTURBED RIGHT-OF-WAY AREAS TO PREVIOUS CONDITION. 7. UTILITIES: ELECTRIC: FLORIDA POWER CORPORATION(407 646-8501 POTABLE WATER: ORANGE COUNTY PUBLIC UTILITIES (407 836-7014 TELEPHONE: SPRINT (407) 814-5334 SEWER: ORANGE COUNTY PUBLIC UTILITIES 407) 836-7014 CABLE TV: TIME -WARNER COMMUNICATIONS, INC. 407) 532-8511 RECLAIMED WATER: CITY OF OCOEE (407) 905-3100 8. FOR ORANGE COUNTY WATER AND SANITARY SEWER DETAILS, SEE SHEET 18 OF 23. 9. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER, AND PROJECT ENGINEER. 10. SANITARY SEWER LATERALS MUST BE AT A DEPTH OF 3 FEET (MINIMUM) NOT EXCEED 6 FEET AT THE CURB FOR ALL LOTS. 11. HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600 OR M23 AS APPLICABLE. 12. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 13. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE WATER MAIN SHALL BE 20 LF OF DUCTILE IRON PIPE CENTERED ON THE POINT OF CROSSING. 14. WATER MAINS AND STORM SEWER MAINS ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCE. IF THE HORIZONTAL SEPARATION IS LESS THAN 10', THE WATER MAIN SHALL BE AWWA C150/C151 DUCTILE IRON IN THOSE LOCATIONS. THE CONTRACTOR IS TO DEFLECT WATER MAINS AROUND DRAINAGE STRUCTURES TO AVOID CONFLICTS. 15. P.V.C. WATER MAINS SHALL BE C-900, DR 18 AS SPECIFIED IN THE ORANGE COUNTY STANDARDS FOR WATER MAIN CONSTRUCTION. 16. CONTRACTOR SHALL MAINTAIN MINIMUM 3' COVER OVER WATER MAINS, SANITARY SEWER GRAVITY MAINS, AND RECLAIMED WATER MAINS. 17. SANITARY SEWER GRAVITY MAINS SHALL BE SDR 35 PVC. 18. P.V.C. WATER PIPES MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 19. ALL DUCTILE IRON PIPES MUST BE IN ACCORDANCE WITH AWWA C160/C151. 20. AT SANITARY/STORM SEWER CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", UPGRADE THE SANITARY GRAVITY PIPE TO SDR 26 PVC. 21. ALL UTILITIES CONSTRUCTION CONNECTING TO THE OCPU SYSTEM SHALL CONFORM TO ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION. 22. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC UTILITIES CONSTRUCTION DEPARTMENT 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION PH. #836-7274. 23. AT WATER MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF THE VERTICAL SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 24. WATER AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL BE UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 25. AT SANITARY SEWER GRAVITY MAIN/RECLAIMED WATER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL SEPARATION DISTANCE OF 18" BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18", THE RECLAIMED WATER MAIN SHALL BE 20 LF, CENTERED ON THE POINT OF CROSSING, OF AWWA C900 DR 18 PVC AND PRESSURE TESTED. 26. SANITARY SEWER GRAVITY MAINS AND RECLAIMED WATER MAINS ARE TO HAVE A 5' (MIN.) HORIZONTAL SEPARATION DISTANCE MEASURED FROM CENTER TO CENTER (OR 3' INSIDE EDGE OF PIPE TO INSIDE EDGE OF PIPE). IF THE MINIMUM HORIZONTAL SEPARATION DISTANCE CANNOT BE MAINTAINED, THE RECLAIMED WATER MAIN SHALL UPGRADED TO AWWA C900 DR 18 PVC AND PRESSURE TESTED. 27. THE CONTRACTOR SHALL MAINTAIN A 3' MINIMUM DISTANCE FROM THE RIGHT-OF-WAY ' LINE TO THE WATER MAIN WHEN POSSIBLE. AT STORM STRUCTURES, THE CONTRAC' r( SHALL DEFLECT THE WATER MAIN AROUND THE STORM STRUCTURES TO MAINTAIN A 3' MINIMUM CLEARANCE WITH THE STORM STRUCTURES. 28. IN ACCORDANCE WITH ORANGE COUNTY'S RECLAIMED WATER STANDARDS (SECTION 24 OF THE MANUAL OF STANDARDS), ALL RESIDENTIAL LOTS SERVED BY RECLAIMED WATER SHALL AT A MINIMUM, PROVIDE AN APPROVED DOUBLE CHECK VALVE BACKFLOW ASSEMBLY AFTER THE POTABLE WATER METER TO BE LOCATED ON THE OWNER'S PROPERTY. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING ALL BACKFLOW ASSEMBLIES AND THE PROPERTY OWNER SHALL MAINTAIN THEM. Q29. WATER SERVICE PIPING SHALL BE ENDOT ENDOPURE 1" POLYETHELYNE TUBING CONFORMING TO SPECIFICATIONS IN AWWA C901. mr e r Z 000 0 00 C4 ul P t - Np z • o0 L�cm O F oc u') -tea o to e cc Q Z z CL � C U) L+ J • z - -J 0 w ¢ z ok a o -1 ur ss 0 4c In o P Q J N U -i Q W� mc w o 97 o> F_ Z w z } a o ~ w VS 0 :3 z � 0 0 L z Of Q ir - N M Ila M 0 0 ® 0 V) U NJ Z 000 0 00 C4 ul P t - Np z • o0 L�cm to M a oc u') -tea a to e cc v - Z z CL � C U) L+ 0 • z - -J 0 w ¢ � MEN ok a -1 ur ss 0 4c In o U NJ Z 0 00 C4 r P t - Np z • o0 L�cm o W oc ¢z to U. cc v - Z V_ cm C U) L+ 0 • - -J 0 La- � MEN ok a ur ss 0 4c W J cc P a NJ ,; . • IL IL Ca oc U. cc 0 1 - Cc Cc • • IF ur 0 CHECKED: TT DATE: MARCH, 2003 SCALE: NONE CAD NAME: FB3NOTES JOB #: !2604 SHEET #: OF 24 SHEET$ E c r U CE cY c I n i c Z U 4 c S r S 4 Cr 2+ GRAPHIC SCALE JO O 1UU LUU 400 at ( IN FEET ) 1 inch = 200 ft LAKE APOPKA 100 YR. ELEV. = 69.0' NORMAL WATER LEVEL = 63.7' o TRACT 'P' PARK/GAZEBO WATER AREA NOT INCLUDED IN TOTAL ACREAGE CALCULATION U� 126 t oma' Q� 125 ` - SOIL BORING LOCATION s > U, 6J E O Lal 2] Lot 24 Lot 27 Lol 24 Lol 26 tn! 25 Ln tul 28 Lot 25 SOIL TYPES OCANDLER, APOPKA SMYRNA POMELLO �,� TAVARES 3 8 ST. LUCIE 4, 7 TAVARES, MILLHOPPER O 4 Z SANIBEL WATER O SAMSULA, HONTOON, BASINGER s > U, 6J E O Lal 2] Lot 24 Lot 27 Lol 24 Lol 26 tn! 25 Ln tul 28 Lot 25 _ ZONED R-1 _ 3 RESIDENTIAL V) J L N I G Lo! 2] W24 a Lat 2] VLet '`� Lot 21z D L�otn25 Lot 26 McCOMCK liQLi// a- J C Lot 2M1 � Lot 25 2] lot 24 Lef 2H Lal 25 I— --�—� AB 12 Z0 00 00 LIFT STATION PAVED ACCESS TRACT 'C' 1 Pg� 4 2 a Xto y: 00 00 Q I 2 AB -7 et 4m AB -1 ' P P�`4��,L 43 LJ �.��\oC` C/) C -D (� 3 to z �� 46 44 S>�0 ccr 0N R6�� 4 4 9 e- PHASE 4.5 2 � 5 46 ~ 8 7 10 6 U .o li� 47 �RPC,�t B-11 11 TRACT 'H' I PARK ACCESS AB -2 13 12 48 15 14 53 52 51 50 49 / 16 � // 46 O 54 �, AB -8 -"\ 135 134 55 17 18 137 136 133 35 19 138 AB 10 124PO z / PG�pg� , 139 k. — — , 57132 140 PGS 4 1 132 20 �� 131 42 >- ZONED R-1 47 58 36 129 ��B-3 IB -2 123 RB- o — , — — RESIDENTIAL 33 128 — I ZONED R-1 ( 59 �� 37 126 47 ZONED R-1 RESIDENTIAL 32 las 4 125 NOT PLATTED 4 60 "<i 38 Q 31 21 127 IB -1 0. 3 - - w � I _ 117 �}AB 9 12 87 _ 47 /4 5 6 7 \ 61 i I 39 Ag -13 � i 22 118 9C- ' �T 6 gg 0 30 I F' O86 89 62 QPR� `` / 23 p 90 / \ SPG > 23 119 �� > 91 ( RB -3 �/- ' 29 Q 120 121 122 O Re` 92 93 4 97 98 99 G3 40 U 28 24 \ _ 4 PR 9 96 100 SB- 6 7 8 9 10 69 68 67 66 65 64 0 85 120 �Cr S 95 1 I -2 /TRACT 'N' 119 RB -10 \ 101 5 TRACT 'G AB 5-1 CONSERVATION 118 RB -9 \l �� I % — — B- 27 84 83 82 80 84 117 ?(- g 81 121 116 115 114 113 108 107 AB -3 AB -4 70 25 79 �' 4T 11 72 74 + 41 / A 7 71 102 AB -2 I / 50 86 RACT 'D' 110 � 83 72 122 y 112 , 0 4 I� 12 71 73 30 31 26 87 78 a RB -11 103 88 89 P 4 51 G 82 66 10 106 RB -1 � B-9 10 77 RB -5 73 111 13 11 32 Q 69 O 4% 105 104 ' l 29 ' S2 97 96 ' 63 TRACT 'F' I / 0 14 9 �' 95 94 93 90 76 RACT 12 v� 92 91 81 I PA RB -8 _ 'r AB -10 Z r 28 33 Z 2 TRACT 'K' ?� TR4CT GS RCT RB -12 ' rth v v U 53 75 80 9 S 67 I 62 61 - S TRACT 'C 1 15 8 v 13 II 27 6 34 3 54 8 74 ' 9 , 78 5t7_ / TRACT TRACT 'A a 01 0 iRB-6 RB- 47 / R' 1 F. cr 115 ' 77 TRAC 'G' — PARK 7 1426 F 35 $4 55 v 99 114 113 112 111 1 0 109 C.) 34 46 '�--_ SAB -3Q 73 76 60 52 48 TRACT 'D 16 $8 75 74 RB -13 45 30 3 p ,• 6 15 25 36 1 in I 56 100 47 72 29 51 50 ' v l 102 103 104 105 106 107 108 AB -5 �59 49 a4 0 8-18 ��,•.�` 5 16 �B-4 37 1 57 AB 1 AB -14 71 10 TRACT 'f' TRACT 'S' �� 28 — — TRACT 18 38 � WET RETENTION 58 RB -15 '---__ - % 4 17 58 — — 70 44 -- 43 1 �! — O57 35 36 / j O AB -11 2 19 3 23 + 513 68 69 ZONED A-1 18 a^ 39 � 60 6 62 �I 63 64 65 66 67 NOT PLATTEDi' �, ra 2 22 40 - — — — — — — -� I-- — 56 34 37 20 TRACT 'J' 46 AB -6 2 19 CONSERVATION/WETLANDS 1 RR -14 41 v U r / Q 4B O 55 33 /' J 25 � 21 1 20 21 SOILS 38 41 47 49 Q ZON A-1 LINE (TYP) 54 g 6 32 39 40 �`/ (� AB -8 24 AB- 42 � L— � I 4? TRACT C NOT LATTED 23 22 49 48 47 46 45 44 43 RACT 'V' _ — TRACT 'W' TRACT W ZONED R -1 -AA NO PLATTED PHASE 1 TRACT 'W' NOT PLATTED ZONED A-1 ACCESS ROAD TO BE CONSTRUCTED WITH New location of nest ® FINAL PHASE OF SUBDIVISION located 8-10-01 SOILS LINE (TYP) U 00 Z0 00 00 i a Xto y: 00 00 'p et 4m Z_ LJ ' C/) C -D (� to z �.i S>�0 ccr 0N CL WL4-J 4 n In t - .o Wcc o U Z0 00 00 i a y: 00 00 'p Qz Z_ to C/) C -D (� to z S>�0 ccr 0N WL4-J 4 n Wcc � r CHECKED: TT DATE: MARCH, 2003 SCALE: 1"-2®®' CAD NAME: FR3MASTER JOB #: 92604 SHEET #: Of: 24 SHEETS i • i • CHECKED: TT DATE: MARCH, 2003 SCALE: 1"-2®®' CAD NAME: FR3MASTER JOB #: 92604 SHEET #: Of: 24 SHEETS -�L -J �' J _ _ 1 __ 6 { / 31 STREET 'J' -----_.� I- -} (- -_ - - (- - - -I \ J FUTURE ACCESS-/ \ ROAD SHALL BE - r ffEST ECONSTRUCTED } } WITH THE FINAL �- - - -i r- - - -� 1 } - - -1 }- L - - _J L _2 I i 3 } I 4 I } PHASE OF THE I 1 �} } } } I } ��._` J L - - L _ _ J 1</1 7 }. CURVE TABLE CURVE LENGTH RADIUS C1 30.11' 390.00' C2 10.09' 350.00' C3 45.25' 205.00' C4 1 38.85' 25.00' C5 119.69' 175.00' C6 18.70' 1 276.25' SUBDIVISION C) I 22 } M } 21 } I 20 I I 19 - - - 4 ~ 11 -L -39--I z g !] �__ I } 18 �'` -- �- STREET 'J° - f -a 32a 4= Q 0 234.70' 500'42'14"W L _ / / 17 i -1 - r- r--_ \ \ } 8 I Pr - 110 1 700 100.26' 85.00' 49.43' 61 -J < i I I I I- - - --I I-- - \ \ L _ - - J I 49 r- - - -} I- - - -} - °6' 2x91 ` `/ / 1 G I TRACT 'A' I 15 1 1 14 1 1 1 1 1 I 0 10 S1 13 r - ` , I L �t26t1-- -� I ( } / \ `03 752,1Oh ` I PARK I ( } } 1 } { 12 I { 11 ( I ( 1 ! 2 1 3 / ss -,1 j L-- I L---1 } 11 I 1 9 , PC = ,+ L---� L-- -} f/ �1 ��\ 7°82' 204.18' SO'50'42"W L37 L -_J L___J L__ -J 0 I 1 0 o0 0 ?S I / �� 17.28 85.00' 85.00' 16.90' 32.66 L36 L 5 5 ro 48 co P 86.76' 85.05' ` J 48.28' - - - THE OAKS AT PARADISE 1 8 7g' / r - - - - I }-- -- - -) F_ - - -} (-_ 37.2s' } 1 Q } per Plat Book 18, Page 74 PT= 17+ �f _ F- 126.00 3 + b 731100 132+00 80 ) ` / 5 } } } } } U Q STREET N !� 133+00 \ j} 6 } 7 ( 8 1 9 } L___ J sf°: 130+001 \ p0 1 ~ sta: ttt+47. �� 75.44' 92.46'M �OiZ /2g �x 1 - - L - - I I - - "'N - } 10 71 } I 70 } r - - - , o I I o n� VALLEY tOg.65�' ` N\ ��4x o 87 ^�° I� _ J L_ ^x ui } 47 } ro o GUTTER - a - y 10 0 85.00' - 85.00' 85.00' 85.68' ---- - -1 L- - - -1 , 69 N}- 120.06 -} ei 20 1 g 18 r \ 44, iooR 135+00 136+00 137+00 Q 100'R 85.7 ' L33 } L - - - I 10' DRAIN. D }- ) - r p / TIZA{�.T C ^ 138+00 I of } O 'rn L __ _J L_ -J �v / > 69. 89, ^ '0 100'R - ( r--- 6 o I 46 } 0 - l 1 a a5.00' 85.00' - 85.00' ss 70' J STREET N' �' 00 06 f} } co rm*1 w I 100.10' 83.02' 77 08, \ \ �o ' / �� - - - - � - _ 85.85 P 3S i 6 8 (- 1 F o r r ` 444.08' - 39.65' Sg L31 - 20.08 o `v ( 1 REMOVE EXIST. 76' 3 \ \/ / O r POWER POLE j r 8 �8 , 1 6 } I I z I ( L___ J 'n �? _ � '89' REMOVE EXIST. 1 5 QQ 14 p 13 � � p !_ - - 1 [- P 11 7 as BY CONTRACTOI 3 PI I Y" 1 0 1 0 5 1" } 1 2 - EXIST. 10' FLORIDA - - I \ 28QWER POLE w ¢� 11', I } } 24' r - POWER CORP. ESMT o L}j \ 21 22 \ S S 6BY CONTRACTOR L - - L - - L - �� / 3 72 �o I } TD BE VACATED } ( \ - J // ?>9 sr 85.63 4.91' } } 1 } } 67 } { > \ 85.00' 85.00' 85.00' 80 89 '- I _ _ I 10' DRAIN. 8500 oxo S, + _ / gS 63.13' 85.00' 85.00' -*-� 85. - J_ � J 23 9 gq 85.00 '27.41 63.21 _ 5.85' 68.92' 77.62' Li \ / _ 1 - - - - I �9o.90' " 30.92 59.3289 - i - �� 115+00 0. 7S, %- . - O } \ I } I LF - - `� -i - I } 44 } �� ^� ABss °R a 24 0` I 25 I �,�26 } 27 ( Cv 28 , } 29 } 10ESMrIN. 9.03' 56.23' 28.34' \ - _ - - - I I - _ 1 I O 30 74 REMOVE EXIST. oo � ' -.1 L_ _f I- ` � � } � ,L } _ Site Benchmark # 2 POWER POLE � •ig3,6g= - � �2S' '� � '_ BY CONTRACT R - - -I r x0 SR N L I } F - Top of 1/2" Iron Rod Twrth GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. LINE TABLE LINE LENGTH BEARING L1 171.70' S89'13'07"E L2 76.79' N81'40'04"E L3 99.35' N66'56'26"E L4 131.17' N56'51'21"E L5 122.20' N46'31'48"E L6 96.48' N66'35'54"E L7 176.51' N14'40'26"W L8 129.61' N00'50'18"E L9 23.47' S59'27'36"W L10 91.59' N33'26'30"W L11 32.47' N45'09'11 "W L12 203.22' N27'32'03"E L13 30.12' N6227'57"W L14 50.00' S2732'03"W L15 19.42' N62'27'57"W L16 126.25' N27'32'03"E L17 73.92' S08'36'47"W L18 175.72' N84'33'33"W L19 50.00' N63'52'25"W L20 64.86' S50'16'19"E L21 156.88' S89'27'30"E L22 92.50' N00'32'30"E L23 142.30' S89'27'30"E L24 24.98' N00'50'42"E L25 50.00' S89'09'18"E L26 17.21' S00'50'42"W L27 120.00' S89'27'30"E L28 59.39' N00'50'42"E L29 18.29' N08'36'37"E L30 121.20' S89'27'30"E L31 30.05' N08'36'37"E L32 50.00' S81 *23'23"E L33 31.52' S083637"W L34 126.19' S89'09'18"E L35 37.28' S00'50'42"W 1_36 80 94' S0934'34"W L37 35.99' S06'26'15"W L38 50.00' S03'34'11 "W L39 132.14' S00'29'S8"W L40 1 18.43' S80'35'00E Twrth GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. 85.34 85.00 a F7 F_85.85' + +} } 2 185.04' L24 64 It I I 38 } 37 } 36 n 35 w 34 { 33 �' z a a - i r - - -I r - - -I F_ -- - -1 r-- - - -I r- -- - � -I- - - 15' WALL/FENCE, �r m SIDEWALK & LANDSCAPE-�- 11 39 } 0} 1�z I T i �� i .��'1Q t I2E� lob 32F �M I I,--_-_-� I! I I I I ! I } r EASEMENT } �- ss o- r !oW I oW 31 , 41 { 50' I 63 I } } 'v0', D AIN. -1 I< I - - - L { ( 6 2 I I 61 1 } 6 0 ' cn E MT� 20.83 32.98- _- ! I N Q I I } (i } } I } } I } } I 5 g I I 5 I I 5/ I I 5 / 32.56 6' 57.93' 45.66 9.49' 65.63' 85' 55'25' X86 , ' c 4 8.96 ss.8 ' �` J L _ _ J I I } / / \ TRACT 'C' . g T21A' w 37 3. 7' - �_._,_-r; 1-__ _ J L___J L__J i L__ -J L J Not Platted N 5.76' L22 _ - _ - I _ - 1 J \ \ /// \ LIFT STATION TRACT 'B' / J \ - - / 55 0.10 AC 12' UTIL. BUFFERS CONSERVATION AND / _ - N TRACT 'G' -� STREET '0- �\ \ n ESMT. DRAINAGE EASEMENT h ------___ � WETLAND 3.29 AC } - - \ \ \ / / i 5' UTIL, 25' WIDE _ _ \ \ / \ ESMT. UPLAND _ - G� -1 F _ F - F_ \ \ 54 P �, \ TRACT 'H' 20' UTIL. BUFFER } 40 i �� P�� PG i 39 1 1 38 } I 37 } } 3G J` / \ s� `, \ \\ �j, PARK ACCESS ESMT. ° 5 .49-1765 49.46 25 g4 3g 31 j V % j /� 0.04 AC 5' CONC. , } N O. 1 I } 25' VIDE } I } I / ZONED A-1 NOT PTbATTED 30.57 X5.46 61.42 go -"7 2 1 5p'5 18.49 60.67 4 16 4192 � UEL AND � _ `r \ SIDEWALK 6 �� 115' DR�tiN� 2i ( - } \ BY DEVELOPER I I oQ i ESMT. 6x51` 15.2 S33 l- BUFFER \ } �� } > ' �p. TRACT A I Z 9 �- P v Q '`") 20' DRAIN. 6�S A T D \ 20.31 z Q~ I 56 " J -I \ 53 sal 57 - f Z 55 ^ I 54 I g, -:A I ESMT. 1 \4568 �J A � � DRY RETENTION/RECREATIONAL PARK 15' WALL FENCE, I 53 s� 9.44 AC SIDEWALK & LHNDSCAPE 1 g_ w 52 1 51 ? TRACT 'F' POOL J T ___1 N L.- I I- M I / ONSERVA 10 L_ { EASEMENT J L _ - J L - F I �. % o/ / CONSERVATION AND \ / 73.42' 75.00' - i Lt.: 90+00= L 1`� / oe°,� 1 DRAINAGE EASEMENT 10' DRAIN. 1 75.00' sta: 31+"26:3 L - J J / 0 ----F--75'-79D6 / 50 25' 1.52 ACESMT. A' 59 �t+I_� 33+00 75.00' , I 52 I( 4 07• TRACT N - 32+0� 31+0o STRE \ \ / a o - L - 9 Oo' ^p0 a 5.72 75.00' I T P 30+00 58.89 �/ 0 2x, T- { - - 1 4 75.00' `rp h 1808 OJ 25'R '�� c� / I m C I I w sp 2 45.25. v 7 I I} F- I < I 6 0 1 / I I i- VALLY L� S5 96' R / / /- t } } } r- I 1 I rn I 51 I c i I 1 GU7R 27 /! } { I 3+ 101 I 100 j 99 I 24' r a � // 28 i} 29 } I 30 } I 31 11 1 1 1 I i I 35 I o L - - i J �B L II 9 RgII 98 I I 97 I �\ \ / } } } I I ► I 3� -130 02` o { o I\ I -- 5 `JFI rn ro 1 10' DRAT I \ \ I , IL- - J I \r°I i 1 1 I I W ESMT. N. I �- I-- 1 I I I 50 1 2ESMT.L61 -I IL _ _ J L P0P.kSTj8RjM)KEj' ¢ l O N \ I I 9 I } I 90.22' 75.58' G1- I - -17955 - in I I 1 26 / /� 2j'%? -v _ _ - _TP3S- _ _I 2 Q o I Q I S o I N M 96 1/ /\ �`o N STREET P s ��o } SA �-- o � 102 _ \ I - _/ / '7 - - _ o 0 I 62 - I� 1 � ^ } 115 // ^ 73 1 ((� - 1 , v 49 15' WALL/FENCE, f } } L- - 161.61 - J L _ _/ " < �I -Lim / 25 / ' I ' - r ' a0 \ z SIDEWALK &LANDSCAPE /r - r - \ EASEMENT OD L _13QOti- J I - - - - - -I _ i50.T8` _ u"i l e ` ` rn N /l 4: ! } } } } �I I ( I r*t I 20 ' It�l`10' DRAAII'N. `\ , \ \ / // n \ \ 0 C- cJn I } o W° ' �' \ \ / w 24 22 21 rn ESMT. T w n o I t W O r o o \ % / / } I �' } I / j \ \ -- -- d w �► I al u _+ �o I 103 I L6 114 M 95 `' ` ��' \ �� L } 23 11} DRAIN. _� 1 J < 1 -I r- _ 63 m o o n I I o I �� O r p ESMT. I L �g=J 48 I- 2. Il • y� iTl p to p1 o o GJ 86 } I } 3� n \ J �a i L•/• / / \ \ ' } } EMT. 10' DRAIN. ,_ 7J i$8.5fr = L-14= - P s3+ - t53.25` - -� M �\ �F6 / oov 4 / \ } } / v , g n 24 i < \ \ \ ' 47 � i 46 i i 45 j i 44 43 [r 2 ESMT. -13601 �---- f \ \ I _ �' ` \ c� \ \\ I - m _ _ _ _ r0' DRAIN. \ \ / ^o 00 00 / \ - - 1 �a _ v w t \ 1 S?a \ I 20' DRAIN. I 104 } o oto C� } ( o 0 1 I w o ESML \ J yti �' �. 9 5 �, rn 1 40 \ % S, \ L _ _ _I L - -- _J L - - L I I ESMT. I I I I o } 113 o 1 94 M I 5 ' /�! �5 / \ W 116 ,' o-' �'- 6 4 I o w I - J 1 87 / L ` \ / \ sta: 72+�0� / / \ \ 1-55.39 t- L _ _ \ 85\ J o -146 00 ' oo U 1'43.02- I- -136 01 I o I i- -k1- \ \ �3 �Q• VALLEY h �o \ \ sl / n 200'R _ - S� a n 117 �,' 9 17 > STREET �_--� r--- 1 ` s / �� o TRACT G 2oo'R - -i ifl °i /•. �x \ O:� h• .� / � .GUTTER h 50' Ln o } o { o I �. 1 00 ?s > �4 /y e. �� / \ > 5 6 139 { 0 105 112 �� 1 x \ ' / 6�' g s* 65 } o o I J } ( �I I� 93 __ C I 88 y 84 1-52.28` _ } i Ito' DRAIN. I cv� / \' ` 118 �� xoo a�� e �� \ �5�1 \ u / 16 J 1'46 00= --1 I- -tag g2 - -� ESMT. I of v� f� % 66. 8 25'R >� S. ` / 20 DRAIN. -1 I--Y36fl0- f- - - - ' -i - I- ! co N/(V l l \ �rn �.\ _jg % xot�j 138 \ / I I I I I I F ESMT. - - } 1- ^ 28 B3 / "�c1 ` 47 mow/ / F �R ' / o �\ s �'F` \ / 1 6 I I 5 I I 4 } I o w I 106 0 ( I o o m r - % l ��. / S(,Talp \ ��/ yh/ 109 / \ sig \ °�/ d \ / / / ' I 3 2 I I o { 111 } 92 7 0! 83 / x x\\ / I l I I I I I I I 1 66 I I ! } 20.95/ 119 l } o n � � r o � 'L �` O• o } 50' 1 N 89 I rn o 1 ��0 0 0 \ 1 28 O / \ x' \/r o_- 1- 1282 J n N /� S \ d > ^ x \ \ \Z l \o - -1 J [_ � � �. o o � �, o R 137 � o 'I 5 - `'' J P 49+8 = _ l rn L 2 , cV / ryh �� \ O /�,5 0 9 ° \ 9 Z ?� _ Co I- t_ _ t2so= �.. \ �''/ F a\ o\ r J j cn 1 107 } ri 'oo } I <3 La1 0o I 124:80' N 1`1 ti �. R �? �. Q'L F } I_ �/ { I v o I 110 91 d} 1 - o/ �roo // °� h^i % p Pa \\ \, / �1 j 9j\ / . sS t� / ��=/--� \ I 0 x Stuart St. (dirt) 0) } N V ISummer Haven Ln. (asphalt) ro r_T - r N z1 aN, (Q 0 }EXIST. 10' FLORIDA E T 85.08 85. - a 85.00 - '^ 85.00' ^ 91.32' � --_ I `-•--- - � � - - � O } I I I 65 } ,=�A 6 53'5205' 0 En I I I 42 } N POWER CORP. TO BE VACATED ?68 % p 6+00 I R 119+00 I- 120+00 'F� 1---r- X0.90' 121+00 - I 122+00 90.20' L2 `0 { } I Eand levation } ® XIST. I 43 I �' ( } 41 } 40 34 8 c�� TR r CTC h 00'R o ,n 123+00 �� L - - - 10' DRAIN. z -.- ESMT. / U. 0) L_ _ _ -1 1 _ _ _ 69.55'+ - 85.0 85.00' 85.00' 85.06' ^ 85.85 ,M 100' m -� STREEI 'Nl' r a } w z¢ c� Ill a z CLM 10 85.34 85.00 a F7 F_85.85' + +} } 2 185.04' L24 64 It I I 38 } 37 } 36 n 35 w 34 { 33 �' z a a - i r - - -I r - - -I F_ -- - -1 r-- - - -I r- -- - � -I- - - 15' WALL/FENCE, �r m SIDEWALK & LANDSCAPE-�- 11 39 } 0} 1�z I T i �� i .��'1Q t I2E� lob 32F �M I I,--_-_-� I! I I I I ! I } r EASEMENT } �- ss o- r !oW I oW 31 , 41 { 50' I 63 I } } 'v0', D AIN. -1 I< I - - - L { ( 6 2 I I 61 1 } 6 0 ' cn E MT� 20.83 32.98- _- ! I N Q I I } (i } } I } } I } } I 5 g I I 5 I I 5/ I I 5 / 32.56 6' 57.93' 45.66 9.49' 65.63' 85' 55'25' X86 , ' c 4 8.96 ss.8 ' �` J L _ _ J I I } / / \ TRACT 'C' . g T21A' w 37 3. 7' - �_._,_-r; 1-__ _ J L___J L__J i L__ -J L J Not Platted N 5.76' L22 _ - _ - I _ - 1 J \ \ /// \ LIFT STATION TRACT 'B' / J \ - - / 55 0.10 AC 12' UTIL. BUFFERS CONSERVATION AND / _ - N TRACT 'G' -� STREET '0- �\ \ n ESMT. DRAINAGE EASEMENT h ------___ � WETLAND 3.29 AC } - - \ \ \ / / i 5' UTIL, 25' WIDE _ _ \ \ / \ ESMT. UPLAND _ - G� -1 F _ F - F_ \ \ 54 P �, \ TRACT 'H' 20' UTIL. BUFFER } 40 i �� P�� PG i 39 1 1 38 } I 37 } } 3G J` / \ s� `, \ \\ �j, PARK ACCESS ESMT. ° 5 .49-1765 49.46 25 g4 3g 31 j V % j /� 0.04 AC 5' CONC. , } N O. 1 I } 25' VIDE } I } I / ZONED A-1 NOT PTbATTED 30.57 X5.46 61.42 go -"7 2 1 5p'5 18.49 60.67 4 16 4192 � UEL AND � _ `r \ SIDEWALK 6 �� 115' DR�tiN� 2i ( - } \ BY DEVELOPER I I oQ i ESMT. 6x51` 15.2 S33 l- BUFFER \ } �� } > ' �p. TRACT A I Z 9 �- P v Q '`") 20' DRAIN. 6�S A T D \ 20.31 z Q~ I 56 " J -I \ 53 sal 57 - f Z 55 ^ I 54 I g, -:A I ESMT. 1 \4568 �J A � � DRY RETENTION/RECREATIONAL PARK 15' WALL FENCE, I 53 s� 9.44 AC SIDEWALK & LHNDSCAPE 1 g_ w 52 1 51 ? TRACT 'F' POOL J T ___1 N L.- I I- M I / ONSERVA 10 L_ { EASEMENT J L _ - J L - F I �. % o/ / CONSERVATION AND \ / 73.42' 75.00' - i Lt.: 90+00= L 1`� / oe°,� 1 DRAINAGE EASEMENT 10' DRAIN. 1 75.00' sta: 31+"26:3 L - J J / 0 ----F--75'-79D6 / 50 25' 1.52 ACESMT. A' 59 �t+I_� 33+00 75.00' , I 52 I( 4 07• TRACT N - 32+0� 31+0o STRE \ \ / a o - L - 9 Oo' ^p0 a 5.72 75.00' I T P 30+00 58.89 �/ 0 2x, T- { - - 1 4 75.00' `rp h 1808 OJ 25'R '�� c� / I m C I I w sp 2 45.25. v 7 I I} F- I < I 6 0 1 / I I i- VALLY L� S5 96' R / / /- t } } } r- I 1 I rn I 51 I c i I 1 GU7R 27 /! } { I 3+ 101 I 100 j 99 I 24' r a � // 28 i} 29 } I 30 } I 31 11 1 1 1 I i I 35 I o L - - i J �B L II 9 RgII 98 I I 97 I �\ \ / } } } I I ► I 3� -130 02` o { o I\ I -- 5 `JFI rn ro 1 10' DRAT I \ \ I , IL- - J I \r°I i 1 1 I I W ESMT. N. I �- I-- 1 I I I 50 1 2ESMT.L61 -I IL _ _ J L P0P.kSTj8RjM)KEj' ¢ l O N \ I I 9 I } I 90.22' 75.58' G1- I - -17955 - in I I 1 26 / /� 2j'%? -v _ _ - _TP3S- _ _I 2 Q o I Q I S o I N M 96 1/ /\ �`o N STREET P s ��o } SA �-- o � 102 _ \ I - _/ / '7 - - _ o 0 I 62 - I� 1 � ^ } 115 // ^ 73 1 ((� - 1 , v 49 15' WALL/FENCE, f } } L- - 161.61 - J L _ _/ " < �I -Lim / 25 / ' I ' - r ' a0 \ z SIDEWALK &LANDSCAPE /r - r - \ EASEMENT OD L _13QOti- J I - - - - - -I _ i50.T8` _ u"i l e ` ` rn N /l 4: ! } } } } �I I ( I r*t I 20 ' It�l`10' DRAAII'N. `\ , \ \ / // n \ \ 0 C- cJn I } o W° ' �' \ \ / w 24 22 21 rn ESMT. T w n o I t W O r o o \ % / / } I �' } I / j \ \ -- -- d w �► I al u _+ �o I 103 I L6 114 M 95 `' ` ��' \ �� L } 23 11} DRAIN. _� 1 J < 1 -I r- _ 63 m o o n I I o I �� O r p ESMT. I L �g=J 48 I- 2. Il • y� iTl p to p1 o o GJ 86 } I } 3� n \ J �a i L•/• / / \ \ ' } } EMT. 10' DRAIN. ,_ 7J i$8.5fr = L-14= - P s3+ - t53.25` - -� M �\ �F6 / oov 4 / \ } } / v , g n 24 i < \ \ \ ' 47 � i 46 i i 45 j i 44 43 [r 2 ESMT. -13601 �---- f \ \ I _ �' ` \ c� \ \\ I - m _ _ _ _ r0' DRAIN. \ \ / ^o 00 00 / \ - - 1 �a _ v w t \ 1 S?a \ I 20' DRAIN. I 104 } o oto C� } ( o 0 1 I w o ESML \ J yti �' �. 9 5 �, rn 1 40 \ % S, \ L _ _ _I L - -- _J L - - L I I ESMT. I I I I o } 113 o 1 94 M I 5 ' /�! �5 / \ W 116 ,' o-' �'- 6 4 I o w I - J 1 87 / L ` \ / \ sta: 72+�0� / / \ \ 1-55.39 t- L _ _ \ 85\ J o -146 00 ' oo U 1'43.02- I- -136 01 I o I i- -k1- \ \ �3 �Q• VALLEY h �o \ \ sl / n 200'R _ - S� a n 117 �,' 9 17 > STREET �_--� r--- 1 ` s / �� o TRACT G 2oo'R - -i ifl °i /•. �x \ O:� h• .� / � .GUTTER h 50' Ln o } o { o I �. 1 00 ?s > �4 /y e. �� / \ > 5 6 139 { 0 105 112 �� 1 x \ ' / 6�' g s* 65 } o o I J } ( �I I� 93 __ C I 88 y 84 1-52.28` _ } i Ito' DRAIN. I cv� / \' ` 118 �� xoo a�� e �� \ �5�1 \ u / 16 J 1'46 00= --1 I- -tag g2 - -� ESMT. I of v� f� % 66. 8 25'R >� S. ` / 20 DRAIN. -1 I--Y36fl0- f- - - - ' -i - I- ! co N/(V l l \ �rn �.\ _jg % xot�j 138 \ / I I I I I I F ESMT. - - } 1- ^ 28 B3 / "�c1 ` 47 mow/ / F �R ' / o �\ s �'F` \ / 1 6 I I 5 I I 4 } I o w I 106 0 ( I o o m r - % l ��. / S(,Talp \ ��/ yh/ 109 / \ sig \ °�/ d \ / / / ' I 3 2 I I o { 111 } 92 7 0! 83 / x x\\ / I l I I I I I I I 1 66 I I ! } 20.95/ 119 l } o n � � r o � 'L �` O• o } 50' 1 N 89 I rn o 1 ��0 0 0 \ 1 28 O / \ x' \/r o_- 1- 1282 J n N /� S \ d > ^ x \ \ \Z l \o - -1 J [_ � � �. o o � �, o R 137 � o 'I 5 - `'' J P 49+8 = _ l rn L 2 , cV / ryh �� \ O /�,5 0 9 ° \ 9 Z ?� _ Co I- t_ _ t2so= �.. \ �''/ F a\ o\ r J j cn 1 107 } ri 'oo } I <3 La1 0o I 124:80' N 1`1 ti �. R �? �. Q'L F } I_ �/ { I v o I 110 91 d} 1 - o/ �roo // °� h^i % p Pa \\ \, / �1 j 9j\ / . sS t� / ��=/--� \ I 0 x Stuart St. (dirt) 0) } N V ISummer Haven Ln. (asphalt) ro r_T - St. (dirt) `~ r N z1 aN, v 0 O O N a rr � '^ moo t✓ "71 a - 0 0 z O N � r 0 En E� �II3. N St. (dirt) `~ r N 60' V Ln. (asphalt) aN, v " M a rr � '^ moo t✓ "71 a - 0 0 z O it m r r 0 o 0 �II3. N z_ _o Qi to r 0 Glover Ln. (dirt) 0 67 $ I �) o ; }r } � M 9+3.2 82 FSR Nl 120 / i� o / �0 5� \o �� 129 `�, d°,' - f� 7 I xI I I I Ar ° � \ \ \ 1 L - r46.a6° - -' I- -13a oo= -� TRACT 'A' o } MT 1 N t l ; �/ / 127 ?s" \ ,�° \ ��a 6 sx \ 136 -138:6-P PARK � � �s5:24= -.J N �45:34--/ / / 5'� � ac�wv\ / o ° a. \. � ...•� c,� \ /,� �cc� \ ° I rn 1 I o o co 0.37 AC n� ,j -r- u ` / \ rn,� / - " / / \ EXIST. 30' ooCEA I 1 \ 108 0 } 109 1 t + L } 90 } o ti's SIGN } �' 35 1 Fs 130 h - \� \ N 0 0 o N NO PARKING' 1 1 -/ RAI N w \ // \ o / D o / �. / DRAIN. ESMT. 1 0 0 SIDEWALK BY o I MT. \ \ TO BE MODIFIED } - o s $1 } mI I.- 121 I 3 'NO PARKI 1 } / �o 68 ax \ o } } I } o DEVELOPER \ rn } 1` NO PARKING' v rn { l ?0 8 ri NO PARKING' ai PT = 3+ 5. I 1 SIGN o o s1 -bp: 45+a2ao= yo Q� } 1 o sIGN 126 \ 1 135 x s ? st6-97+4482 J oo` 5 a. \ -1SIGN J + } 16 13 7s+e0.s3 13 X49 s? \OP 60.17' - 115.00' L� ° SP 105.00' �$x �y L T328' ; 8a+45.o0 / ro' f" 76+32.38 1 _ L \ y� ,- - �, - - - -, RSS. , �6 , „ I - 'l 148 97'- -1'13' I I ©. 44+00 45+00� 00 46+00 �/ o ' rn N t o' .r _ 'S I m R5 �, r-, - - - - L. - - - R5s• r.-• - "` TRACT B x t \ O a3+00 N�fRACT'�I- + STREET 'U' -u' a7+oo '' 'NO EARKING'�1 w o I } a"�ry /r t -I ��J 131 ' ^vry } SNO NPARKINGQ, DRY RETENTION I° { 69 _ _ _ 25'R /, SIGN I 122 1 4 o I ` 1 r - - as / 5' CONC. I 67.40' 8T 9 80 02), / NO PARKING' i 9 / SIDEWALK { 75.00' 75.00' 75.00' 75.00' 74.80' 7g' S1 S6, �O9 ` 1 ) 43.18 SIGN 'NO PARKING' X4,3 , ��5� I 134 2'38 AC BY DEVELOPER _ _ 'NO PARKING' I I } \ _ _ _ VALLEY \ I 15' DRAIN. < 125 I SIGN / r - - r , ` t 10' DRAIN.) Imo_ 1 12 { / I x I- -I I- -I i_ _ _) (- lei -Iy �UaER_ -t t- - - -� i ,b } I ESMT. / , r _ _ \ ( I I. I �O,/ / 1 \\ \ ESMT. I ) ' '\ \ / ° Io I �/ / I \ S8 o a' } o / 15' WALL/FENCE. 70 / 71 I 72 } 73 I 74 } 75 I 76 } 77 } `� \ \ o I, / / 123 \' 1 } �I M I /'� / 132 I \`\R } ( / / \ \ SIDEWAFA EASEMENT SCAPE I x 78 1 79 \ \ J / i 124 \ �,0 IN { (� M 133 \ } / / I I J �I ✓/ / / rI rl rI r1 i t �I I � V.C / \ \ I / 11 10 5.81' 140.38' 120.47' ' . . . . 4.79 90.71 164.60 61.89' 169.17' 38.7 d 181.60' 203.35' I I ° 1033.65' N00'42'37"E 687.89' S00'46'53"W Z NKK A-1 WESTERN LT TACT ZONE -1--A Twin 30" RCP - MES East Inv. = 89.70' West Inv. = 89.45' r 0 N o N XIST. RO 60' V Ln. (asphalt) Q 6_ = Roilin'o " M a '^ moo r - 0 0 z O it m Q4Q 0 1-Z O �II3. � z_ _o Qi to r 0 `0 N CD N p ® XIST. 60' W 1 F Q 6_ = ZO " M a 1r U_ Z0 z z O L Q4Q 0 1-Z O � � z_ to ® �! z MJ U. 1- ONE z¢ c� Ill a z CLM 10 � W F- U) w z a 0 w w o W 1 C3 00 Q 6_ = ZO " M a 1r U_ Z0 a z O L Q4Q Z 1-Z O � � C3 cm ZO o°po 1r 1=1\ N Z0 a 40 O L Q4Q Z • • z_ to ® �! MJ U. 1- ONE Ill � cc CLM 10 F_ O_ Ln_ In co 0 I �D I 100 0) N In M V) d 17 Q U1 m d L 75 / CD ,,D 1-v m / UI 4 0 • • • • • F_ O_ Ln_ In co 0 I �D I 100 0) N In M V) d 17 Q U1 m d L 75 / CD ,,D 1-v m / UI 4 0 FUTURE ACCESS ROAD SHALL BE CONSTRUCTED WITH THE FINAL PHASE OF THE SUBDIVISION I EXIST. 10' FLORIDA' POWER CORP. ESMT TO BE VACATED REMOVE EXIS POWER POLE BY CONTRAC 5 11� 1 p� 6 \ 31 J tin x ! - UTILITY LEGEND Jj �j I�E�T E1 P I 2 3 4 I W FIRE HYDRANT ® SANITARY FLOW DIRECTION 7 II Z GRAPHIC SCALE 22 21 20 GATE VALVE ® MANHOLE 100 0 50 100 20o aoo EXIST. 6" 19 4 i I TEE 'U SANITARY SERVICE (DOUBLE) RECLAIM _ TIE TO EXIST. 188 I ® BLOW—OFF J SANITARY SERVICE (SINGLE) nimll (IN FEET TIE TO EXIST. 6" 0 8" WM VALVE 17 RECLAIM VALVE - D REDUCER I 90` BEND 1 inch = 100 ft. i6 15 — 466" PVC WM 8 PVC TRACT RPARK A 14 13 12 11 WATER SERVICE (DOUBLE) QA AIR RELEASE VALVE RECLAIM 1 2 3 9 } SAN MH#7 4 SAN MH#1 5 1 WATER SERVICE (SINGLE) ♦ RECLAIMED WATER SERVICE 48 WM 6 PVC I 5 10 + THE OAKS AT PARADISE 3 0 131+00 132+0 (` per Plat Book 18, Page 74 133*00 6 7 8 9 10 I _ 0 47 6" Pvc � CONNECT TO WM 6 PVC 71 70 0 �0O EXIST. S N MH TIE TO EXIST. N RECLAIM a 6VALVE EXIST. 6I WM I — " — 69 .44 20 19 SAN 8 P C 737+00 ,39+0o 18 135+00 STREET 'N' 736 00 I t i r- WM 8 PVC % , 6 46 17 SAN MH#8 — _ 1 + ° 140 Do —+ 141+D o i 6" PVC o r 6" PVC o RECLAIM O8 RECLAIM + REMOVE EXIST. 16 15 14 13 a 12 RE LAI�v1 VALVE RECLAIM R POLE NY BOin YWCONTRACTOR REMOVE EXIST. W �� 11 72 G 7 45 21 22 POWER POLE �� 73 SAN MH#2 EXIST. 10' FLORIDA BY CONTRACTOR �9 SAN MH#3 POWER CORP. ESMT o WM 8 PVC TO BE VACATED x 23 --- f - — — 715+00 FIR-- �4 — 25 26 27 66 44 ` ASSY. 28 29 30 f I ( W�rr `i �.jr 74 + RE,JID i x° 6" PVC o i WM 8 PVC TIE TO EXIST. 1 RECLAIM — 8" WM VALVE / c _ (� EXIST. a" wM o ► 65 42 41 8+00 , s+oo STRE T 'M 20+00 ,21+00 122+0o 40 — ' / 123+00 111 43 — — SAN 8 Pv ,z5+oo 4+00 0 SAN MH#5 SAN MH#8 6" PVC b ( ST RECLAIMTO o 6 4 EXIST. 6" — Z 35 aF EXISTECONCAN MH RECLAIM \ x Stuart St. (dirt) m u! 38 37 36 o (n 34 z TIE 0 EXIST. 6" 12" FORCEMAIN D W O W a 33 K¢ 32 ¢ RE AIM VALVE 39 0 BY COUNTY DRAIN. Z + oW b W o w 31 41 0 63 62 61 60 59 58 57 56 ° ESMT --cy o °r °r N IV O �g Not Platted/ TRACT 'B' I 19+00 ,a o 17+0o is+0o 5 00 74+ T-� 55 / CONSERVATION AND _ °p ' 9 / DRAINAGE EASEMENT 25WIDEUPLAND — r WETLAND 25' WIDE BUFFER WETLAND o LINE(TYP) UPLAND LINE (TYP) • BUFFER N —TRACT 'H' I ,\'E 54 x 0 N 40 �ePQ� 39 38 37 36 /�/ PARK ACCESS "�. 0 15ESMT.IN0 �� o \ ,o TRACT 'A' Summer Haven Ln. (asphalt) t z '� Z 20' DRAIN. P DRY RETENTION/RECREATIONAL PARK 57 56 -q D 55 ESMT. _ K 53 o58 o W 54 53 0 52 \ r TRACT 'F' Poci \ (° N51 \ CONSERVATION AND 1 _ 99 12" FORCEMAIN or rt s PVC DRAINAGE EASEMENT ror- j BY COUNTY N RECLAIM SAN MH#13 6" PVC 50 00 °azeeo LOT 9� J ° v 10' DRAIN. _ x ��1 -- `�`_ ESMT. I 59 / 3 RECLAIM o 0° ET 'P' 33+0o TIE TO EXIST. 6" $TR� RECLAIM VALVE �„// ,� --- �, F"'^•1 �� o0 32+00 o EXIST. 6" "�� SAN 8 PVC o 30y0p RECLAIM I l SAN MH#12 o I RAS1 WMBPVC WM 8PVC?x1NO 11E 51 ,9x 1 lY S160 SAN MH#11 CONNECT TO° 2 7 Fo_ o ( v II I ®{ 1 w rn 100 99 EXIST. SAN MH 28 - 31 �' S5 i< w�� '�'' 101 98 0 29 50 32 �� 34 -f # ��, � 1 WM 8 PVC 9q 6 PVC °+ 97 TIE TO EXIST. I \ c�0 p 99 Q RECLAIM WM 6 PVC 8" WM VALVE \ o � ZONED ¢ / 61 EXIST. 8" WM °O o n Rachel St. dirt �1 1 Y !_I tJ _rS — 6•. PVC ` — — — 1 _ 10' DRAIN. I zt ioo + RECLAIM 26 �y'Op '��-� 0 12" FORCEMAIN w ESMT. z oo - BY COUNTY + 96 25+00 24+00 i 23 Do 22+GO x n 1.,0 S 102 �0 115 N EXIST. 8" WM — d i — -- r� 49 ° NOT PLATT ED �� 62 I N '{ 2t VQ �_ L5 EXIST. 6" EXIST. 6" �\ o RECLAIM EXIST. 8" WM I RECLAIM I I L _A_._ � � 11 21 20I 19 \ " 63 + 103 114 0 95 86\ 21+ 23 2 18E WM VALVE o R CLAIM TO EXIST. TIE TO XVALVE ` 48 I d L co _ 0 0 SANMH#190 0 + TIE TO EXIST. 6" SAN MH#10 _ m TIE TO EXIST. ECLAIM VALVE 47 46 45 44 ' 42 ° rt 10' DRAIN. 8" WM VALVE ` ) ESMT. o 10' DRAIN. \ \ / CONNECT TO 6" PVC 140 \ 18 \ 43 ( ( / 41 r ESMT. y� EXIST. SAN MH RECLAIM °o I I 104 113 w 94 " 85 \ 1 64 87 CONNECT TO \ i 116 N SAN MH#22 W � - EXIST. SAN MH �� o + WM 8 PVC o \ 6y0p o 5+00 _ ' 4 00 3'x00 1 0 117 a x° 139 17 �I 0400 Glover Ln. (dirt) 2+00 105 �I 93 6" PVC y ( m ' 112 ' 88 40 RECLAIM 84 I 65 -a WM 6 PVC 10' DRAIN. �� 118 8�x°° ,�' 16 ! ~�'— x -i ESMT. � ,o• �� "�0 138 I ( T o FS Rq/ WM 8 PVC y s + 6 5 4 1 ,Z N 106 111 rn 92 WM 8 PVC 83 / 6" PVC ) 6" PVC RECLAIM \ I 1 00 `\ 1 1 9 / 01x RECLAIM 128 p. I 66 89 N SAN MH#17 \ 15 \ �� 137 SAN MH#18 1�4 LOQ \� SAN MH#24 WM 8 PVC 107 91 r �• 's 129 \-- 7 a + WM 8 PVC 110 0 82 s DRgI / / 120 \ o F o \ x rt 67 0 ESMT ^� x, 127 0� �. s��y / 136 I 1 N N 6" PVC TRACT 'A' WM 4 PVC m `16 F,S� '' `k / \ 1 4Ln RECLAIM Le PARK / 4" PVC Y oo SAN MH#21 1 0 ° RECLAIM RECLAIM VIM 6 PVC `� • 19' 130 N \ 12" FORCEMAIN , I SAN MH#9 90 121 ESMT IN' 4" PVC \ BY COUNTY CCC ail 108 109 81 ( I WM 4 PVC RECLAIM x' 68 3 8 ° x I Rollin'o Ln. (asphalt) ` a \ O SAN MH#2 126 135 13 I I oo \ AIR RE WM 8 PVC VALVE SASE WM 8 PVC / x ' 76+32.3 0 '' — — 84+4s.00 TRACT 'B' I goo 0 r o 4 +o0k,,44t00 STREET 'U' a5+oo as+oo 6�xg,° DRY RETENTIONI I ° ' ° 69 — — — — 47+0 122 80 131 1 9 i / 13494 1 I 6" PVC 6" PVC 15' DRAIN. 1 125 a - ! x " SAN MH#14 SAN MH#15 SAN MH#16 ESMT. � I ( SAN MH#20 � 12 I � RECLAIM RECLAIM ° / 70 ( 15' DRAIN. I I I I 71 72 73 74 75 76 77 78 79 123124 ESMT. 132 11 10 N I 133 II I ° I Twin 30" RCP - MES East Inv. = 89.70' West Inv. = 89.45' I 7n1\TES A-1 T1VWgTE 1�� r 'ZONE - - Fr7 cc cn ,; rn ILL 1- Q O w a: Fto O O W Ld t/7 Qz z c „t Z 0 10 U-) z7D ~ � 5 v L4 -J 0 0 1M I LU Ew U_ 0 LL1z z v uJ r o0 O N o !il Q C Ld F_ a J z Q N D w w a <f 4 00 cc cn ,; rn ILL 1- Q O w a: Fto O O W Ld t/7 Qz z c „t Z 10 U-) z7D ~ � 5 v L4 -J 0 0 1M I DRAWN: TT CHECKED: TT DATE: MARCH, 2002 SCALE: 199=1®®9 CAD NAME: F83UTIL JOB #: !24®4 SHEET #: ®F 24 SHEETS cc 11C ,; O(0100 ILL 1- Q O rj Fto O O W Qz Z 10 U-) z7D ® v L4 -J cc 1M I LU Ew U_ z v uJ r DRAWN: TT CHECKED: TT DATE: MARCH, 2002 SCALE: 199=1®®9 CAD NAME: F83UTIL JOB #: !24®4 SHEET #: ®F 24 SHEETS cc 11C ,; ILL rj • DRAWN: TT CHECKED: TT DATE: MARCH, 2002 SCALE: 199=1®®9 CAD NAME: F83UTIL JOB #: !24®4 SHEET #: ®F 24 SHEETS cc 11C ,; ILL DRAWN: TT CHECKED: TT DATE: MARCH, 2002 SCALE: 199=1®®9 CAD NAME: F83UTIL JOB #: !24®4 SHEET #: ®F 24 SHEETS AFL RC CC WI PF Sl GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEETFORESTBROOKE PHASE 1' ) 1 inch = 60 ft. SEE SHEET.# 7 U cm Go Z -. Go f' C. NO toa' m 40 DO L4 -j cm F= - a Z :a IL V) V) CD ® L m® � =>.CM [-12 > LaJ � Z Q _ J � 0 5 0 ~ � U cm Z -. oOD f' C. NO m 40 DO L4 -j cm F= - a Z -7-;- IL V) V) CD ® L m® � =>.CM CC MENapft ,. V Z L4j.LIJ IC V. 0 O �4ftgm 10 DRAWN: TT -. f' C. ss: IL mr DRAWN: TT -. C. IL mr cc j s CC u. ,. DRAWN: TT SEE SHEE T 71 # 6 ONE i I r`- Arm• •• .• •• •G �• � •fit '�• :`�!► I _ f�l • • • �, • • ► • �� IIS '.�. . • :1 _ , ,, � , _� � � ■ �_ - •` `ice � I � - � • l.. J�. =rte■I�_ ��il►�� ■■ ��` �I�'i��►'�.i�� ..,,_?I■� --�`�, �.. (f F MW NEW a famm. INWAM m, FM IN as n , • 1 ,� ♦ • .. , .yam • � IFA, - - • ,- OWL Is al 010. `� •� '� E GRAPHIC SCALE w 0 30 60 120 24 mi I ( IN FEET ) 1 inch = 60 ft. 0 NEI IN8 I � � 51 i SI FENC _ /C ( IC I FF -138.3 101 9 9 a `e 3 5 i N 8 TYPE BTYPE A o R ° ( + �qai - T 2.3 YPE A � FF=13 . r i , , � � � 8 2 X30 31 32 33 � { `?° I Z, o TYPE A TYPE A g 2 \ \ 34110 9 10ESMT.IN. 1 1 I %� _ /' ��- J W 7 ,� �� \ �/ _ -col 00 TYPE B A� 150 c~n 00 ""` - - _ _ _ - _ __ 20+00 - > a MOD. zs 00 _ _,- �� ^�� L ° - �S w jui9° � �..2 � '�°♦ �A � - - � 1'S��/ / 96 � 10' D - 2'"+00 6 24i 00 23+00 vo . � _....• � __'"-----"� ,- -'-"" , J r° fi 102 I / o ESM+. \ \ I Q � / FFP -X139.5 o 6 1 FF=143.3 I 115 rn \ t_r� - - - - \`_ 90 B 1 c o FF 143.0 TYPE A , 1 �� FF=142.3 / MOD. \. \� i 9 2 1 49 0 I r T 15" RCP ' STR 21 '� I TYPE A PE I I I Z MODE °o 53 STR#L I � � , C INLET _ o A �� I � °. / l y � ��' � "' \ �U n � \ TOP = 1 .6 0 `� ( ?� '�° 7 RAIN. I 1 IN = �o I { TR#22 1 3 a 5 IE 6Y' I _ ► 1147 I I�^° MFTYPE A- - �\FF=143.7o / 'TYPE B/C \ 10 EXIST. \\ 48 12" MOD. 30" S EB xso 0 132 LF FF- 43.6 TYPE A 00.9 L - °' L - - - - -�� \ 1 0. � \ .� ` \� `O s � J \ � \ ,•'�, r� TIE E CI � IL o j ^ ^�, � m 104 4 I C.� L� � � � `' 24" STUB\ \\ \ AL a \ o, � FF -109.2 \ foo \ \ \ 10' DRAIN. 1 FF=144.3 113 5 ° \ TYPE \ ESMT I 64 ( TYPE A _ 4A I FF=145.0 FI 31.20 \� \ \ \ MOD. / SILT FENCE FF=14 .9 I TYPE A I �, . TYPE B ,��o �_,_. 8\ \ (TYPICAL) TYP B w - - - oo ,R m STR 30 MOD.TYP 2 FF 1.7 Q \ �\ D. 'A A + - - s' �\�MOD. H L ? O , - _ -1111 D. °. \ \ / `110 �^FF=,l S-4 °0 1 7 I . R ° i ° S1 #31 a � >° •°0 1 '\ � i � \ C \ � $° 13 9 \ 94.00 / ��. �5 � a° " 105 ' D' DRAT . h� \ / /�\ %\ \ \ J D. �# 99.0s 1 p . p \ _, 02.2 > ° 6 5 24 RCP I 1 112 _ 9 3 ESMT E C FF=144.6 (- to FF=144.9 `7 1 TYPE A FF=145.4 TYPE B TYPE A 8TYPE A/8 MOD. F=140.A2o L xo y \ 1 OD. ' \\ 17 _ o �0 1 94.00 g 2 I I o 121 ! ( ,71 O r -- �4' i�' i j tr%` FF- 02.7 p o s / ,� I 1 / \\ 11.5 G S 4 R�°°r 10 6 S , ^ o ° �� \ _ _ _ _ / \ 1 SM a� gs E �\ 6 I i i 111 °a MH 8 / \\ ,�, 9 FF=145.0 °' FF=14 1 15" RCP ( STR 19 TYPE A (> =a 4 FF=145.8 g ^ f o �f _ `i 9 / ' ' I LE = 6. 11\3 , \ - - -J s TYPE A/B _ \\__ �\ \ 1 TYPE I s L - TYPE A -j 'As I FF=14 .4 o O 0 T V. 12 .0 A �Q� 12 70 \TYP \ \ 1 5 �\ \� \\ Q FF 103. 1 �o TYPE A (_ \ , H \ \ 0 \\ Xo 1 so > o 'o I F=145.3 ( 10 1 TYPE A f - �yOjO � u' -1 D`Ory {_, ` �� - - - - 3.5 so ^� o ^ °11 �Ai > - _ S Q o' D `IN. 1 TR 0 M D110 1 . / �\ \ I'R I TYPE A g v~) FF=14 . 1 5" RCP I "j 3. 9 \ \ J/ = E4. ��\ 3r ,z I + TYPE A I S 4 x \ V \ - - 's i STR 36 S 37 �E C _ / \ 1 00 l \ M D. FF -103.8 `s L - sss # MOD. / L -EIA \ 121 D S 9 '°? s 2p TY -C ^14 � Ra M E C Ah D ,ry ( +RAC+ \ \ 94.00 Vol °lud � 1 PARD / / g o ST�2 4 MH#)I 8 _ 09 90 1 1 1 .. # 68 I \ FF -1 .0 I I i � ( .�� C INLET \ TYP A I F =146.2 I I/ 0 136.0 T � t FF=145.6 I \-1461 TYPE A FTYPE6A 1 1 \ 1 I IN = 128.9 1 I 30.4 1 L T °o ; 13 o O 1' DRAT w O 1 6. 1 4-g 1 TYPE A ( lg3sp k oD 1 �\ I �ti �.h \ F=14 3 ESMT. 1 FF -13 ° -- ---- o �r -__-- / ^ h \ TYPE 19 LF E q 13 .so 1 _ \ F=10 .2 / 1 o / ° 1 .2 ^° \ 1 13 MOD. ss 121 AD �3 \ > YYP C 1 o C i \ S #16 ( P A3 i 42 5 +4s.o s o °O 0 � - - 8° �, 0 2.50 �O ,R $ _ - - ---{ - - - - -� �3S S g S 1 l - � 4 o R MH 5 �r42 ? I- o S \?S \ o s \ 1 RCP 44+00 144.55 S �� 1 33 47+00 �A / O ' I 1 33.5 a" i \ 4 +00 - - I - i 45+00 46 00 STREET 'U' $ 8122 1 6 g \ 0 I / 142. , 1260 ° zs 142.55 FF 1403 7 0 A 11 I I I i 135.60 S° 1 FF=146.1 -\4�� A I FF 138. 134. o I TYPE A / SILT FENCE (TYPICAL) I / / \ \ 70 / TYPE 146.10 STR 17 ��N �Na ANN 1�N 74 1�N +x� ^ S 4 1 72 73 75 w 76 77 FF= 46.4 FF=146.4 J FF=146 7 FF=146.8 FF=146.8 FF=146.3 FF=145.7 E A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A -- -- -j L_---t- I -----J NO I -----{ 1h -----� oy ------� 1y i �-o ---_I 1 �N5 �.40 �Gj ^t6 C Z i _ � 2 I TYPE A I s / 2 1A 1 .90 W FF -135. 2 14 2 115' DRAT / / CYA 13 OpTYPE C S - -- - - - - - - \ STR#47 i ESMT. / / \ - 4 -- I \ \ \ 'P = 1140,0p' 78 1 I 9 \\ NV\= 1�6.0� , 12 1 1 4 FF=145.2 I 1 I \ \ i \� �/ FF=138. ' FF=13 TYPE A I I �E .1 \ " E A ' EAC \ \ \ 14 LF I L @ 2% t \ 12 Ad 7476 +� S S SO 0 O A° �p \ 9 o SILT FENCE ° o ICAL) ILT FENCE ( ZONED A-1 ICAL) \ r \WES-TE N B LTVVA vi IIIIIIIIIIIIIIIIIN m �7 zoco ib N t` V w 40 y0 00 Lcm J V) C.7 F _>�0 LTJ M U) 0 ". a9 0) be LL. 0 i! C Z i _ � W Z � UA cc V. 10 W � Q C� _z Q w W W U cm zoco ib N t` V a 40 y0 00 Lcm w V) C.7 F _>�0 LTJ M 0 ". a9 0) be LL. i! C Z i _ � W Z � UA cc V. 10 U cm zoco N t` V a 40 y0 00 Lcm QZW V) C.7 N _>�0 LTJ M 0 ". U 0) be LL. i2 MEM UA cc V. 10 i ••; ' m Its DRAWN: TT CHECKED: TT MARCH, MARCH, 2003 SCALE: 1"=6®' CAD NAME: FB2PAV2 JOB #: 926®4 SHEET #: OF 24 SHEETS __ 0 - co 0i 0 0 Cu ('') 0 I I c 0) cu C5 0_ c� v d S a / Ln m d 73 / �t- 0 cu m / Ln 0 / ••; ' m Its DRAWN: TT CHECKED: TT MARCH, MARCH, 2003 SCALE: 1"=6®' CAD NAME: FB2PAV2 JOB #: 926®4 SHEET #: OF 24 SHEETS __ 0 - co 0i 0 0 Cu ('') 0 I I c 0) cu C5 0_ c� v d S a / Ln m d 73 / �t- 0 cu m / Ln 0 / DRAWN: TT CHECKED: TT MARCH, MARCH, 2003 SCALE: 1"=6®' CAD NAME: FB2PAV2 JOB #: 926®4 SHEET #: OF 24 SHEETS __ 0 - co 0i 0 0 Cu ('') 0 I I c 0) cu C5 0_ c� v d S a / Ln m d 73 / �t- 0 cu m / Ln 0 / 4 12" RCP — MES _0 ZONED R-1South Inv. = 84.25' REBID ENTIAL Catch Basin > North Inv. 83.71' 1�� 0 Top Elev. = 89.45' C: U) Z I I _j I Inv, = 86.75' Un (D Lot 27 Lot 24 Q Lot 27 Lot 24 Q) Lot 27 Lot 24 > Lot 27 Lot 24 0 0 Lot 27 Lot 24 EXIST. TYPE W INLET E c- — 0 - TOP V) Lot 26 Lot 2- E Lot 26 Lot 25 Lot 26 Lot 25 FD Lot 27--_ INV. = 89.15(2-30-) Lot 26 Lot 25 0 Lot 26 Lot 25 INV. = 85.00(42") (/-) ... . ... ..... . x X . A 86 . .. .... C M EC —or rril_c k FENCE 15D r /-SILT x SILT FENCE I x x /-(TYPICAL) x x I YVIUAL) x 0— —0 E) G FJ 0 ______0 —1 4 -0— 0 8R--2— 0 —0- 8 0 90--, 84 84 CO 86- 0 T F-7 S -8 66— 1' Twin 30" RCP — ML_ 42" RCP — MES C D I r - I I I A n / 1 0 5 1 East Inv. = 89.70' Inv. 94.46' TRACT C, _L78'fi+ West Inv. = 89.45' 1 —7 co _7&- 7&z,— LIFT STATION 00 2 84 AY 80 82 XISf. 42" RMOVE & CP, ITERED END -41TER-ED E� IN . = 78.0 00 78,_ 00 .0D 10'x10' STONE SILT FENCE 00 N 0 0cq) RUBBLE RIP RAP 001 ` Y OND �"200 (TYPICAL) 1 0 0 0 0 (D 0 0VR OND\ Lo00I d- et 1) 00 co C) 00 CO— I-- EXPAND EXISTING -th. 43 ---7 B I I DRY POND #2 co Q0 3 Vo 00 00 I Q0 IB6 0) y'6zD SILT FENCE 0 (TYPICAL) Z_ 0 44 0 00 V 4 0 Cl\ d0�_ co 00 k 45 co Ido 5 ZONED R-1 -A 0) lb co co +t 1 co o 4, OD —16 6L / 00 78 80 ZONED R -0 60 0061+00 Q0 13 19 84 ------ cj 12 19 co 88 88 4-1 RESIDENTIAL -\17 1 92 14 GRAPHIC SCALE OO '48 60 0 30 60 120 240 �� \ -/ 60 00/ 15 ,j 4) —1 --A IN FEET CP 49 1 inch = 60 ft, 9� 0 q 00 10+00 i 8 Z, `j) t�k M o 35 1 U0 POOL 341 U0 CMM NQ� LJ 0 U < +Q)lo zz C) 36 (D 0 o U, 33 0 E: 5 37 NI n 32 116 )5 6 38 J Ll 1� T SEE SHE 7 ti C-3 cm 00 00 LO z 0 Z 00 000 94 r tl� < 0 L C4 . UA Cn 0c) cf-9 11— 0) Cq 00 a: L 4-J J < LLJ 77, im Z ju C-3 cm Cl) z 0 Z 00 000 94 r tl� < 0 L C4 . UA z 0c) 11— 0) Cq 00 C5 L 4-J < LLJ 77, Z ju <c L4.j cc Co => C_5 Wjj 44C 41C N cc 19 LL. MEN 11C W6 93 IC 0 to DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=60g CAD59=60 - CAD NAME: FBSPAV3 JOB #: SHEET #: 2F 24 SliEET3 0 Cl) z 0 4 z OC j Z ju DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=60g CAD59=60 - CAD NAME: FBSPAV3 JOB #: SHEET #: 2F 24 SliEET3 0 Cl) z 0 z OC CL Z ju 6 Co 44C 41C A cc z 11C W6 93 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=60g CAD59=60 - CAD NAME: FBSPAV3 JOB #: SHEET #: 2F 24 SliEET3 0 U co to t Nfl ui DO LTJ to W a' to c;' -D Q. CQ n: zz Uij� L.; L z � � GL. ONO _ �i i o o 2E t o Y U ii o00 t Nfl ui DO LTJ W Q Z z V� C to to zz Uij� L � GL. ONO _ �i i Z t Y uj J ccr , ii t DRAWN: TT CHECKED: TT DATE: MARCH, 2®06 SCALE: AS SHOWN CAD NAME: FR6PPI JOB #: 926®4 SHEET #: 9 An OF 24 SUEETS ^L I ` M M 0 Ri M O I I co m Q IZ co i co 0) Ln C5 S Q i Ln m s i d' 0 I'D cd m Ln O ii t • �i i t Y DRAWN: TT CHECKED: TT DATE: MARCH, 2®06 SCALE: AS SHOWN CAD NAME: FR6PPI JOB #: 926®4 SHEET #: 9 An OF 24 SUEETS ^L I ` M M 0 Ri M O I I co m Q IZ co i co 0) Ln C5 S Q i Ln m s i d' 0 I'D cd m Ln O r U t1! co Z 92604 o00 SHEET #: Qto ID 42 cn I_L_1 Q4 to �3 W to _Z a to zz cc uj: Jt>� ® N W i ENO � w /C6 5 0 0 � U t1! FBSPP2 Z 92604 o00 SHEET #: Qto ID coo �O I_L_1 Q4 <z to _Z to zz cc Jt>� ® N BSL i ENO � w lu CC E Q - m Lo 0 m 0 00 oj Q DRAWN: TT 0 CHECKED: TT DATE: MARCH, 2003 d SCALE: a AS SHOWN CAD NAME: FBSPP2 JOB #: 92604 SHEET #: 0 ID 10 cu rn / Ln 4 O 24 srmrs m rr T 00 o� Cm Pl, N 7711 c� M • cmZ LO z LJ Qm w J U� CD z w a_ �w _>�CM CL c. 40 (L w �;w U) U cc W W Z O � � uj j IC Of > W w Z J Q LJ O g- O a 0 O O o � j Li Qry •- N M M O M ao Q -:z, N M r, 00 Ucm co 00 o� Cm Pl, N 7711 � M • cmZ LO LJ Qm U� CD ® =77- a_ �w _>�CM c. w (—i_ MEN w ) _A U Z O � � Ucm o� Cm Pl, N 7711 O Op • cmZ i U� CD ® =77- P _>�CM (—i_ MEN w ) Z uj j IC n DRAWN: TT a a co m 0 cU m 0 0 m 75 �i Q n co i m n) U) d S Q 1-1 LA m d 75 tet' 0 I,D (U / U) 4 0 • s. i n DRAWN: TT a a co m 0 cU m 0 0 m 75 �i Q n co i m n) U) d S Q 1-1 LA m d 75 tet' 0 I,D (U / U) 4 0 DRAWN: TT a a co m 0 cU m 0 0 m 75 �i Q n co i m n) U) d S Q 1-1 LA m d 75 tet' 0 I,D (U / U) 4 0 Flo F- 0 z V) V) 0 h U Z ~ OQ LLI y n' W V a n v W CL V) F o o 03 an Lo F5 9 M f:«:) G 9 d Ci w d C x Q > � 2 6 W Grn ...1 5 n U z o00 C� No 0 z 00 w aZ zlaaaaaa 10 U") c�to I'mto F—.< 0 L4 -J to to lr-),Jmm 19 L -� z lu cct W mc mc 9L ® IL lu :w lu Ic ® 9L Idda oc Iddd W Lu mc W v ® Ic I I H -J Al DRAWN: TT CHECKED: TT DATE: MARCH, 2004 SCALE: AS SHOW CAD NAME: FR3PP4 JOB #: 224®4 SHEET #: OF 24 SHEET'S ;_ Q 0 N M 0 i ID I co m 75 d' Q n C0 i co n, Lo d S Q- i Ul m C5 L 75 i �r- 0 (U m Ln 0 0 U e® U') Q pop p, �® N L <-D L o DO W is QZ c.' A a: � vi w cc 0A ` 0 19 U_ a 16lims.� oc a J L4JaI w Q Q Z L4J O O F U e® Q pop p, �® N L <-D L o DO W is QZ Z A to Tm to cc 0A 0 19 U_ 16lims.� oc a L4JaI L4J Ul cc 0 10 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FB5P 6 JOB #: !26®4 SHEET #: of 24 sets E Q_ co Ln Q� O CU m O I I 00 m 75 U� Q a i co v d S Q / m d 75 / d - O I'D cU m Ln _Q O • is DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FB5P 6 JOB #: !26®4 SHEET #: of 24 sets E Q_ co Ln Q� O CU m O I I 00 m 75 U� Q a i co v d S Q / m d 75 / d - O I'D cU m Ln _Q O t / 0 24 EXIST. 6" RECLAIM i \ � 5 8 5 TIE TO EXIST. 6 DECLAIM VALVE CONNECT TO EXIST. 24" STUB STA: 52+10.04 OFF: 19.97RT C jCV STS 24 Ri ww J W e .tn A.D. _ -8.95 �-CONNECT TO EXIST. SAN MH STA: 52+10 / EXIST. 8" PVC CONNECT TO \ WATER MAIN \ EXIST. 8" WATER \ MAIN VALVE 00 25 86 RECLAIMED WATER MAIN NOT SHOWN ON PROFILE FOR CLARITY, MAINTAIN 3MINIMUM COVER. SCALE: 1"=40' HORIZ. 1 "=6' VERT. MAN STS 24 RCP 6" PVC RECLAIM STS MK8 STA ( 50+50� ' OFF: 17.5RT STS 15 I 80 Loo n',: HIGH POINT ELEV = 144.86 00 oq PVI STA = 50+65 to o� C jCV PVI ELEV = 140.87 ww J W m .tn A.D. _ -8.95 11 M a�Q`j 11 II K = 30.16 N�ZZ �o� 2 o ' CVoto I w w 270.00' VC 1� N o� w w ML w -O =�a 6 m > 6" PVC .moo �Q' E z RECLAIM 0 to U)FxZ 'I dONd' O d SAN MH#16 U ( a 'g22s STA: 48+23.52 2„ B 0 & 142.10 o OFF: 37.3RT WM 4 PVC 3' MIN \ > FROM ROW =W h- STS STR#37 9y 142.50 60 TYPE P-1 O STA: 49+12 Lu CC OFF: 17.5RT w zz U m = 22s 48+00 ®� S� S15 �-WM 8 PVC '99 ii ,280 WM 8 PVC STS MH#35 P -BOTTOM 8"x4" TEE STA: 48+23.52 4" GV, 8" GV �• OFF: 6.ORT -STS STR#36 9 s '^G SAE 49+12 TRACT A OFF: 17.5LT PARK WM 8 PVC 77 STS STR#3476 TYPE P-1 STA: 47+00 OFF: 17.5RT 6" PVC \ � RECLAIM SAN MH#15 K\ STA: 46+07 OFF: 6.ORT \ 576 \ x°o 9 0 1g4 33 \ \ 8"x6" TEE \ 6" GV 8" GV ah INSTALL RECLAIMED WATER ^� �44,RS MAIN BELOW POTABLE WATER MAIN AT CROSSING MAINTAIN 18" CLEARANCE WM 6 PVC a p ^xp ,B pis STAmm 44+50 TO 52+20 75 INSTALL RECLAIMED WATER MAIN ABOVE SANITARY MAIN AT CROSSING MAINTAIN 18" CLEARANCE 74 6" TEE 2-6" GV 6" PVC RECLAIM 73 � x° ` o �Rss AAS AIR RELEASE VALVE 6" PVC RECLAIM WM 8 PVC � v 109 GRAPHIC SCALE Loo n',: HIGH POINT ELEV = 144.86 00 oq PVI STA = 50+65 to u')p C jCV PVI ELEV = 140.87 ww J W m .tn A.D. _ -8.95 11 M n 11 II K = 30.16 N�ZZ '`� •> ' CVoto I w w 270.00' VC 1� N ' 100.00' VC w w ML w -O m > d4to 'pr j V) E z II U 0 to U)FxZ 'I dONd' O d o"t Ir�00 �M'- a NM 75 INSTALL RECLAIMED WATER MAIN ABOVE SANITARY MAIN AT CROSSING MAINTAIN 18" CLEARANCE 74 6" TEE 2-6" GV 6" PVC RECLAIM 73 � x° ` o �Rss AAS AIR RELEASE VALVE 6" PVC RECLAIM WM 8 PVC � v 109 GRAPHIC SCALE Loo n',: HIGH POINT ELEV = 144.86 CV n z to u')p II ww J W m w �m> 11 M UJw z 0 coto N N�ZZ + 00 t p LL -i Z CVoto 75 INSTALL RECLAIMED WATER MAIN ABOVE SANITARY MAIN AT CROSSING MAINTAIN 18" CLEARANCE 74 6" TEE 2-6" GV 6" PVC RECLAIM 73 � x° ` o �Rss AAS AIR RELEASE VALVE 6" PVC RECLAIM WM 8 PVC � v 109 GRAPHIC SCALE ( IN FEET) 1 inch = 40 ft. 99 1 40y cmo00 HIGH POINT ELEV = 144.86 z ��N a: HIGH POINT STA = 45+24.53 0 M PVI STA = 45+42.70 PN N J co 11 M PVI ELEV = 145.00 vi UJ— N�ZZ A.D. = -1.31 w LL -i Z m K = 76.47 + N 1� N ' 100.00' VC N z Wa ML w -O c%i d4to 'pr j V) II U s 0 U)FxZ m LIJ Ld J z p ( IN FEET) 1 inch = 40 ft. 99 1 40y V / T �ratuu 423+UU 47+00 e 46+00 45+00 150 132 126 120 114 DATUM ELEV 10,2.00 t r 0 cmo00 7F-— z ��N a: Lu 0 M II 11 PN N J co 11 M vi UJ— N�ZZ w w LL -i Z m a: + N 1� N rl N z Wa II it w -O c%i JiJ o00 V) w 35 II U s 0 U)FxZ ULA, Ld ONO p > > ww =W h- z O Lu CC � w zz co m a OC w N v > n �-'ww ��> ��Z z¢�>o PROPOSED Of W w to 0 fn rnw > o z F - cnmzz GRADE LINE W 0.42% [tdo00 o t- o. EXISTING 0 �> I E - = GRADE LINE o w - -w z = Lq 11 11 a z zT— w 0 W� 8 PVC I 8 QVC _ z -->: ®\ `° SA 8 PV tn. 00 a w� z z o --' W --- — - 737 -LF N zN�n33t �96� i �- lL, w oxxwwx z_ ,z o o a / 15 RCP 130 F ® 0.54% STS 15 RCP / 24 RCP 95 LF ®1.48% ST a 'nz / 137 LF 1 1.7 5 LF 0- ww. �? J J J w /$,� 1.14% ~ww STS 15 RCP 029 Z >-," RCP 11-11,SSS 24 5910 15 _— CONNECT TO EXIST.= G - NV. 11 .5�6 CONNECT TO EXIST. 8" �P WATER VALVE / TAIRCp� \S' • / I u�p NN o0p O r- rnM Lo N r7,� o d pp r•� �M aoco Ind �d 00 �t to to rn� �N Oi� N FN �� M V? co np vi ir)d o0 cod oaNO cost oaNO (04 pi _)M ?d h co. V / T �ratuu 423+UU 47+00 e 46+00 45+00 150 132 126 120 114 DATUM ELEV 10,2.00 t r 0 U cmo00 7F-— z 0 Ce PN N �D w �. _z L W w W Qz LL -i Z � a: Q rl N z Wa w a: � N k 0 s 0 ULA, Ld ONO 4 v z O Lu CC � w ? Q >ui OC w Of > o z F - o V) 0 o w 0 ®\ `° tn. 00 U cmo00 100 z Ce PN N �D �. _z L W w W Qz LL -i Z � a: rl N z Wa w a: � N k 0 s 0 U cmo00 z Ce PN N �D 0 O 0 _z L W W Qz LL -i Z � rl cc N ULA, ONO o� v Lu CC db rl DRAWN: TT E In 7t _o CU t� 0 I ,�D J co m 75 Q. Q co Q (4- m o, Ln d S Q / 01 0 C5 L 75 CD m 01 Y 0 m A ® Tr- Z co • r. • r( r� cq Lo 1 • i Lj 40 • • r' cl Is tMn E -T pV) W 10 .., O b' .I C- o 04 U Vi u.i MON U •' L4J W � W Z Z Q ( O Z O W j cc V. 0 O 0 O W w Z c J < Q x U H > Q d J 00 Z V 0 LL > W W a_ x N •- N i— PO \ O Lo 00 CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FRSPPT JOB #: 92604 SHEET #: OF 24 SMEEis E Q CP (U 61 m CD ID co Q) Zt 75 Q Q Q / Ul d S a / Ul CD C5 / �t- 0 N Q� O cq Z co • r. • r( r� cq Lo 1 • i Lj 40 • • r' cl Is tMn E -T W 10 .., b' .I C- o 04 Vi u.i MON •' L4J W Z ( L4J4c W j cc V. 0 O CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FRSPPT JOB #: 92604 SHEET #: OF 24 SMEEis E Q CP (U 61 m CD ID co Q) Zt 75 Q Q Q / Ul d S a / Ul CD C5 / �t- 0 N Q� O cq Z co • r. • r( r� cq 1 • i Lj 40 • • r' cl • �. 10 .., 1 C- o 04 j 400 MON •' L4J ( L4J4c W j cc V. 0 CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FRSPPT JOB #: 92604 SHEET #: OF 24 SMEEis E Q CP (U 61 m CD ID co Q) Zt 75 Q Q Q / Ul d S a / Ul CD C5 / �t- 0 N Q� O • r( r� 1 • i CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FRSPPT JOB #: 92604 SHEET #: OF 24 SMEEis E Q CP (U 61 m CD ID co Q) Zt 75 Q Q Q / Ul d S a / Ul CD C5 / �t- 0 N Q� O • ( ( CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOWN CAD NAME: FRSPPT JOB #: 92604 SHEET #: OF 24 SMEEis E Q CP (U 61 m CD ID co Q) Zt 75 Q Q Q / Ul d S a / Ul CD C5 / �t- 0 N Q� O W � � L ? uj C, v3 • i Z fl .1 0 oc) ¢ ¢ z 0 0 S U 00 U J z cn CD so OO 3 �0 r._ omma V F- C) VLli Z �i 0 4c j cc z O Q :s OO W W � cc J �S < 0 H � J U z °- ¢ w V r 0 0 > o of Q r N W � M U') 00 <0 Lo tLo M LA L ? uj C, v3 • i Z fl .1 0 oc) ¢ ¢ z 0 0 U !�1 • i Z 0 oc) • • • 00 U J Q Z cn CD so CM �0 r._ omma V �i 4c j cc T A CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOW CAD NAME: FB2PP JOB #: !26®4 SHEET #: I A gum )h" OF 24 SHEETS Q tJ� d' N co 0 i `D I m 75 c6 o- n Q m S v d S a / LA m d s / �I- 0 N Q� U) 0 O • i i • • • A CHECKED: TT DATE: MARCH, 2003 SCALE: AS SHOW CAD NAME: FB2PP JOB #: !26®4 SHEET #: I A gum )h" OF 24 SHEETS Q tJ� d' N co 0 i `D I m 75 c6 o- n Q m S v d S a / LA m d s / �I- 0 N Q� U) 0 O ME RECLAIMED WATER MAIN NOT SHOWN ON PROFILE FOR CLARITY, MAINTAIN 3' MINIMUM COVER. SCALE: 1"=40' HORIZ. 1 _6' VERT. STS 18 RCI 6" PVC - RECLAIM STREET 'R' SEE SHEET #16 STS MH#41 SAN MH#22 STA: 80+05.80 99t OFF: 12.3RT 80 8" TEE 2-8" GV STS 30 RCP �/ o 6" PVC cV RECLAIM oo. Ob. S� ST�F F Sy FT ;Q FFT 138 132 126 120 114 M O o rm rs O N 11 0) rn 11 = w II II F-108 �Wzzp <m>;>:>: tnRzzz 102 278 LF (E) ® 0.63% SAN 8 PVC 73 LF (W) 96 ® 2.19% SAN 8 PVC 90 DATUM ELEV 87.00 d' 0 0 Nwo 126 125 124 'D -4" PVC RECLAIM FRGMI ROW 80+00 81+00 82+00 83+00 84+00 123 122 �1 GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft. 99 1 409 160 >M - PVI STA = 82+91 =Www 000.- PVI ELEV = 126.00 w en A.D. _ -1.96 Lei I rn m K = 50.96 W x x 100.00' VC Lo 17 to 0 - Q Lo 0(o 000 t p,pn �� O t Rc (6N N it .— ^ N � II it II � II II M-Jzp �a- J M — (/) W ��o - �W_j Q�» 5 > N to W w u') (n x - - a IL p II II d N Ns� m 0 D_ O p 80+00 81+00 82+00 83+00 84+00 123 122 �1 GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft. 99 1 409 160 >M - --t-_ Ft =Www 000.- w en N< Lei I rn m jWW Q W x x Li.l Ta - Q u a: vm to® �» U V Rc n ~ Ad-> k o L7 o!-- n m m 0 LoC tf) Ld> L4J 0 z � 0 40.4 zco N t0 '- W cc 9 - 0 D_ O p Q < o -,6 = d II >�W NII��iI W (nW J w $oma �WzzX Lu o �� z i C14 z JV) J U MOM — — — Z I- Orn�c <00 V)r co II it II 11 00 JJJJ 8"x4" >o wwww REDUCER �� 000, N�zzz5. a 12" ADS •- cV (STR#49-STR#42) M 0 �(s 18 FtCp 35 LF 01.43% p� 1% STS 18 RCP vv JUJ -J (niW O+ O ci O Z Ld / IQ- 07 W GP 5 �G S1 o- a /$ ® 4 91% 45 2. i 35 LF CSD 3.71 % STS 15 RCP TEE INSTALL 20 LF C900 DR -18 PVC 68 LF ® 265% 5" SAN PIPE AT CROSSING--� STS 24 RCP WITH WATER & PRESSURE TEST O Lr) N Om r� OM O�—� O OM OOR co r,:N NN N I.- co N N N -M 80+00 81+00 82+00 83+00 84+00 123 122 �1 GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft. 99 1 409 160 >M - --t-_ Ft ;:I co w en N< Lei > o rn p O o 1-1 z z z Ta - Q u a: vm to® Z Rc n ~ =jam k o Emm2 0 w L4J 0 z 40.4 zco W cc 9 - 0 Q < >�W W � Qo UW_ JV) J U Z I- <00 V)r 00 >o a •- cV aIcago CHECKED: TT DATE: MARCH, 24®i SCALE: AS SHOWN CAD NAME: FB3PP9 92604 SHEET #: OF 24 SHEET$ Q M CLl 0 I ID I OD 0) 75 rn o- n co i m v d S n. i m s✓ C5 s 75 i 0 N 0 0 r ;:I co w en N< Lei e rn p O o 1-1 Qz z Ta z u a: vm to® Z Rc V. I =jam k s Emm2 0 0 CHECKED: TT DATE: MARCH, 24®i SCALE: AS SHOWN CAD NAME: FB3PP9 92604 SHEET #: OF 24 SHEET$ Q M CLl 0 I ID I OD 0) 75 rn o- n co i m v d S n. i m s✓ C5 s 75 i 0 N 0 0 r ;:I Z 4 00D0 v- N< Lei e p O o Qz z V) C5 vm to® Z Rc V. I =jam Emm2 a L4J 40.4 W cc 9 - 0 CHECKED: TT DATE: MARCH, 24®i SCALE: AS SHOWN CAD NAME: FB3PP9 92604 SHEET #: OF 24 SHEET$ Q M CLl 0 I ID I OD 0) 75 rn o- n co i m v d S n. i m s✓ C5 s 75 i 0 N 0 0 r ;:I ,r CHECKED: TT DATE: MARCH, 24®i SCALE: AS SHOWN CAD NAME: FB3PP9 92604 SHEET #: OF 24 SHEET$ Q M CLl 0 I ID I OD 0) 75 rn o- n co i m v d S n. i m s✓ C5 s 75 i 0 N 0 0 r CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES TRENCH WIDTH VARIES �3g"}pM�IN.) SEE TYPE BHING W/ SIZE OF PIPE W/ SIZE OF PIPE CROWN TRENCH 1N DETAIL FOR OTHER -CONCRETE CAST IRON FRAME 5 �- UNIMPROVED AREAS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). 3" MIN.j RESTORATION.) FINISHED GRADE- AND COVER WITH FINISHED GRADE SEE NOTE 8) 36" S4. ACCESS LID. EXISTING/ PIPE SIZE 17-1/4 / GROUT PROPO ENT 4' 6" 8" 10" 12' 16" 20' 24" 30" TO FINISHED GRADE SET TOP OF VALVE BOX �l 4 MAX. / FINISHED GRADE 90° BEND 21 29 37 CONCRETE COLLAR 4 Y C-4FINISHED GRADE Ifl UNPAVED AREAS ° co ° 45° BEND 9 12 15 EE DETAILS) \/\ ¢ Z 2" VALVE EYP. CAST IRON ° .„ ° ADJUSTABLE SCREW TYPE CONTRACTOR `%% SEE NOTE ��% �%% W JOINT FaLRPLASTIC ) VALVE BOX 22-1/2 BEND 4 6 7 �% �/i z ¢ 3' WALL MIN. 11-1 4 BEND 2 3 4 TO .END HERE SEE NOTE . COMMON FILL / AST IRON VALVE BOX \/ • \//\ . ' PIPE O:D. \//\/ N PIPE PLUG (TYP.) TOP SECTION (SEE NOTE i> ----2 PLUG OR BRANC 43 61 79 COMMON FILL 2 PORT WITH EXTENSION OF TEE SEE NOTE 2---` -2• LOCATE WIRE PIPE PIPE• O:D. /� �% T// �/% 2 NIPPLE " //�� /�\ /// /� 2" RESIDENT THREADED PLUG R�QUIRED /\ 12 (TrP.) / /�� SELECT -- WEDGE VALVE SEE NOTE 3 BOX SHALL REST ON 3.01 12" (TYP.) yam/ /�/� z T �/% /� COMMON z " GROUT 2" 90° BEND NOTES RESILIENT SEAT BEDDING ROCK NOT .. /\/ SELECT o �/ ///fir FILL o 0 2 NIPPLE M. J. GATE VALVE ON VALVE OR PIPE r COMMON o o SELECT COMMON-�/ , m z " o " 1. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS OTHERWISE AND SHALL BE Flu m z FILL �/ o°o°70-01�: 2 90 BEND •: 2 NIPPLE EARTH UNDISTURBED . /moi _%/ 0000 00°oOo �/� N 0 -�� INDICATED. WATER MAIN 0$ CENTERED ON BEDDING ROCK o �i . _ �/� FITTINGS AND 2 UNION 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO o00 0o OPERATING NUT /� -- OR RECLAIMED o 0 0 1. CONNECTION TO UNDER GROUND IRRIGATION SYSTEM. //� v cb° o°°o° o° �oop°oo° / PIPE FOR 2" BRASS PIPE OR GREATER THAN SHOWN IN THE TABLE. 2. LOCKABLE .CURB STOP WITH "CAUTION RECLAIMED WATER" TAG. SEE NOTE 3) �� /�/' PIPE BEDDING �/ O O O O O O O O /�' (SEE NOTE 8 & 9) //i jam ;///� UNDISTURBED EARTH B.P.V. SHALL 2" GATE VALVE ooOOoo 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. RECLAIM WATER CURB STOPS SHALL BE FORD B41 -344 -G -RW. E BRASS " " 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS �oo NOTES: NOTES: 8 x 16 REINFORCED 0 ° OF RESTRAINED JOINTS FROM OTHER , 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE " FITTINGS NEED NOT BE �o ° o o�o�o°o�0 0 " " "OFF". 6 BEDDING ROCK CONCRETE FOOTING. >000000�� 0 00 00000000ooc 3. CONTROL HANDLE -TURNS PRESSURE ON AND OFF . MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. SERVICE SADDLE RESTRAINED UNLESS OTHERWISE INDICATED. Popo o `bp°o opop°o o °0 0 opopo� 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ?s ao�oo o�?o� o� oo 00800 os o (ATTACH HANDLE WHEN REQUIRED FOR USE ONLY 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE NOTES: WASTEWATER PER SPECIFICATION ) MAXIMUM DENSITY AS PER AASHTO T-180. MAXIMUM DENSITY AS PER AASHTO T-180. " FORCE MAIN, SECTION 50.5.4 ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST 1. ABOVE DETAIL IS BASED ON 2 COMBINATION AIR VACUUM RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED 4. QUICK DISCONNECT DEVICE, FITS MODIFIED 5 8" OR 3 4" 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED % WATER MAIN, OR 6 BEDDING ROCK / / ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE BY THE COUNTY. RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY REUSE MAIN. BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: GARDEN HOSE. REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15' MAX. 12' MIN. FOR PIPE DIAMETER LESS THAN 24", FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE 4. (*): 15' MAX. '(12" MIN.) FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX 812" MIN. FOR PIPE DIAMETER 24" AND LARGER. DETERMINED BY THE ENGINEER AND APPROVED BY THE COUNTY WORKING PRESSURE 150 P.S.I.* 5. SERVICE CONNECTION IS CONTAINED IN A BOX LABELED AND 24' MAX. (12" MIN.) FOR PIPE DIAMETER 24' AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. SOIL DESIGNATION: SILT SAND # "RECLAIMED WATER" BOX LID IS LEVEL WITH THE GROUND. 5. WATER SHALL NOT BE PERMITTED iN THE TRENCH DURING �N. 6. ALL 'PPE TO -BE INSTALLED WITH BELL -FACING UPSTREAM TO THE PRIOR TO INSTALLATION. LAYING CONDITIONS: TYPE 2 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIREC11ON OF THE FLOW. 2. VALVE SHALL BE SUPPORTED TO VAULT WALL. NOTES: REUSE BOX SHALL IM HAVE A " WITH PURPLE COVER, DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING 3. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED s. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN 1. EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. LABELED "RECLAIMED WATER" WITH CAST IRON READER PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. LABELED "NON -POTABLE WATER" "DO NOT DRINK" 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. GRADE SHALL BE 4.0 FEET. OF 1.5. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH IN EXCAVATIONS. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE 6. RECLAIM WATER SERVICE TUBING SHALL BE 200 PSI, SDR9, 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE THAN 157, AND 6' MINIMUM FOR PIPE DIAMETER 16' AND LARGER. * TO BE COMPLETED BY THE ENGINEER. (ENDOT ENDOPURE). COLOR SHALL BE PURPLE. RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF 0 FFS ET AIR OR COMBINATION AIR/VACUUM REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN THE 7. RECLAIM WATER CORPORATION STOP SHALL BE FORD CONSTRUCTION SPECIFICATIONS. FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH RELEASE VALVE DETAIL FP1001-4-G. TYPE B BEDDING AND TRENCHING DETAIL SUITABLE FOUNDATION. (FIG.110) RESTRAINED PIPE TABLE. GATE VALVE AND BOX DETAIL i,1GG) TYPE A BEDDING AND TRENCHING DETAIL ( ,o+) (Flc. aoo) R.ECi��IM WATER SERVICE (FIG. 101) METALLIC LOCATING WIRE FINISHED GRADE TROWEL-FINISHED CONCRETE BENCHING �/ ��/� CORPORATION CURB STOP CORPORATION U -BRANCH STOP (1 MIN.) (SEE NOTE 3) STOP (1 MIN.) FITTING CONCRETE BASE SEE MANHOLE TEE (13%4/4" CONNECTION PRECAST MARK W� 24' x 24" x 6" // /�%r .0 1 �� DETAILS WAALL OLE -' BINE PAINTED CURB STOP LOCATE WIRE PIPE / INFLUENT SEWER z LOT NUMBERS z 2 EA. THICK CONC. PAD / SEE NOTE 2) EYP. EACH VALVE BOX. WC) ;/ OR WATER, WASTEWATER, /// 3" DIA. BRONZE DISC j/��r�/ � /�//� ; ANCHORED IN 9ONC. PAD #4 BARS ALL 3" DIA. BRONZE OQ 4 ° CONCRETE ENCASEMENT SET TOP OF VALVE BOX STAMP AS REQ D AAROUND DISC ANCHORED IN 5 F :.G, OF VERTICAL PIPE a TO FINISHED GRADE (SEE NOTE 1 METAWC LOCATING WIRE 6 ... CONC. PAD STAMP 1" MAX. INLET CONNECTION . (SEE NOTE 1) 3 3 INS UNPAVED AREAS . SIZE OF VALVE AS REQ D. � � DROP PIPE CONCRETE COLLAR TYPE OF VALVE ,; •• '.:• : " EE DETAIL AS REQUIRED ENDOT ENDOPURE E" OT ETHYLENE FINISHED GRADE ( ) ,'. • • 90° BEND " SINGLE METER BOX 1 POLYETHYLENE _ SERVICE � p 1 POLYETHYLENE TUBING BLUE W DOUBLE METER BOX MANHOLE FRAME &COVER ...° . , �- 2 TUBING BLUE W/ D WATER METIzR / AND WATER METER /��r�/% �'�`'•/�/%ice/�� DIRECTION & N0. f: `ter ..:.:.,. ( CO.) 4.:. • •. : • •:' ,� SEE STANDARD DETAIL °.:: W PROTECTION, OF TURNS TO :.::.. /1/�/� �// //� ///��/�//j�1� �/� ' : BY ORANGE W PRO CTION, ( ) SDR 9) (BY ORANGE OPEN ' :: '.• : co //�.�r��//i. /. �.,./Ti,�/.� /i,. //�.�r�/�r.1/. SET COVERS FLUSH IN '' :• .. •: SflR 9)/�/ VALVE BOX ""� PAVED AREAS & AT FRAMES BEDDED IN MORTAR� ADJUSTABLE SCREW TYPE :.... NOTES: ELEVATIONS SHOWN IN SINGLE SERVICE DOUBLE SERVICE CAST IRON VALVE BOX (ANNDP)COVER ` UNPAVED AREAS. ,� , STANDARD DROP DETAIL CORPORATION STOP SEE NOTE 2 WIRE (PNCE PIPE 1. ALL PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE 2 COURSES OF BRICK MIN. ' ' `• ' � '' ' ' • • ' ' ' `•' ' ' � ' �� (10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR 4 COURSES MAX. &FITTING BOX SHALL REST ON 2500 P.S.I. 1 AND SHALL BE TAPED TO TOP CENTERLINE OF THE PIPE. 1'-6" MIN. W (NORMALLY OPEN) BEDDING ROCK, NOT CONCRETE MIN. �"_ ANCHORS 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX 3 -0 MAX. M.J. PLUG VALVE 5" 2'-0" ¢ AWWA TYPE ON VALVE OR PIPE, AND BE CAPABLE OF EXTENDING 12 ABOVE TOP OF BOX IN SUCH A > TGE w� SDE WALL CC THREADS WASTEWATER AND SHALL BE MIN. TO METER BOX b c CENTERED ON MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. o PRE -PRIMED FORCE MAIN �o o UNIMPROVED CONDITION USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE EPDXY COAL TAR COATINGS v, c� JOINT SURFACES 'ASSEMBLY o0$ OPERATING NUT TOP FLUSH WITH TOP OF THE PIPE. PER SPECIFICATIONS 4'-0" 5" MIN.¢ it �-�Mm p� PDLL ��-ENDOT ENDOPURE o°p000ll FINISHED GRADE o JOINT. SURFACES rp��p�� lNI 1 POLYETHYLENE $$o�o °� 9" ASPHALT SURFACE oo v, WRAPPER PMANHOLE 30 - 45 M. UV` PROT'ECTION�/ go BENCHING PER SPECIFICATIONS " D o � ATO WALL SDR 9) ,000°�00000 0000 0°000°0°�0°00°�00o o°c PVC PIPE LOCATING WIRE DETAIL�> ) ��` 6 D000p0000000000po 000000o0oopo 04 REINFORCEMENT AND JOINT S�EIIE- ' R R�^^ ^� BASE DETAIL TO BE DESIGNED BY MIN. COMPLETED STAINLESS STEEL RAISED 1-1/2" LETTERS THE ENGINEER AND BY 8" MIN. u -our BAND WC WATER MAIN 6" BEDDING ROCK FLUSH WITH TOP OF COVER APPROVED BY THE 9.. COUNTY. �� II II , • , STAINLESS STEEL 4" x 4" x 18" LONG� : • ° ••.' ` PIPE CLAMP NOTES: ' RESILIENT 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION PACK JOINT ((MIN.) PRECAST POST � • COMPRESSION/ PACK BOX WITH 3' DIAMETER GE Co BEDDING ROCK 2" MIN. CONNECTOR (RUBBER BOOT) TYPE CONNECTIONS. AND COVER BRONZE DISC SET IN Q '('� 2. NO SERVICE LINE SHALL TERMINATE UNDER A - DRIVEWAY. (') GROUT AS SHOWN O / CAST -IN-PLACE PRECAST MONOLITHIC STANDARD PRECAST MANHOLE 3. ALL WATER SERVICE CONECTIONS SHALL TERMINATE AT THE IMPROVED CONDTITION ABOVE. CONCRETE BASE BASE PIPE CONNECTION SIDE PROPERTY LINE UNLESS OTHERWISE APPROVED BY THE NOTES: WATER DEPT. WHICH SHALL BE BURIED APPROXIMATELY 3' SANITARY 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. NOTES: NOTES: BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, y 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS 2' X 2' X 3' STAKE WITH THE TOP PAINTED BLUE AND MARKED COME UP TO i FOOT DEPTH BELOW FINISHED GRADE. AS REQUIRED BY THE COUNTY FOR CRITICAL OFFSITE VALVES. DATE OF INSTALLATION s� NOTES: " " THE INFLUENT SEWER. WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18' x 18' x 6' OR F P 1. MANHOLE SHOWN IS FOR SEWER SIZE 8 THRU 24 , SEE SECTION 20.4.3 OF THE 4. ALL WATER MAINS SHALL BE EITHER BLACK OR BLUE AND SHALL 21' ROUND X 6' WHEN THE BRONZE IDENTIFICATION DISC IS NOT REQUIRED �ORID 2 -NON PENETRATING MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT BE MARKED WITH EITHER A BLUE STAKE OR SERVICE BOX 3. VALVE COVERS WILL BE SQUARE ON TOP AND ROUND ON THE BOTTOM PICK HOLES 2. DROP CONNECTIONS ARE REQUIRED WHENEVER ''INVERT OF INFLUENT SEWER IS WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 5. WATER SERVICE PIPING SHALL BE ENDOT ENDOPURE V 4. LABEL TYPE AS WATER, SEWER, OR .REUSE 24" OR MORE ABOVE THE INVERT OF THE MANHOLE SEE MANHOLE POLYETHYLENE TUBING '(BLUE WITH UV PROTECTION, SDR 9) CONNECTION DETAILS. WITH CORPORATION STOPS. PLUG VALVE AND BOX DETAIL VALVE COLLAR DETAIL PLAN 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 6. POLYETHYLENE SERVICE LINES •MUST BE IN -ACCORDANCE (K 107) MANHOLE CONNECTION DETAILS WITH AWWA C901. ( ) MACHINED MATING PRECAST CONCRETE MANHOLE (��1) WATER SERVICE CONNECTION DETAILS SURFACES PLAN AND SECTION (Fr 40) i� 24" t 3/8" I 1-1/2" MIN. O {----I-4-3/4" MIN. ELEVATION -5' UTILITY EASEMENT ON ALL LOTS VARIES VARIES Lu STANDARD MANHOLE FRAME AND COVER LOT UNE 6�BRANNCH SEWER MAIN � HYDRANT�18ITH zL�xE2M4 MIN.�OX N " SIZE VARIES CLEAN- OUT OPERATING DOUBLE SINGLE ( 202) -11,1 BEND () NUT LOTS (TYP.) SERVICE (TYP.) SERVICE N o WITH Z 6 BRANCH HOSE NOZZLE AS REQ'D. FINISHED GRADE PROPERTY CLEAN-OUT REMOVABLE 6" 45° WITH 24" SQUARE Qj4 , / UNE (EYP.) SEE NOTE 1 PLUG BEND 6 BRANCH ROUND AND 6 THICK PUMPER NOZZLE / . C.I. VANDAL -PROOF VENT CAP WITH w LOT SHEAR PAD CSEE RETE �/ 2 2 BLOWOFF VALVE PIPE MARKER PER z FACING STREET 6' D.I.P. AND V BRASS PIPE INSIDE, _, LINE NOTE 2 2" GATE VALVE (SEE DETAIL) VALVE &PIPE MARKER DETAIL z -VALVE COLLAR W� SQUARE NUT END OF V BRASS PIPE 12' ABOVE DOUBLE MS51UFFELANI OR � (SEE DETAIL) FINISH GRADE WYE 2 - 4 AT 9" ro Y CAST IRON FRAME I PLAN O.C. WATER MAIN AND COVER WITH N T.S. 3M - 4' ELECTRONIC AROUND ' ' �' ' ` p' - °''' ' 2' 90° BEN I 6" MINIMUM ACCESS LID. 4' x 4' PRECAST BALL MARKER �. 0 000 0000 -`moo COMPACTED T < oQ0o0 0 0 00 00 090. 0 0 o c 16' SQ. x 12' DEEP BACKFILL w ANCH HYDRANT NG TEE > o� o °�o opo°p0o 000 , 0 6 GROUT CONCRETE VAULT w w N o 000 '0 000 0-110000 0 fiNiSHET3 36 S{I, CONC. PAD SEE NOTE 3 1$" TO 24" pogo 0 0 opopo90 3001-16 09°0 0� GRADE \ 17?, BEDDING ROCK FINISHED GRADE > 12"�o�,�°�°°° o o o� LLJo�000_ �000 2' MIN. W w _ �,I r 4 MAX. SLOPE TO I - �F i-^ - 4" WATER REDUCER • \ _ �N AT 2" 900 BEND MAIN (MIN.) 66 FIRE 1.0% N. RESTRAINED JOINT FITTINGS AS PREMOLDED PLAST �` MI DUCTILE IRON V BEDDING ROCK ASSEMBLY JOINT FILLE 1' COUPLING AND (EYP.) 6 BEDDING ROCK REQUIRED (TYP.) 1' BRASS VENT DISCH. "' to M J ANCHORING VALI�EAMNOSBOX GATE WATER MAIN (SEE NOTE 1 5 WALLS (MIN.) °.', > SLOPED CONTINUALLY UPWARD ROTATE SPRING UNE COUPLING (SEE DETAIL) RIGHT OF WAY LINE - COAL -TAR TERMINAL DEPTH 30 (TYP.) EPDXY COATING CUT OUT AS REQUIRED FOR SEWER MAIN 2' NIPPLE FOR MAIN ("HOUSE" � MIN )(EYP )CE CURB AS REQUIRED NOTES: WATER MAIN 2' GATE SINGLE DOUBLE 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY 2' (�•) VALVE MAIN DIA. x 8' TEE LATERAL LATERAL (MJxMJxFLG) WITH 2' PLUGGED WEEP HOLE. $ TAPPED BLIND FLANGE 2. THE CONTRACTOR TO INSTALL THE SHEAR PAD AT FINISHED GRADE. PAD MAY BE TAPPED CAP SIDEWALIt 2 NIPPLE RECESSED UP TO 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. PROFILE TO BE DETERMINED BY O.C.U. INSPECTOR. RIGHT OF WAY UNE N.T.S. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 6" MINIMUM. ^�n� NOTES: 4. THE ABOVE GROUND PORTION OF THE FIRE HYDRANT ASSEMBLY SHALL BE PAINTED SILVER. g 0 ^ c6� NOTESi 1. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 1 THE CONTRACTOR SHALL VERIFY WITH THE COUNTY AS TO WHAT COLOR THE TOP OF THE NOTES: NOTES: 6' 1. THE MINIMUM .DIMENSION FROM TDP OF PIPE TO 25' MAXIMUM. HYDRANT WILL BE BASED ON THE FLOW FOR EACH HYDRANT. 1. ALL 2" PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT-OF-WAY BEDDING ROCK FINISHED GRADE SHALL BE 4.0 FEET, UNLESS 2. iNVERT OF SERVICE LATERAL SHALL NOT ENTIER SEWER MAIN OR BRASS WITH THREADED (NPT) JOINT'S. CONSTRIGRONS WILL NOT .ALLOW .INSTALLATION OF A .STRAIGHT -ASSEMBLY, 8 x 16 REINFORCED APPROVED BY THE ENGINEER. BELOW SPRING UNE. CONCRETE FOOTING. 3. TOP OF CLEANOUT SHALL BE 18 INCHES TO 24 INCHES BELOW FINISH GRADE. CAST MONOLITHIC W/ RISER 2. FITTINGS AND PIPE FOR ARV INLET AND OUTLET 4. 3M - 4" ELECTRONIC BALL MARKER SHALL BE LOCATED NEXT TO CLEANOUT SHALL BE BRASS. JUST BELOW THE CAP. FIRE HYDRANT ASSEMBLY DETAIL BLOWOFF VALVE DETAIL 3. VENT EXTENSION AND VENT CAP REQUIRED FOR 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. (FTG. JIM) (FIG. 403) WATER SERVICE LOCATION DETAIL WATER MAIN ONLY, AIR OR COMBINATION AIR/VACUUM 4. VENT CAP SHALL BE LOCATED AT RIGHT-OF-WAY (Fr -4") 1 LINE WHERE PRACTICAL. VENT CAP SHALL BE A RELEASE VALVE DETAIL MINIMUM OF 10 FT. FROM EDGE OF PAVEMENT, SERVICE LATERAL DETAIL -l. i (;�J co 00 ul LJ Ina N D Z N w W a z ¢ 00 J �iA S F- ¢ 0 ¢ 0 z F= 0 _cam L1_i� z alb LL I- � ENE 4c a !d ® v Z Z .� Cc V. 10 O � > w C w V) Q w w w w V) w a F 00 -l. i (;�J U co 00 ul LJ Ina N D Z N w W a z ¢ 00 J �iA S F- ¢ 0 ¢ 0 z F= U o� N D Z uj 00 W M ¢z Z Ro V_ 1 _cam L1_i� alb LL � ENE 4c a !d ® v Z Us Cc V. 10 DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: NONE CAD NAME: FRSWSDET JOB # 82604 SHEET #: IL All OF 24 SHEETS E a. 0 It cv c� 0 i ID I co m v 75 U) m i co Q) d S a i m C5 �r 0 cd m i ul 0 0 Inlet Type 2 Symmetrical About f f /- In/et Type 4 Symmetrical About C A c j A (Lj- t I #6 " to•° 1 a•0 (�' o -' A Bars ® -9 o #6 Bars m Q 2' Dia. Cover See Slab Reinforcing 2' Dia. Cover a o -I- Detail This Sheet. + See Slab Reinforcing Inlet 6'',p s Inlet m Detail This Sheet., o oo , B \ 6 B B 6 B #6 BarstDI yob �� , Back Of Cur �.. Q ��..:s J _J - q44 6, " ,r 4. ,L• -fit - _ - 5 - Co Concrete 0 Concrete 0 rete f AIN _011 _r r Support Post Face Post Curb #6 Bars a 9r , r r r An0 Concrete Support Post 9'-d' INLETS TYPES l AND 3 l -- A QQ • it .:.S=I FµE S -_S _ . "a 'L" E -o'A � Q�LA L,A •• • Q 4 .Q.� •� Qa m v, PLAN (INLET TYPE 2 SYMMETRICAL ABOUT V PLAN (INLET TYPE 4 SYMMETRICAL ABOUT it) #6 ears ®9" ` o Co #6 Bars Q To Be Paid Limits Of Inlet Construction To Be Paid To Be Paid Limits Of Inlet Construction To Be Paid o For As C. & G. For As C. & G. For As C. & G. For As C. & G. v F.L. Of Gutter F.L. Of Gutter m g b cp m to - # # " 900A TYPE 'A' LOT GRADING rAM TYPE 'A' MODIFIED LOT G 19 DRAINAGE TO STREET GRADING Back Of Curb #6 Bars 6 Bars T N.T.S. 19 DRAINAGE TO STREET 3'-a' lo' -0" '-d' 3'-d' 3'-d' s' -d' it 3'-d' N.T.S. Face Of Curb Gutter Trans. Gutter Trans.Gutter Gutter #6 Bars G) 9" �A 5" 0 Concrete Support Post Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICA ABOUT 9) SECTION BB !INLET TYPE 4 SYA METRICAL ABOUT V INLETS TYPES 2 AND 4 SLAB REINFORCING 4'-d' r -s" 4' -0 i' -s" GENERAL NOTES I. The finished grade and slope of the Inlet tops are to conform with the finished cross slope and grade of the Proposed sidewalk and/or border. See Note d 5" 0 Concrete 2. When inlets are to be constructed on a curve, refer to the No. 4 Support post - See Note �, 5 0 Concrete tD ;� I plans to determine the radius and, where necessary, modify No. 4 Support Post the In{et details accordingly.' Bend steel when necessary. J. All steel in in/et top sho/l have l minimum cover unless I 2'-d' - otherwise shown. Inlet tops shall be either oast -in-place 6" Concrete Or I REAR YARD SWALE REAR YARD SWALE �� 6' I � +� I �� I ! -9" or recast concrete. 8 Brick. 3 -6 ---Illy- 8" Brick. ete Or 6" 41-d' 6" 4. The rear wall portion of inlet tops Types 1, 2, 3 & 4 may - be constructed with brick. Dawe/s to top slab required. DIMENSIONAL SECTION DIMENSIONAL SECTION 6. For supplemental details see Index No. 201. 8 �„ 5. Only round concrete support post will be acceptable. 7. These inlets are to be used with Curb and Gutter Types E Q''g INLETS TYPES l AND 2 INLETS TYPES 3 AND and F. Locate outside of edestra' - 4 P m crosswalk where practical. � - ""'•-••S'� 8. For sturcture - - - bottoms see - = o Index No. 200.9. v a 0 ti ti h 4 - Inlet to be Paid for un der the contract ct unitt price e f0r Inlets - Q• e_ Q (Type -4 Each. (Curb) lT Sr ........:.:w :: a ;:.......;,_..........,. _.�...:,. Bars Unless h #6 B • � sla-• " � ti - � - - - _ - _ _ 6® Otherwisee Shown I.- Bars Unlessrs. S� r ne "---\_ .QQ• - sIDE- st,o-PE'Y , �� Q SI aE s � oa - c e y9 3 669' 95.Ctrs6Bars cOthenvise Shown 9rr P��7 6 7 O #6 Q� 9, Ctrs. 7 r3 T0P BarsE#6 Bars ®9' Ctrs. 7 #6 Bars , #6 Bars ca 9" Ctrs. l`- lo�� 7" 3�"#6 Bottom Bars IDE Q� � SIDE SVgLE �` �_.. #6 Bars �„ SVALe #4 Bars "4" P-8 I #7 Bottom Bars 3n 3n 211"For 3= 6 Structure Bottom ��--� 0 8" Ctrs. #7 Bars #4 Bars #7 Bars l8 For 4 O Structure Bottom Both Ways m 8" Ctrs. 9„ #4 Bars O 8" Ctrs. Both Ways #4 Bars o 8" Ctrs. #6 Bors o 9" Ctrs, 1- 3'-6" Diameter 11 -I L.. 4'-0' Diameter REINFORCING SECTION REINFORCING SECTION , `° , , X-6" DIA. STRUCTURE BOTTOM (SECT/ON AA1 4`-0" D/A. STRUCTURE BOTTOM (SECTION AA) l�"6" #4 Bors 8 Ctrs. 9008 TYPE B LOT GRADING 900BM TYPE 'B' MODIFIED LOT GRADING 19 DRAINAGE BOTH TO STREET 19 DRAINAGE BOTH TO STREET r900-c" M TYPE 'C' MODIFIED LOT GRADING A TRANSVERSE SECTIONS FOR INLETS TYPES I, Z, 3 & 4 s AND TO REAR LOT LINE N.T.S. AND TO REAR LOT LINE 19 N.T.S. DRAINAGE TO REAR LOT LINE DIMENSION & REINFORCING HALF SECT/ON N.T.S. 210 CURB INLET TOPS TYPES 1, Z, 3 & 4 (TYPES A TYPE E &ECRGUTTER (HALF SECTION AA) 19 N.T.S. 24" WHITE THERMO PLASTIC STOP BAR 35' RADIUS 24 12" 12" 12" 12" q' 1/2 R -- menslons permitted to allow use of 8 standard Alpe lengths. PAVEMENT b> a 0/0.40' 010.10' Dimensions permitted to allow use of /2' standard pipe lengths. AS m o O Concrete slab shall be deepened to form bridge across crown of pipe. See section be/ow. �>a -7 4" DOUBLE 30" HIGH STABILIZED- - YELLOW INTENSITY (° .suBCRAOE: w STOP :_� .::k•;: n� t� _.�,t:.•� ::: :;w�:,: Sod P Beveled Or Round Garners N 4., THERMO SIGN ,.CO �' �:.:. n ,.•-: : '� •k. � ; Construction Joints P PrInIfted PLAS TIC ^' ... • - !r'' ��:'r• :� «• ^c:z t,�Sl••- -;C;_�'�.i.'4•• :4<E:�!r•'t, •'.T •1' - '�.,f»��.t'w N::yi�.[ Grate RIGHT-OF-WAY 0 11 �S 3 310 MIAMI CURB N.T.S. 0 117 IWEWALKATOP LOCATION DETAIL 67�18HANDICAP RAMP \ 19 N.T.S. Fastener 1 9 N.T.S. Concrete Slab, 3" Thick, Reinforced With WWF 6x6-W44xW44 N t� ti TOP VIEW -SINGLE PIPE TOOLED EDGES1 /8" RADIUS -�� 118" S/ape 2' 4 Future Curb And 4' OR 5' WIDE 6a l''611 l'-2" s ° Gutter Construction l' -/O" And p oriel_ oa' - Sheet 6 6 J1adj0/l�f Tranq�o Note: See Sheets 5 and 6 for details and general notes. ° ° . a °en o ••a- ° a , • o . ° • l' -l0" d A B 20' R Or As Shown On Plans 2° RQ� c 4" TO 6" THICK / C n ' 11-211 2 EXP. Joint N SIN CONTRACTION8" 4: o _ I � A C r n 3„ :III rr i III 111=11 I .. ... I'• i�� JOINT B 5 -0 Concrete 6 1 -NTS Valle Gutter o ^ -l0a pipe Connector Construction Joints Permitted CONCRETE WALK AT 3,000 P.S.I. Y Curb And Gutter SECTION 88 Saddle WOOD FLOAT FINISH, SAW CUT PLAN rr ' � lO'x/0' RIP RAP CONTRACTION JOINTS AT 2r' R 5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE 2' Not Less Than D Z-1 t TZU AT 20' O.C. MIN. ID -112" No P/pe Joint Permitted 6„ Unless Approved 8y The Engineer g" a ° E 3` c T Paid For As Pipe Culvert F (pipe To Be Included Under Unit Price For Mitered End Section)NOTE:as .: d SIDEWALK THICKNESS SHALL BE A MINIMUM OF 4 INCHES EXCEPT ° ° ' j' -Q" g" Slope ° 3r _6n AT'DRIVEWAY WHERE THEY SHAH_ BE 8 INCHES IN THICKNESS. SECTION To f Pipe For Pipes /8" And Smaller a ° SECTION AA 2J For Pipes 24 And Larger. SECTION CC PREMOULDED JOINT 907 CONCRETE WALK A MA TERIAL K2 MITERED END SECTION 1 s N.T.S. EXPANSION JOINT 19 N.T.S. Kwoy), VALLEY GUTTER DETAIL N.T.S. 21 N.T.S. (O Z CO 0 ao _CO DIMENSIONS & QUANTITIES .r �k < z t® u.i Q. _z a to u.i I M a: 0 GRATE SIZES CONCRETE (Cu. Yds.) SODDING (Sq. Yds.) IL D X A B C E F G Single .Double Triple Obad N Standard Extra Single Double Triple Quad Single Double Triple Auad ccV_ • Pipe Pipe Pipe Pipe WetghtPipe Strong Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe l8 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.63` 7,2/' 9.79' 12.37' 1.19' 0.76 /.16 454 494 8 /0 /l l2 24" 21-10' 3'-5" 2.36' 2.53' 5.12` 7.18' 0 7.48' 9.71' 5.03' 7.03'.& 9' /1` 1.41' 1.73' 4.92' 5.50' 7.75' 10.58' 13.42' /.21' 0.85 428 47/ 2.17 9 /0 /2 /3 30" 4'-3" 2.70' 9.25' 11.95' 9.03' l3' 2.00' 6.08' 8.92' 10.33' 12.33' 14.58` 15.75' 18.83' 1.25' 1.29 2 3" 1.02 423 1.58 2.15 275 /0 /2 !3 i5 36" 5'-l" 2.87' 11.3/'0 14.18' 1403'0 15' 2.24' 6.67' 11.75' 16.83' 2492' 1.33 2 3" 1.40 498 2.38 274 3.33 3.50 4.24 /2 /4 /5 /7 42" 48" 6'-0° 6'-9" 3.05` 13.37` 16.42' 13.03' O' 2.45' 7.25' 13.25' 19.25' 25.25' 438 2 3 460 283 4.04 5.26 /3 /4 /5 n /7 l9 20 22 54" 7'-8 3.22' 3.39' 15.43' lT.49' 18.65` 15.03' !9' 2.65' 7.83' 14.58' 21.33' 28.08' 442' 2 .54 /.8/ 3.26 4.70 6.14 /5 /8 21 24 60" 8'-6" .3.56' 19.55'.j,23.1/' 20.88' /7.03' 19.03' 2Y 23' 283` 3.00' 8.42' 9.00' 16.08' 23.75' 3442' 496' 3" 4" Z03 3.78 5.54 7.28 O 20 23 27 17.50' 26.00' 34.50` 450' 3" " 2.28 4.36 6.43 8.50 /8 22 A642' X625' DI 25 29 24" WHITE THERMO PLASTIC STOP BAR 35' RADIUS 24 12" 12" 12" 12" q' 1/2 R -- menslons permitted to allow use of 8 standard Alpe lengths. PAVEMENT b> a 0/0.40' 010.10' Dimensions permitted to allow use of /2' standard pipe lengths. AS m o O Concrete slab shall be deepened to form bridge across crown of pipe. See section be/ow. �>a -7 4" DOUBLE 30" HIGH STABILIZED- - YELLOW INTENSITY (° .suBCRAOE: w STOP :_� .::k•;: n� t� _.�,t:.•� ::: :;w�:,: Sod P Beveled Or Round Garners N 4., THERMO SIGN ,.CO �' �:.:. n ,.•-: : '� •k. � ; Construction Joints P PrInIfted PLAS TIC ^' ... • - !r'' ��:'r• :� «• ^c:z t,�Sl••- -;C;_�'�.i.'4•• :4<E:�!r•'t, •'.T •1' - '�.,f»��.t'w N::yi�.[ Grate RIGHT-OF-WAY 0 11 �S 3 310 MIAMI CURB N.T.S. 0 117 IWEWALKATOP LOCATION DETAIL 67�18HANDICAP RAMP \ 19 N.T.S. Fastener 1 9 N.T.S. Concrete Slab, 3" Thick, Reinforced With WWF 6x6-W44xW44 N t� ti TOP VIEW -SINGLE PIPE TOOLED EDGES1 /8" RADIUS -�� 118" S/ape 2' 4 Future Curb And 4' OR 5' WIDE 6a l''611 l'-2" s ° Gutter Construction l' -/O" And p oriel_ oa' - Sheet 6 6 J1adj0/l�f Tranq�o Note: See Sheets 5 and 6 for details and general notes. ° ° . a °en o ••a- ° a , • o . ° • l' -l0" d A B 20' R Or As Shown On Plans 2° RQ� c 4" TO 6" THICK / C n ' 11-211 2 EXP. Joint N SIN CONTRACTION8" 4: o _ I � A C r n 3„ :III rr i III 111=11 I .. ... I'• i�� JOINT B 5 -0 Concrete 6 1 -NTS Valle Gutter o ^ -l0a pipe Connector Construction Joints Permitted CONCRETE WALK AT 3,000 P.S.I. Y Curb And Gutter SECTION 88 Saddle WOOD FLOAT FINISH, SAW CUT PLAN rr ' � lO'x/0' RIP RAP CONTRACTION JOINTS AT 2r' R 5' O.C. MIN. EXPANSION JOINTS COMPACTED SUBGRADE 2' Not Less Than D Z-1 t TZU AT 20' O.C. MIN. ID -112" No P/pe Joint Permitted 6„ Unless Approved 8y The Engineer g" a ° E 3` c T Paid For As Pipe Culvert F (pipe To Be Included Under Unit Price For Mitered End Section)NOTE:as .: d SIDEWALK THICKNESS SHALL BE A MINIMUM OF 4 INCHES EXCEPT ° ° ' j' -Q" g" Slope ° 3r _6n AT'DRIVEWAY WHERE THEY SHAH_ BE 8 INCHES IN THICKNESS. SECTION To f Pipe For Pipes /8" And Smaller a ° SECTION AA 2J For Pipes 24 And Larger. SECTION CC PREMOULDED JOINT 907 CONCRETE WALK A MA TERIAL K2 MITERED END SECTION 1 s N.T.S. EXPANSION JOINT 19 N.T.S. Kwoy), VALLEY GUTTER DETAIL N.T.S. 21 N.T.S. U (O Z CO 0 ao _CO NQ O .r �k < z t® u.i Q. _z a to u.i I i a: 0 0 U.1 IL ONE o F: 0 o z U z Z CO 0 ao _CO NQ O .r < z t® 10 _z to I i L4-1 0 0 IL ONE ROM" ccV_ • 10 DRAWN: TT CHECKED: TT ®^ DATE: MARCH, 2003 SCALE: NONE CAD NAME: FR6PAVDET1 92604 SHEET #: UK 24 Q (U CtJ 0 I ID I cc m -i N C3 0 - co 4 C5 S Q Ul m C5 0 .D / in 0 / .r i i • i r . I DRAWN: TT CHECKED: TT ®^ DATE: MARCH, 2003 SCALE: NONE CAD NAME: FR6PAVDET1 92604 SHEET #: UK 24 Q (U CtJ 0 I ID I cc m -i N C3 0 - co 4 C5 S Q Ul m C5 0 .D / in 0 / Anchor Bales With 2 - 2' x 2' x 4` ' IIIIIIII 1111116 Sidewalk Stakes Per Bale. 50 RAW open 0 4' 1 7' 2' 1 24' PAVEMENT 1 2' 7' 4' 6' Apron Ditch - Ditch Curb & Gutter _am"', �� curb & Gutter � MIAMI CURB (TYP) ASPH2 CO ( DOT TYPE S-1 ) %II�l811111118��1Ul�lll�f�� %ih'If�Nllflif�INNl�ll�luiTll4' MIN. PART/AL INLET COMPLETED INLET DITCH BOTTOM INLET 2% ---- 2.08 2.08�z_ _ 2� PROTECTION AROUND INLETS OR SIMILAR STRUCTURES e-12" (TYP) 12" (TYP)—■—� 6" THICK STABILIZED SUBGRADE (TYP) CONC SIDEWALK (TYP) 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 95% OF MAX. DENSITY PER AASHTO T-180 (TYP) l P t P 't7 Princi !e Post Position 12" SUBBASE COMPACTED. TO 95% MAX. DENSITY NATURAL CONSERVATION AREA No dumping, land—clearing, or other disturbance to native soils or vegetation permitted beyond this point in accordance with the conservation easement recorded with Orange County in Official Record Book , pages — Call the ForestBrooke Homeowners Association for further information regarding this area. Optfona os os: on Post (options: 2" x 4" Or (canted 20" Toward Flow) THE TOP 6" STABILIZED TO FBV 50 (TYP) 2 Min. Dia. Wood; Steel Filter Fabric (In 1.33 Lbs/Ft. Min.) 6` Mox: _ Conformance With Sec. 985 FDOT Spec.) > o Filter Fabric CONSERVATION AREA SIGN DETAIL �llt Flow rg p TYPICAL W ROADWAY SECTION K'c CROSSWALK DETAIL N.T.S. 20 N.T.S. 20 N.T.S. ELEVATION SECT/ON Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE X SILT FENCE s �ZFT N AME NOTE: SWALE SIDE SLOPES AND BERM SHALL t qM BE SODDED. SE ` NOTE: SWALE SiDE SLOPES AND BOTTOM SHALL z BE SODDED. J H O BUILDING z TYPE 'B' OR 'C' LOT ?, - o 0 TYPE B OR C LOT TYPE A LOTBID - I silt Flow BUILDING z zI 10' DRAIN. ESMT. (SOD) F 0 10 OR 1.5 DRAIN. .ESMT. (SOD) i- I� D a- -� r, 0 4' 2' 4' / 3 0 3' 2' - / �M Lr 0 Note: Spacing for Type Fence to be in �' N .IIT Type .IIT Silt Fence Protection accordance with Chart I, Sheet I of 3 / M PX 0 O� � O Around Ditch Bottom Inlets. and ditch installations at drainage �J• n 4. PCS OF � structures Sheet 2 of 3. SOD SLOPES Do not deploy In a manner that slit fences will act as a dam across permanent flowing Type III Silt Fence / 8�—..�F LOT 3'1 1' 1' watercourses. Silt fences are to be used at upland locations and turbldlty barriers 0.5 MIN. p �"'� 1-- MATCH EXIST. used at permanent bodies of water. Un GRADE @ PL SILT FENCE APPLICATIONS °' OR LOTLINE L T SIDE GRADING DETAIL rl 901 A REAR YARD SWALE #1 901 B REAR YARD SWALE *22 BALED HAY OR STRAW BARRIERSAND SILT FENCES K7"*N N.T.S. 20 N.T.S. B STOP SIGN AND 20 N.T.S. 20 N.T.S. 20 STREET NAME SIGN DETAIL N.T.S. w PHASE 2 - TRACT "A" z NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL o VARIES 5' BERM EXISTING DRY POND #1 (PHASE 2) EXPAND EXISTING POND (PHASE 3) 5' BERM VARIES EXIST. 15' WALL/FENCE, -� SOD SOD BE SODDED. BE SODDED. SOD SOD SIDEWALK & LANDSCAPE `10 EASEMENT c~n U`' o SOD ALL UNPAVED AREA x Q o w TYPE 'C' LOT w TYPE 'C' LOT w _ � °- � o 0 DRAIN. ESMT. F_ WIDTH VARIES LL_ SOD Q 20' DRAIN. ESMT. (SOD) -� Q (SOD) ry > > \ 1 Li 6' 8' 6' UJ VARIES 6' VARIES 6' \_ TOP OF BERM = 88.0 0 100YR/24HR PEAK STAGE = 86.7' 1 U EL. 100.0' ,_.....-•----" EL. 107.5' \ / 2 EL. 98.0' 2 EL. 105.5' \ / EXCAVATE POND 1 EXISTING EXISTING /MATCH EXIST. \ / 5 FENCE SIDEWALK GRADE AT - MATCH EXIST. MATCH EXIST. \ SEXIST. BOTTOM =76.0' / BOTTOM = 76.0' GRADE CONSERV. ESMT. GRADE AT CONSERV. ESMT. ESHGWL = 61.5' NOTE: SIDE SLOPES SHALL BE SODDED WITH BAHIA SOD. AQ 0 SOD TO EXTEND OVER BERM AND ALL TIE-IN SLOPES. r9o1 c REAR YARD SWALE 901 D REAR YARD SWALE 903A EXISTING DRY POND *1 EXPANSION SEED AND MULCHED POND BOTTOM. 20 BACK OF LOT 31 20 BACK OF LOT 33 20 N.T.S. N.T.S. N.T.S. EXIST. 15' WALL/FENCE, SIDEWALK 8c LANDSCAPE • LU PHASE 2 -TRACT "B" Q EASEMENT NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL o VARIES 5' BERM EXISTING DRY POND #2 (PHASE 2) EXPAND EXISTING POND 5' BERM VARIES SOD ALL UNPAVED AREA BE SODDED. BE SODDED. ISOD SOD (PHASE 3) SOD SOD v t= j o W TYPE 'C' LOT W TYPE 'C' LOT x zz DRAIN. ESMT. w o DRAIN. ESMT. WIDTH VARIES (SOD) > WIDTH VARIES (SOD) > 3' VARIES 3' UJ VARIES 4.5' VARIES 4.5' EXISTING EXISTING z z \ TOP OF�RRA-= 88.0 5 FENCE SIDEWALK 0 o —� 100YR/24HR PEAK STAGE = 86.7' �- EL. 111.5' EL. 113.0' MATCH EXIST. 3 r _5* 1 GRADE /MATCH 1 EL. 110.5' 1'S EL. 111.5' \ / EXCAVATE POND 5 GRADE AT MATCH \ / NOTE: SIDE SLOPES SHALL BE SODDED WITH BAHIA SOD.O CONSERV. ESMT. MATCH EXIST. \ SOD TO EXTEND OVER BERM AND ALL TIE-IN SLOPES. GRADE AT � EXIST. BOTTOM = 780' / BOTTOM = 78.0' CONSERV. ESMT. . SEED AND MULCHED POND BOTTOM. ESHGWL = 61.5' 901E REAR YARD SWALE 901 F REAR YARD SWALE r9038EXISTING DRY POND *2 EXPANSION 20 BACK OF LOT 35 20 BACK OF LOTS 36.38 20 N.T.S. N.T.S. N.T.S. --- Fr7 01111 c 00 tO Mum 9 M V) V7 Z Win W Z Z z FrD 0 00 W O 0 F i F_ ® r �-a--I LLIU LIJ V) Li. Z 31 O 1 z v J cc 3 > V) 1C J w 0 z 0 U) w w It � o U 01111 c 00 tO Mum 9 M o00 V7 Z Win W Z Z a FrD 0 00 W O O F U 01111 z o00 0 F7� Z a FrD 0 00 W M Qz i ® r �-a--I LIJ Li. � ENE 31 z v J cc CHECKED: TT MARCH, MARCH, 2008 SCALE: NONE CAD NAME: FE2PAVDET2 !2604 SHEET #: Of 24 3111IEET3 0 a; M 0 I I 00 0) n, d a. M i. M n, d S 0- 1-1 Ln m s 75 i d - CD �,D 0i 0 i i CHECKED: TT MARCH, MARCH, 2008 SCALE: NONE CAD NAME: FE2PAVDET2 !2604 SHEET #: Of 24 3111IEET3 0 a; M 0 I I 00 0) n, d a. M i. M n, d S 0- 1-1 Ln m s 75 i d - CD �,D 0i 0 i 2'-4" 2" ll" il" 2 1 3 -4 NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL & Of Grate N � � �2" r---1 BE SODDED. BE SODDED. o �, 240 2' a' 2 „ N TYPE 'C' LOT N TYPE 'C' LOT TOP OF w / I� w w a " "' 8" ZDRAIN. ESMT. Z SWALE T. HALF SECTION CAST IRON GRATES � rl�I F- WIDTH VARIES (SOD) Q WIDTH VARIESN. M(SOD) > TYPE C PLAN UJ VARIES 6' VARIES 6' Ld VARIES 3' VARIES 3' Approx. Weight 235 Lbs. Z Z CAST IRON GRA TE 5f, 3'-4" 5" o 2E-°" -� N3 EL. 120.0' 1 NEL. 101.0' 8" Grate 0.1 �J• 1 2' �J• �j• 3• 1, 3;1 o 9' Cl. Eye Bolt EL. 118.0'EL. 100.0' Z11' _ See Index 201 ti TREE CANOPY _ N GRADE SWALE AROUND � `# MATCH EXIST. MATCH EXIST. GRADE AT GRADE TREE TO BE SAVED N 8 m m 12 Ctrs® CONSERV. ESMT. CONSERV. ESMT. SECTION TYPE C TYPE C Straight Bars 2'x Recommended Maximum Pipe Size: EXISTING TREE Reti aline Bars 14"x 311 Q TO BE SAVED Bands 4"x4" 901 H REAR YARD SWALE 2 -0 Wall -l8" Pipe 901 G REAR YARD SWALE Approx. Weight l00 Lbs. 3 -1 Wall -24" ripe 21 BACK OF LOT 39 21 BACK OF LOT 50 STEEL GRATE N.T.S. N.T.S. TREE TRUNK GENERAL NOTES I. These inlets are suitable for bicycle and pedestrian areas and are to be used /n ditches, medians and other areas subject to infrequent traffic loadings but are not to be placed in areas subject to any heavy wheel loads. 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL U problem inlets should be constructed with slots. Slotted inlets located within roadway BE SODDED. BE SODDED. clear zones and In areas accessible to pedestrians shat! have traversable slots. The 2'-0" traversable slot modification is not adaptable to inlet Type N. Slots may be constructed of either or both ends as shown on plans. 8" 8" � 8" � 8" TYPE 'C' LOT 2 TOP OF J. Steel grates are to be used on all inlets where bicycle traffic Is antioloated. Steel grates ( (n SWALE are to be used on all inlets with traversable slots. Either cast iron or steel grates may be Ld d TYPE 'C' LOT used on Inlets without slots where bicycle traffic is not anticipated. Either cast iron or Z Z steel grates may be used on all inlets with non -traversable slots. Subject to the selection O 20' DRAIN. ESMT. (SOD) O described above, when Alternate G grate is specified in the plans, either the steel grate, I— F— NOTE: IN AREAS WHERE PROPOSED DRAINAGE SWALES m hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the > j 15 DRAIN. ESMT. (SOD) CONFLICT WITH EXISTING TREES, CONTRACTOR plans stipulate the particular type. SHALL ATTEMPT TO RE -DIRECT SWALE AROUND i N VARIES 6' VARIES 6' N 3' g' 3' TREE TO AVOID REMOVING TREE. 8" 6' -0 8" c"n „ , „ „ 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than Z 8 3 -6 8 those recommended must be checked for fit. Z O Unless Otherwise m Unless Otherwise U O Shown On Plans Q Shown On Plans 5. At/ exposed corners and edges of concrete are to be chomfered W . EL. 103.0' EL. 108.0' 2* 1 PLAN VIEW 3:� 3 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only+ � when called for in the plans, but required on all traversable slot inlets. Cost to be EL. 101.0' EL. 107.0' J: NNTS—(— NOTE. Alt. B Structure Bottom Only. See Detail No. 200 included in contract unit price for Inlets. Quantities shown are for information only. I ZMATCH EXIST. 7. Traversable slots constructed .in existing inlets shall be .paid for as inlets .partial, MATCH EXIST. GRADE AT STRUCTURE BOTTOM ftiR INLETS TYPE C and shall include the cost for slot openings, paving and any required replacement grates. CONSERV. ESMT. GRADE AT 8. Sodding to be used on all Inlets not located In paved areas and paid for under contract CONSERV. ESMT. unit price for Sodding SY. rDNN19WALE GRADING AROUND 9. For supplementary details see Detail No. 201. 21 PROTECTED TREEF.D.O®T. TYPE C INLET 49�011REAR YARD SWALE 0 90Ti REAR YARD SWALE 0 N.T.S. 232C 21 N.T.S. 21 BACK OF .LOT 51 21 BACK OF LOT 53 N.T.S. N.T.S. 10'x10' STONE RUBBLE �� / NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL RIPRAP WITH TYPE D-2 BE SODDED. BE SODDED. FiLTER FABRIC PER 2' MIAMI CURB / STORM p/p FDOT INDEX #281 I / � ROW LINE N TYPE 'C' LOT ~ F 10' MIN. ! CENTERLINE w Z TYPE 'C' LOT Z Z 25'R 15' DRAIN. ESMT. (SOD) / 4' CONCRETE > > �--- 20, DRAIN. ESMT. (SOD) ----I CONCRETE SIDEWALK (w VARIES 4.5' VARIES 4.5' W 6' VARIES 6' POND BOTTOM ~, Z z SIDEWALK 35'R o O EL. 109.0' EL. 111.0' �+- NO PARKING .� � 3,• I �;1 ,3. �2' � `N 'NO PARKING' r SIGN 1.5' EL. 107.5' r �EL109.0' �• 12" SIGN r7 /MATCH EXIST. MATCH EXIST. GRADE AT GRADE AT CONSERV. ESMT. I i - CONSERV. ESMT. SECTION NTS 0 h40 901 K REAR YARD SWALE 901 L REAR YARD SWALE A �0 2 _1J BACK OF LOT 54 21 BACK OF LOTS 55.56 � 10'x10' STONE RUBBLE (111 ��1 u USI �l N.T.S. N.T.S. � i RIPRAP WITH TYPE D-2 �1�j -'�/ PARKING' SIGN FILTER FABRIC PER , /r,� (Jv l( I 10' MIrNt. FDOT INDEX #281 � � n� � ROW LINE \ u1JI1 / NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL NOTE: SWALE SIDE SLOPES AND BOTTOM SHALL BE SODDED. BE SODDED. V) TYPE 'C' LOT 0 UJ w TYPE 'C' LOT STORM PIPE :20 20' DRAIN. ESMT. (SOD) o DRAIN. ESMT. --- ----- ._ o WIDTH VARIES (SOD) UJ VARIES 6' VARIES 6' U 3' VARIES 3' Z Z � U NOTE: A TOTAL OF THREE (3) 'NO PARKING' SIGNS SHALLEL. 118.0' 1 r BE PLACED AT EACH CUL—DE—SAC (SEE SHEET 4 2' , EL. 116.0 SIGN LOCATIONS). PLAN MATCH EXIST. MATCH EXIST. GRADE AT GRADE AT CONSERV. ESMT. NTS CONSERV. ESMT. rE'NNSTONE RUBBLE RIPRAP DETAIL rF"'NTYPICAL CUL-DE-SAC DETAIL 21 N.T.S. r90 M REAR YARD SWALE 901 N REAR YARD SWALE,& 21 N.T.S. 21 BACK OF LOTS 58.59 21 BACK OF LOTS 329 A 52 && 57 N.T.S. N.T.S. W C-5 Ft_ft zo� -I co N C� Za Z: 0 00 � W co 0 U W EMM a U) rtes L4J 4C UJ J Ic O co 0�- �4e=0111 W J w 0 U Q V) I w 0 U 0 0 Q W r� W C-5 N zo� N C� Za 0 00 � W co Qz EMM a rtes L4J 4C UJ J Ic 0�- �4e=0111 I DRAWN: TT CHECKED: TT DATE:l� MARCH, 2003 SCALE: ONE CAD NAME: FRSPAVDE'TS JOB #: 92604 SHEET #: oF 24 stET3 In cv co 0 I 10 I 00 Ci co v 75 d Q c� i n, C5 S Q m d L 75 i d' 0 J) 0 DRAWN: TT CHECKED: TT DATE:l� MARCH, 2003 SCALE: ONE CAD NAME: FRSPAVDE'TS JOB #: 92604 SHEET #: oF 24 stET3 In cv co 0 I 10 I 00 Ci co v 75 d Q c� i n, C5 S Q m d L 75 i d' 0 J) 0 PROPOSED WATER MAIN ROW LINE27 Ll I 0 (n U d Q � bi ESM _T LINE af W �0 I V)0 1CDQI-= Al ZO� 0 ZLit (n oafs '►� 0 J11 I =1 0 1 S- EDGE OF PAVEMENT PROPOSED WATER MAIN DEFLECT WATER MAIN AROUND STORM STRUCTURE. MAINTAIN 3' MIN. CLEARANCE BETWEEN WATER MAIN AND STORM STRUCTURE. n1 WATER MAIN AROUND STORM STRUCTURES SCALE: 1 " = 10' Y FENCE N wW NOTES: PROPOSED POTABLE WATER (PW) RECLAIMED WATER* SANITARY SEWER(SS)(GRAVITY & F.M) 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE Z_ BETWEEN] EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER VERT. Z NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY HORIZ. MAIN IMPROVEMENTS. A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED F- COMPANY AND OBSERVED BY THE ENGINEER. _Z 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED 18" OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING �° OF NEW MAINS UP TO 8 DIAMETER (2.5 FPS MINIMUM VELOCITY) AND NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE W IN THE CLOSED POSITION BY THE UTILITY COMPANY. 5' C/C5' FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. Q THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING 18" OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED WATER THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN � MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION AND IS IN 6' MAX FROM THE FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION (FDEP) THE NEW WATER MAIN AND FOR PROVIDING WATER FOR W GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST F • & OTHER PERTINENT AGENCIES HASS BEEN RECEIVED BY THE CITY OF OCOEE. CL O SHALL BE PERFORMED BY A QUALIFIED BACK FLOW PREVENTION ti '. THE FDEP PERMIT. TECHNICIAN AS APPROVED BY THE CITY OF OCOEE CROSS - O PRESSURE OF 20PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION Z V W a � CK - AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS O D� v EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8" IN DIAMETER, 3 W REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE Z_ O. Q T Q' � ° * ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE a ' THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE ►- OPEN PRIOR TO OPENING THE TIE-IN VALVE. a w CL w OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. o Q SWABBING PER SECTION ii OF AWWA C651-92. * PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN — — ce v POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER 3. FLUSHING OF THE 1-0" DIAMETER AND LARGER WATER MAINS MAY BE -DONE W v O a •• Vv. 00 PERTINENT AGENCIES, THE CONTRACTOR .SHALL .REMOVE THE — — • ap v • TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS w Z J * TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY. 0 ° 'v .p vp W uj ENSURING A PRESSURE DROP ACROSS THE VALVE IS W Va D• v TREE PROTECTION BARRICADE DETAIL (if Q ALWAYS GREATER THAN 1 OPSI. �. w C W ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER W w +- N ° p NOT TO SCALE TEMPORARY JUMPER CONNECTION DETAIL C. T HE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY OFTTHE CONTRACTOR. INGS, VALVE, ETC.. SHALL BE THE RESPONSIBILITY ZLLA COMPANY UNTIL FLUSHING BEGINS. D NOT TO SCALE - V v d J p . W ';a• D w F .p .. .. J D A ' J v m V' V. O .e4.' •' e v Z I D w O Z • v. a - � d p a, a D. d. a v ° • v d qJ LI - Fwcr Q w Q • o, a o. V `u� W D• v•• d° •.v . W e.e.: a W p , w w o W "L.J. J D• V a w V1 :Gd' Q�Q J .. W a .. •v 44 G a. I otn � o � v•o d d d" I ad, e 3 v Da.. D q - d a pa . 9 e e,. ° { OI D • D, A e d d . • 44 .d = ., °. •. LJ• 4' •e' �•e... 'd. v D Ix � d ... D D V a a. Vp W ' D •d W v. ••Q V w ° fn . d 4 • v > v • yV D a Q v v. v w Da o $. q . .° .4 ° .. d d 'd 'v•' Z a ..•.8. . ed e ° •d v ' O wp O ° Z Q K < vo Q UD o V, �w Z '•'ap; '. •G 2 °. Z :v a v .D Q SEWER' LATERAL 2 vD ) a Q O CK J U PRESSURE GAUGE AND COCK (TYP.) EXISTING WATER LINE TYPICAL RESIDENTIAL UTILITY LAYOUT (LESS THAN 1 /3 ACRE O.C. DETAIL #604 CHAIN & LOCK 12' TO 30' ABOVE GRADE FEBCO 825Y BACKFLOW PREVENTER OR APPROVED EQUAL. 2" WATER METER PR❑VIDE TEMPORARY SUPPORTS AS REQ'D SCH, 40 GAL, PIPE AND FITTINGS 2' CORP. STOP (TYP,) /—DOUBLE STRAP SADDLE (TYP.) PROPOSED MAIM TIE IN VALVE MUST BE CLOSED AND REMAIN LOCKED, WATER SUPPLIER TO APPROVE LOCKING MECHANISM. VALVE WILL BE OPERATED BY WATER SUPPLIER PERSONNEL ONLY WITH 24 HOUR ADVANCE NOTICE. w NOTES: PROPOSED POTABLE WATER (PW) RECLAIMED WATER* SANITARY SEWER(SS)(GRAVITY & F.M) 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE VARIANCES BETWEEN] EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER VERT. HORIZ, NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY HORIZ. MAIN IMPROVEMENTS. A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED F- COMPANY AND OBSERVED BY THE ENGINEER. _Z 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED 18" OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING �° OF NEW MAINS UP TO 8 DIAMETER (2.5 FPS MINIMUM VELOCITY) AND NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE W IN THE CLOSED POSITION BY THE UTILITY COMPANY. 5' C/C5' FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING 18" OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED WATER THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN � MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL 3' 0/0 TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION AND IS IN 6' MAX FROM THE FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION (FDEP) THE NEW WATER MAIN AND FOR PROVIDING WATER FOR W GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST 18" & OTHER PERTINENT AGENCIES HASS BEEN RECEIVED BY THE CITY OF OCOEE. BACTERIOLOGICAL SAMPLING OF THE NEW WAIN AS REQUIRED BY SHALL BE PERFORMED BY A QUALIFIED BACK FLOW PREVENTION Z � THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM THE FDEP PERMIT. TECHNICIAN AS APPROVED BY THE CITY OF OCOEE CROSS - O PRESSURE OF 20PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION CONNECTION CONTROL PROGRAM. - AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS *FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. 5. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8" IN DIAMETER, )N (LIMITS OF CRITICAL ROOT ZONE) REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE Z_ O. Q T Q' EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE * ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE a ' THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE WITH AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OPEN PRIOR TO OPENING THE TIE-IN VALVE. SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CL w OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. SWABBING PER SECTION ii OF AWWA C651-92. * PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER 3. FLUSHING OF THE 1-0" DIAMETER AND LARGER WATER MAINS MAY BE -DONE DROP BELOW 35PSL 00 PERTINENT AGENCIES, THE CONTRACTOR .SHALL .REMOVE THE THROUGH THE TIE-IN VALVE UNDER CONTROLLED CONDITIONS. 0 � TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS * TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY. • o uj ENSURING A PRESSURE DROP ACROSS THE VALVE IS W Va D• v TREE PROTECTION BARRICADE DETAIL (if Q ALWAYS GREATER THAN 1 OPSI. 7, ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER w +- N ° CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, NOT TO SCALE TEMPORARY JUMPER CONNECTION DETAIL C. T HE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY OFTTHE CONTRACTOR. INGS, VALVE, ETC.. SHALL BE THE RESPONSIBILITY ZLLA COMPANY UNTIL FLUSHING BEGINS. D NOT TO SCALE - _ d J p . W W D F a" D A J v m V' V. .e4.' •' e v I .' w O Z ' o21a a - J d J D. d. a v ° • v - Fwcr • o, a `u� W D• v•• d° W e.e.: a w w o W "L.J. J D• V a N Q�Q J a Ix •: .. :a ad, e 3 D q - a e e,. ° { OI A e d °. •. LJ• 4' •e' �•e... 'd. Ix � D D V a a. •d a e• a °. '. v v w Da �.. W .° 'd a ed e ° •d v ' v < O o V, Z °. Z :v a v .D Q .SIVVER '• LAT RAL o Ld v a •a zP4Q W D 'i o 0z LLA v y. Z o.. v q• • 'v Q i- WQ W W d J O U 0- a TYPICAL RESIDENTIAL UTILITY LAYOUT (1 f 3 ACRE OR MORE O.C. .DETAIL #605 NOTE: THE TEMPORARY JUMPER CONNECTION PIPES WILL BE PAINTED BLACK AND SCREENED FROM VIEW WITH SWEET VIBURNUM SHRUBS. cV NOTES: PROPOSED POTABLE WATER (PW) RECLAIMED WATER* SANITARY SEWER(SS)(GRAVITY & F.M) 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: D. THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE VARIANCES BETWEEN] EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER VERT. HORIZ, NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY HORIZ. MAIN IMPROVEMENTS. A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED VERT. COMPANY AND OBSERVED BY THE ENGINEER. _ 2. THE DETAIL ABOVE IS TO BE USED FOR FILLING ANY NEW WATER MAIN IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED 18" OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING �° OF NEW MAINS UP TO 8 DIAMETER (2.5 FPS MINIMUM VELOCITY) AND NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE SEE GENERAL NOTES: NO. 4 IN THE CLOSED POSITION BY THE UTILITY COMPANY. 5' C/C5' FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING 18" OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED WATER THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL 3' 0/0 TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION AND IS IN 6' MAX FROM THE FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION (FDEP) THE NEW WATER MAIN AND FOR PROVIDING WATER FOR SANITARY GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST 18" & OTHER PERTINENT AGENCIES HASS BEEN RECEIVED BY THE CITY OF OCOEE. BACTERIOLOGICAL SAMPLING OF THE NEW WAIN AS REQUIRED BY SHALL BE PERFORMED BY A QUALIFIED BACK FLOW PREVENTION Z � THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM THE FDEP PERMIT. TECHNICIAN AS APPROVED BY THE CITY OF OCOEE CROSS - 3' 0/0 PRESSURE OF 20PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION CONNECTION CONTROL PROGRAM. - AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS *FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. 5. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8" IN DIAMETER, )N (LIMITS OF CRITICAL ROOT ZONE) REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE Z_ O. Q THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE * ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE WITH AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OPEN PRIOR TO OPENING THE TIE-IN VALVE. SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN W m ~ OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. SWABBING PER SECTION ii OF AWWA C651-92. * PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER 3. FLUSHING OF THE 1-0" DIAMETER AND LARGER WATER MAINS MAY BE -DONE DROP BELOW 35PSL 00 PERTINENT AGENCIES, THE CONTRACTOR .SHALL .REMOVE THE THROUGH THE TIE-IN VALVE UNDER CONTROLLED CONDITIONS. TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS * TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY. ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. uj ENSURING A PRESSURE DROP ACROSS THE VALVE IS TREE PROTECTION BARRICADE DETAIL (if Q ALWAYS GREATER THAN 1 OPSI. 7, ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER +- N CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, NOT TO SCALE TEMPORARY JUMPER CONNECTION DETAIL C. T HE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY OFTTHE CONTRACTOR. INGS, VALVE, ETC.. SHALL BE THE RESPONSIBILITY COMPANY UNTIL FLUSHING BEGINS. NOT TO SCALE - GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. * 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW INSTALLATIONS OF PW AND SS, THE PIPES WILL BE INSTALLED IN SEPARATE TRENCHES AND THE BOTTOM OF THE PW MAIN WILL BE 18" HIGHER THAN THE TOP OF THE SS. B. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW SS AND A NEW OR EXISTING PW MAIN, THE SS WILL BE UPGRADED TO THE SAME MATERIAL REQUIRED OF THE PW MAIN OF THE SAME SIZE AND PRESSURE TESTED. C. WHERE INSTALLATION OF A NEW PW MAIN IS IN CONFLICT WITH EXISTING SS, THE FOLLOWING SHALL BE MAINTAINED: 1. VERTICAL CONFLICT: DEFLECT NEW PW MAIN 18" ABOVE THE EXISTING SS WITH SUFFICIENT COVER FOR THE PW, OR 18" BELOW THE EXISTING SS. WHERE DEFLECTION IS NOT POSSIBLE OR MINIMUM COVER NOT MET, THEN THE PW MAIN SHALL BE UPGRADED TO DIP AND CENTERED AT CROSSING. 2. HORIZONTAL CONFLICT: PW MAIN SHALL BE INSTALLED 18" HIGHER THAN THE EXISTING SS WITH SUFFICIENT COVER, OR THE PW WILL BE DIP. 5. NO POTABLE WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY PIPE. MINIMUM SEPARATION REQUIREMENTS O.C. DETAIL #601 F7 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED POTABLE WATER (PW) RECLAIMED WATER* SANITARY SEWER(SS)(GRAVITY & F.M) STORM SEWER ACCEPTABLE UTILITY VARIANCES HORIZ. VERT. HORIZ, VERT. HORIZ. VERT. HORIZ. VERT. POTABLE WATER _ _ 5' C/C 3' 0/0 18" 10• 18" 10' 18" SEE GENERAL NOTES: NO. 4 RECLAIMED* 5' C/C5' 18" _ _ C/C 18" - - WATER 3' 0/0 3' 0/0 SANITARY 10, 18" 5' C/C 18" Z � SEWER 3' 0/0 0 d - Q'. GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. * 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW INSTALLATIONS OF PW AND SS, THE PIPES WILL BE INSTALLED IN SEPARATE TRENCHES AND THE BOTTOM OF THE PW MAIN WILL BE 18" HIGHER THAN THE TOP OF THE SS. B. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE FOR NEW SS AND A NEW OR EXISTING PW MAIN, THE SS WILL BE UPGRADED TO THE SAME MATERIAL REQUIRED OF THE PW MAIN OF THE SAME SIZE AND PRESSURE TESTED. C. WHERE INSTALLATION OF A NEW PW MAIN IS IN CONFLICT WITH EXISTING SS, THE FOLLOWING SHALL BE MAINTAINED: 1. VERTICAL CONFLICT: DEFLECT NEW PW MAIN 18" ABOVE THE EXISTING SS WITH SUFFICIENT COVER FOR THE PW, OR 18" BELOW THE EXISTING SS. WHERE DEFLECTION IS NOT POSSIBLE OR MINIMUM COVER NOT MET, THEN THE PW MAIN SHALL BE UPGRADED TO DIP AND CENTERED AT CROSSING. 2. HORIZONTAL CONFLICT: PW MAIN SHALL BE INSTALLED 18" HIGHER THAN THE EXISTING SS WITH SUFFICIENT COVER, OR THE PW WILL BE DIP. 5. NO POTABLE WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY PIPE. MINIMUM SEPARATION REQUIREMENTS O.C. DETAIL #601 F7 J f - W �J Z 2 F¢ O "'o Z � 5 0 d Q'. Q Z_ O. Q M W m ~ Z O Q Ld 00 Z uj (if Q +- N t0 00 In Lo C ru;7 Lci LU Z ci _�..➢ W i a O r= U `11 z � O o L� C4' N O Z Q0 0 o cm LL4 J W Q z C/7 LLJ C—D 0 cc cli UL� Os� O P%NA u °- 410 - 0 MEN 4c oc j lu ccO CHECKED: TT Q DATE: MARCH, 2003 SCALE: NONE CAD NAME: FBSMIS®ET JOB #: !2604 SHEET #: 2 AM OF 24 SMEETS E Q �r- cU co 0 I �,D I 00 m In co i co d S Q i U) m C5 d - CD (v m U) 0 0 U 00 Z Lo rn V Z a C,4s U 14. Of � E LJ V / CD � � ® go a rL vm �� iu s p ■ Q Q Z O O � U Z Z O 00 N6 V Z a Op U 14. Of Q Z E V / CD � � ® go j r rL vm �� iu s p ■ �� N J tJm N � Z v W OC V. DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=1®' CAD NAME: F83TREES JOB #: 92604 SHEET #: 23 OF 24 SHEETS Z IL 0 { t 40 14. 1! E j r rL i NJ DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=1®' CAD NAME: F83TREES JOB #: 92604 SHEET #: 23 OF 24 SHEETS Z IL 0 { t rr 14. 1 E j r rL i NJ iu s ■ 3 J DRAWN: TT CHECKED: TT DATE: MARCH, 2003 SCALE: 1"=1®' CAD NAME: F83TREES JOB #: 92604 SHEET #: 23 OF 24 SHEETS S FORESTBROOKE — PHASE 1 FORESTBROOKE — PHASE 1 FORESTBROOKE — PHASE 3 a NOTESm 1. THE CONTRACTOR SHALL INSTALL A BARRIER ALONG THE NORTH SIDE OF THE EXISTING DIRT ROAD TO PROTECT THE DIRT ROAD. ANY DAMAGE TO THE EXISTING DIRT ROAD WILL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 2. DECENT ACCESS TO THE EXISTING EASEMENT ALONG THE SOUTH BOUNDARY LINE OF TRACT 'W' SHALL BE PROVIDED AT ALL TIMES. NO TRUCKS WILL BE ALLOWED TO BE PARKED OVERNIGHT WHICH BLOCKS THIS EASEMENT. SCALE: 1"=50' HORIZ. 1"-5' VERT. 140 130 MATCH EXIST.-- OCOEE—APOPKA ROAD PAVEMENT 120 DATUM ELEV 115.00 C, C, ON THE EXISTING DIRT ROAD TRACT 'W' ACCESS ROAD STAmm 180+00 TO 185+16m9l LOW POINT ELEV = 128.11 LOW POINT STA = 181+76.42 PVI STA = 181+90 PVI ELEV = 127.80 A.D. = 2.66 K = 37.54 i---100.00' VC —i HIGH OINNT A = 180+96.53 -I Z d' ' O a00 •'r a0 C -D° z P STA = 180+7 .62 Q, 00 04 N Lai I zvm O VI ELEV = 128. 0 ci ri — — z ? cL: '�Mxk w j A.D. _ —3.22 C �� vi ocw z0 K= 31.02 o� w uII II w w � u V. a U z o >0 Lu m �ww �nwW � 0 U c w z co z O f2 U N 07FXK ii > I I cfl co N� w w N + ± O � N H N 5:00 _ O 00 04 000 — d II II d LL Li.l to w U m � V)Ww • � W � F � m a N .74%m _0.747- co -- I in w Z I I 39 LF STS 15 RCP I i I NN NLo �N M� �� co stn �M Nn NT N�ap 0)06�pp N pN N �j 006 rj K N )NN �2 ,o M 180+00 181+00 182+00 183+00 184+00 185+00 GRAPHIC SCALE 50 100 ( IN FEET ) 1 inch = 50 ft. 99 1 5Q9 Q 50' WIDE (TRACT 'W') 0 z 0 11' 2' 1 24' PAVEMENT 2' 6' m � (SOD) 1-1/2" FDOT TYPE S—(SOD) 1 0 MIAMI CURB (TYP) ASPH CONC (TYP) 1 cn 2.089 2.089 __ ___2 [.:— 1---12" (TYP) 12" (TYP) 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 95% OF MAX. DENSITY PER AASHTO T-180 (TYP) 5' z 0 J 1 7-LCONC. SIDEWALK (TYP) Z6' THICK STABILIZED SUBGRADE (TYP) 12" SUBBASE COMPACTED TO 95% MAX. DENSITY THE TOP 6" STABILIZED TO FBV 50 (TYP) 910A 24' WIDE ACCESS ROADWAY SECTION (TRACT 'W'' 24 J N.T.S. Q WIDTH VARIES (TRACT 'W') 0 z 0 VARIES 2' 36' PAVEMENT I 2' VARIES m (SOD) 1-1 /2" FDOT TYPE S-1 (SOD) 0 MIAMI CURB (TYP) ASPH CONC (TYP) cn —2.08% 2.089 �_ 2 ".,. . �—----12" (TYP) 12" (TYP) 6" LIMEROCK BASE COMPACTED TO MIN. DENSITY OF 95% OF MAX. DENSITY PER AASHTO T-180 (TYP) 5' 1 z ' L CONC. SIDEWALK (TYP) T6'THICK STABILIZED SUBGRADE (TYP) 12" SUBBASE COMPACTED TO 95% MAX. DENSITY THE TOP 6" STABILIZED TO FBV 50 (TYP) 9108 W WIDE ACCESS ROADWAY SECTION (TRACT 'W') 24 J N.T.S. m� cm -I Z co O a00 •'r a0 C -D° z u Ft 0 o W t��to h coM QZ Lai zvm O 'Q r W I—QLaZ z ? cL: '�Mxk w j Lil MEN ocw z0 o� O O � W V. a z >0 W � U c w z z O U Lli O H M W � F � a N U cm -I Z co O a00 •'r a0 C -D° z u Ft 0 o W t��to h coM QZ Lai zvm H 'Q r W I—QLaZ z ? cL: '�Mxk 04) j Lil MEN ocw O O � U cm -I Z O a00 •'r P C -D° z Ft 0 o W t��to h M QZ zvm H 'Q cn F_5 ;. I—QLaZ z .J 04) J MEN ocw W V. • •'r DRAWN: TT CHECKED: TT DATE: AUGUST, 20®2 SCALE: AS SHOW CAD NAME: FS2ACCESS JOB #: 82604 SHEET #: AM AGM Aff sm-m 4 OF 24 SHEETS c U C U C r C I R I c z u U 0 c cY S 4 a u c S c u c S c S Z d C q TR V u S c a john ewseychik and assoc.,p.a. RR GATION AND HARDSCAPE PLANS landscape architects LANDSCAPE, I 1 golf course architects 620 crown oak centre drive longwood, fl 32750 407 830-8922 FOR ® john ewseychik O thom larsen ;�F E 3 F E O chris rice LJ w 0 C) 0 0 0 I II W a:SHEET INDEX- � S Y COVER SHEET z S L-2. MASTER KEY PLAN W m L-3. PARK LANDSCAPE PLAN �, W L-4. LANDSCAPE DETAILS /PLANT LIST z p L-5. PARK IRRIGATION PLAN g UL L-6. IRRIGATION DETAILS L-7. PARK. HARDSCAPE PLAN nni b y O O M\ `V � � W 4 CVR ......... . zz": ...... . ....................... .. ........ .. . . -7 . ......... fi 51, . ................................... ......... • ............. . ......... "" ......... ........... # A " ................ 0 Z �H I ................... 4 f v1 ........ .. * ..... .... . . .................................. .. f 21 22 . . . . . . . . . . . . -, .... . ..... . .. . .... ..... . ............... ......... . ........... J . ...... ... 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'1 / Y , .. .............I.-�.... 1 ................... 1111 , , 111 01 .................. . ............. ..................... john ewsey chi and assoc.7p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 john ewseychik 0 thorn larsen 0 chris rice �- Q.SvI%- D vtil john ewseychik and assoc.p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 ® john ewseychik O thom larsen O chris rice O H U 1 p I O_ � O EDGE OF PAVEMENT OR CURB EDGE OF BEDUNE TURF NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" — 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE r SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT 30 GAL/10NG TABLETS RATES: 15 65 G/�L [1/5 TABLETS; 5 TABLETS, OR ONE TABLET PER 96H 1/2 F TRUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120' APART) MINIMUM 2" MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. FLUSH WITH GROUND P.T.P. WOOD STAKE PLANTING SOIL MIX — 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL./ 2 TABLETS: 1 GAL/1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2" MULCH MINIMUM — DO NOT COVER MAIN STEM SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. PLANTING SOIL MIX — 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE PINE PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL/5 TABLETS 30 GAL./10 TABLETS, 65 GAL/15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE DRIVE 2" X 2" STAKES AT ANGLE AND DRAW VERTICAL MINIMUM 2" MULCH 6" SOIL BERM TURN BACK BURLAP ONE THIRD IF B & B. REMOVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIX — 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONNTRACTOR TO SUBMIT PROVPROPOSED DE C SLEARANCEAROUND ROOTBALLV� OF 12" ON ALL SIDES AND 6" ON BOTTOM. LANDSCAPE PLANTING NOTES: 1ALL PLANT LIST PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS 3) TREES PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, PE 12 PINUS TAEDA LOBLOLLY PINE 8' HT, 4' SPR., 2' D.B.H, � rn SPACE AS SHOWN GUY SINGLE -TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER QV 11 QUERCUS VIRGINIANA LIVE OAK 12' HT, 6' SPR., 2,5' D,B,H, SPACE AS SHOWN GUY 7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. 8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9 ALL SHRUBS 10) VO 157 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 30" HT, x 12"-18' SPRD, / FULL / 3 G 30" O.C, SOD SOD PSEE LANS PASPALUM 'ARGENTINE' ARGENTINE BAHIA GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY, MULCH PSEE MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. LANDSCAPE PLANTING NOTES: 1ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 23 ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, o BEFORE, DURING, AND AFTER INSTALLATION. 4) REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5 ALL SINGLE -TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER Lu AND HAVE A FULL, DENSE CROWN. 6 ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. 8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9 ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES: 1) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. IN FULL MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE. 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9) ALL ABOVE GROUND IRRIGATION COMPONENTS SHALL HAVE A VIBURNUM HEDGE AROUND TO SCREEN. ALSO TO BE PAINTED BLACK. ;aevR SII fp�"a ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak Centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 COjohn ewseychik CO7thom larsen COchrdis rice Q D tY O J LL- L W O U O LL - O I -- U J o 0 N Z o � W Lu 4 I IYPJ"10 ileJi -p_EVI,5ED 40l4 '71Z -q 10 S . john ewseychik and assoc., p. a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 41 john ewseychik O thom tarsen O chris rice L I O !O \ 11 O LO t-11 J W � v U`:� z � BI [No MIR AM I L01, __'_ __ I PAINT RISER COLOR CHOSEN BY LANDSCAPE ARCHITECT PLASTIC NOZZLE: RAIN BIRD 1800 SERIES PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA -8S ULTRA -VIOLET PROTECTIVE PVC CLAMPS PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4" ABOVE PLANT MATERIAL PVC SCH 40 ELL PVC SCH 40 STREET ELL 1/2 -INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE STEEL ANGLE �• SHRUB RISER DETAIL OUTSIDE WALL -j WALL MOUNTED CONTROLLER L•J `--- 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS -JUNCTION BOX & 16 AMP SINGLE THROW SWITCH WIRES TO REMOTE CONTROL VALVES 1 -INCH PVC SCH 40 CONDUIT TO 120V POWER SUPPLY nc CONTROLLER DETAIL r. MKIMW GRADE/TOP OF MULCH HEADS 6" FROM WALKS ?BS LER BODY ASSEMBLY IZZLE CHART r� • , DETAIL 10 ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. PLACE CONTROL WIRES UNDER MAIN REET ELL IPE, 12 -INCH LENGTH: (2" ON SPRAY HEADS ,H 40 TEE OR ELL ELL TERAL PIPE 30 -INCH LINEAR LENGTH OF WIRE, COILED SNAP-TITE CONNECTORS (1 OF 2) ID TAG VALVE BOX WITH COVER: 12 -INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF,, 4) SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE 11 PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL �(D) ELECTRIC VALVE I DOUBLE CHECK VALVE COPPER MALE ADAPTER (1 OF 2) COPPER UNION (1 OF 2) COPPER 90' ELL (1 OF 4) COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IRRIGATION MAINLINE PIPE PVC MALE ADAPTER 1.II:NSTALL BACKFUDIN PREVENT LK AS REQUIRED BY LOCA. CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. `La • i I mmfl ; - - 1E 1 ) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP—UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA—VIOLET LIGHT PROTECTED P.V.C. CLAMPS. 8) ALL CONNTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP—TITE CONNECTORS AND SEALANT. 9) THE CONTRACTOR SHALL PREPARE AN AS—BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 1 1) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 13) 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. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION BY OTHERS. LATERAL LINE SIZE PER PLAN 2" MAINLINE CLASS 200 P.V.C. SIZE PER PLAN SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24" john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak Centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 CO john ewseychik -D- s.— O thom larsen 7_) COC a 0 0 J L.L. w 0 0 0 LL. 0 U 0 EOUIPMENT LIST SYMBOL DESCRIPTION UANTITY 0 HUNTER 'PS' SERIES 6" POP --:-UP 79 O HUNTER 'PS' SERIES SHRUB SPRAY ON A SCH, 40 RISER 18 ® HUNTER 'PS' SERIES 12" POP-UP 0 ® HUNTER 'ICV' SERIES ELECTRIC VALVE 1-1 /2" 5 HUNTER 'ICC' SERIES 8 STATION CONTROLLER 120 VOLT z © INSTALL WITH A MINI-CLIK RAIN, FREEZE SENSOR AND 1 BY-PASSBOX. GROUND WITH AN 8' COPPER CLAD ROD. 1-1/2" DOUBLE-CHECK BACKFLOW PREVENTER 1 Q 1-1/2" IRRIGATION METER (BY OWNER) 1 LATERAL LINE SIZE PER PLAN 2" MAINLINE CLASS 200 P.V.C. SIZE PER PLAN SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24" john ewseychik and assoc.,p.a. landscape architects golf course architects 620 crown oak Centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 CO john ewseychik -D- s.— O thom larsen 7_) COC a 0 0 J L.L. w 0 0 0 LL. 0 U 0 /RR—DET 0 0 co z o Q W W o /RR—DET -4' WIDE SIDEWALK john ewseychik and a880ce' p.a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 • john ewseychik O thorn tarsen:_D COchris rice Surveyor's Report 1. Bearings shown hereon are based on the North line of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East being assumed as North 89'27'30" West. 2. This Survey was performed with the benefit of an Insurance Title Commitment. Said commitment Not Platted prepared by American Pioneer Title Insurance Company, commitment number CM -1-0887-418 NE corner of the SE 1/4 of the NW 1/4 of Section 32 66562 S 81'40'04" WN 89'13'07" W 76.79 171.70' 1� N effective date being June 13, 2002. 3. The subject property is within Zone X, area determined to be outside the 500 -year floodplain,5 � � according to the National Flood Insurance Rate Map Number 12095CO210 E, dated December 6, 2000. 66 4. Subject property is vacant wooded land. S (36 ha 5. Only the aboveground evidence of underground utilities is shown, underground improvements were not located. 6. This Survey was performed for the sole and exclusive benefit of the entities listed hereon and shall I U) East line of the SW 1 of the NW 1 4 of Section not be relied upon by any other entity or individual whomsoever. -' West line of the NW 1/4 of Section 32 7. This survey meets the Minimum Technical Standards set forth in Florida Administrative Code ( o Rule 61G17-6, pursuant to Florida Statute Chapter 472. f �= 8. This Survey is not valid without the signature and original raised seal of a Florida licensed R = 3 W L = 30..1111'' S 15.1g'34" surveyor and mapper. D = 04'25'24" 15� Portion of the SW 1/4 of the NW 1/4 of Section 32 Vacant Wooded Land 00 of o N N 59'27'36" E THE OAKS AT PARADISE I o per Plat Book 18, Page 74 00 I 23.47 V) POINT OF COMMENCEMENT (I Northeast corner of the SE 1/4S 45'09'11 3 4 6 7 of Section 31, T -21-S, R -28-E �. ��-- " E and F 32.46' Northeast corner of the NW 1/4 5 ' » » Southwest corner of the NW 1/4 of the SW 1/4 of Section 32 Recovered 4 x 4 Concrete \of Section 32 T-21-S,R-28-E Recovered 4" x 4" concrete monument monument 'PLS # 1221 I R �> Concrete Monument 0.55 South & 0.30 East Utility Easement Recovered (6 x 6 - _ 456.60'- _ per Plat South line of the NW 1/4 of Section 32 S 89'27'30" E 2218.48' N 89'27'30" W 418.15' S 89'49'34" E 1322.91' oM , North line of the SE 1/4 of Section 31 ry ryry 0o Tem Nry� M O S 6Q • %' Cl) o b l Not Platted �F S cn R = 175.00' 61. „ coo L = 119.69' R = 350.00 N 89'27'30 WN D= 39'11'11 L= 10.10' ^o,� 3012 F East R/W line 61.98' I N 89'27'30" ,W D = 01'39'10" ry o 156.88' s ^ p 45.00' Not Platted "00 o `S0y , O� h C19Un 6 ry N N 00'50'42" E M N 6 �9'• o rn A� , �G R = 25.00' cV ,.`�' 62. 17.21' 1, 0 6 L = 38.85' Cl) 2j8 ;n ( C14 N 89`27'30" W N 89'27 30' W POINT OF BEGINNING O 142.30' v' D = 89'02'44" 1942'x" �Y O N 08'36'37" E a, 120.00' R = 205.00 31.52' o oi N 89'09'18" W L= 45.25 50.00 N - D = 12'38'50" 00 27 N 8926.19'" W N 89'27'30" W ,� N /� 6 N 8433'33" W S 08'36'47" W O S 00'50 42 W 0 37.28 50.00, 121.20' O ^"0 3'S2, 175.72�"�""""' 73.92' S 08'36'37 W 0 o� SO 2S„ � N 8123'23» W S 08'36'37" W 18.29' ry� 00' k' S 09'34'34" W 30.05' I ii � 80.94' Not Platted S 06'26'15" W 3 Stream 5.99' d� ro East line of the SE 1/4 of Section 31 2v co o N Portion of the NW 1/4 of a the SW 1/4 of Section 32 � MI Vacant Wooded Land ti � Portion of the NE 1/4 of o � the SE 1/4 of Section 31 Old Abandoned Plant Nursery and Woods M o 3 Z r I Z 0 0 N ai N 0 � II I Edge of water of stream �-East R/W Line (I South line of the North 3/4 of the NW 1/4 of the SW 1/4 of Section 32 Recovered 1/2" Iron Rod and (I Cap LB # 4596 1323.85' 10.00' � � N 88'20'13" E Florida Power Corporation Easement per O.R. 3707, NPage 694 o M (I Not Platted R = 276.25' I I L = 18.70 w CA = 03'52'44" S 03'34'11" W I I d ao to 50.00' N I I oo rn TB = N 85'48'46" W z West line of the SW 1/4 of Section 32 Not Platted Co East line of the SE 1/4 of Section 31 o n S 80'35'00" E ( Southeast Corner of the Northeast 1/4 South line of the NW 1/4 of the SW 1/4 of Section 32 N 18.43' of the Southeast 1/4 of Section 31, I) Township 21 South, Range 28 East L' ,' S 89'30'02" E 587.50' i Recovered 2" Iron Pipe N 87°43'35" E N 89'30'02" W 1193.65' 11 N 00'42'14" E 1324.47' 30.00' __ __,, ---- iirt Rood 'rt Road Not Platted South line of the NE 1/4 of the SE 1/4 I d- R/W denotes right of way Boundary Survey of a - P - denotes overhead power line Portion of Sections 31 & 32, � 00 C r Township 21 South, Range 28 East M GS denotes wood guy pole N o °; City of Ocoee, Orange County, Florida n ooo denotes telephone junction box N N 0 m L 0 0 m 0 U ,° Lr) N CGS c Q) Q) r9 g ILL- � 'CL L+- .-. 6 � 00 a = 000 d (D �- 00 denotes Recovered 4" x 4" concrete p z 0C 41 LL� 0 monument stamped 'PRM - PSM # 5205' j� "VN +' 17 `n o_�C° C � 1 w •� ¢ �c L0 \ \ o v co X a- o u)c2i m � O z U 4- 0 v u7 LO s U o 0 - LU io rn w � m ,dam - o 0 z o _ z 0 E- r GRAPHIC SCALE > o 100 0 50 100 200 400 Y v o C o N /( IN FEET) m > 1 inch = 100 ft. L C L Phase 2 Property Description ° m D O J A parcel of land being a portion of the Northwest 1/4 and a portion of the Southwest � -, rn o 1/4 of Section 32, Township 21 South, Range 28 East, Orange County, Florida and a n. >, portion of the Southeast 1/4 of Section 31, Township 21 South, Range 28 East, d a Orange County, Florida. m More particularly described as follows: COMMENCE at the Northeast Corner of the Southeast 1/4 of Section 31, Township 21 O South, Range 28 East, Orange County, Florida and run North 89'27'30" West, along ♦, -0 the North line of said Southeast 1/4, for a distance of 418.15 feet; thence departing said (n 00 North line run South 00'32'30" West for a distance of 175.00 feet; thence run North Q 89'27'30" West for a distance of 61.98 feet; thence run South 00'50'42" West N W for a distance of 168.36 feet to the POINT OF BEGINNING; thence continue South n 11- 00°50'42" West for a distance of 37.28 feet; thence run South 09'34'34" West 00 for a distance of 80.94 feet; thence run South 06'26'15" West for a distance of 35.99 O N in feet; thence run South 00'50'42" West for a distance of 204.18 feet; thence run t° South 17'52'10" West for a distance of 299.10 feet; thence run South 00'42'14" 4- N C West for a distance of 234.70 feet; thence run South 03'34'11" West for a distance O 0 of 50.00 feet to a point on a non -tangent curve concave Southerly and having a radius of O 276.25 feet, a central angle of 03'52'44"; thence from a tangent bearing of North (� U 85'48'46" West run Westerly along the arc of said curve 18.70 feet to a point on a N non -tangent line; thence, departing said curve, run South 00'29'58" West for a distance of 132.14 feet; thence run South 80'35'00" East for a distance of 18.43 feet; thence run0 0) South 89'30'02" East for a distance of 587.50 feet to the East line of the Southeast 1/4 U) +, U of said Section 31 and the West line of the Southwest 1/4 of said Section 32; thence run North 00'42'14" East, along the West line of the Southwest 1/4 of said Section 32, i Q O for a distance of 328.68 feet; thence run North 88'20'13" East, along the South line of the North 3/4 of the Northwest 1/4 of the Southwest 1/4 of said Section 32, for a 4 - distance of 1323.85 feet to the East line of the Northwest 1/4 of the Southwest 1/4 of 0 N said Section 32; thence run North 00'42'37" East, along said East line, for a distance of (V N 1033.65 feet to the Northeast corner of the Northwest 1/4 of the Southwest 1/4 of said : O Section 32; thence run North 00'46'53" East, along the East line of the Southwest 1/4 0 0 Q 0 of the Northwest 1/4 of said Section 32, for a distance of 687.88 feet; thence run North m -f-+ •- 0 89'13'07" West for a distance of 171.70 feet; thence run South 81'40'04" West for a distance of 76.79 feet; thence run South 66'56'26" West for a distance of 99.35 O 4 - 0 feet; thence run South 56'51'21" West for a distance of 131.17 feet; thence run a South 46'31'48" West for a distance of 122.20 feet; thence run South 66'35'54" 0 West for a distance of 96.48 feet; thence run South 14'40'26" East for a distance of F_176.51 -� feet to a point on a non -tangent curve concave Northerly, having a radius of 390.00 feet; thence, from a tangent bearing of South 75'19'34" West, through a central angle of 04'25'24", run Westerly along the arc of said curve for a distance of 30.11 feet to a point on a non -tangent line; thence, departing said curve, run South r- 00'50'18" West for a distance of 129.61 feet; thence run North 59'27'36" East N for a distance of 23.47 feet; thence run South 33'26'30" East for a distance of 91.59 °- feet; thence run South 45'09'11" East for a distance of 32.46 feet; thence run South 00 27'32'03" West for a distance of 203.22 feet to a point on a non -tangent curve L z concave Southwesterly, having a radius of 350.00 feet; thence, from a tangent bearing of South 64'07'07" East, through a central angle of 01'39'10", run Southeasterly E cn along the arc of said curve for a distance of 10.10 feet to a point of tangency, thence run :3 41 a, South 62'27'57" East for a distance of 30.12 feet; thence run South 27'3203" N West for a distance of 50.00 feet; thence run North 62'27'57" West for a distance of It c m 19.42 feet; thence run South 27'32'03" West for a distance of 126.25 feet; thence run E o South 08'36'47" West for a distance of 73.92 feet; thence run North 84'33'33" a a- West for a distance of 175.72 feet; thence run North 63'52'25" West for a distance C �° of 50.00 feet to a point on a non -tangent curve concave Southeasterly, having a radius E �_ o - z of 205.00 feet; thence, from a tangent bearing of North 26'07'35" East, through a ° f°- central angle of 12'38'50", run Northeasterly along the arc of said curve for a a Q) distance of 45.25 feet to a point of reverse curvature with a curve concave Westerly, a_ having a radius of 25.00 feet; thence run Northerly, through a central angle of 4.1 89'02'44", along the arc of said curve for a distance of 38.85 feet to a point of tangency; thence run North 50'16'19" West for a distance of 64.86 feet to a point of 0 0 curvature of a curve concave Southerly, having a radius of 175.00 feet; thence run O O Westerly, through a central angle of 39'11'11", along the arc of said curve for a N N Q) distance of 119.69 feet to a point of tangency, thence run North 89'27'30" West for a ai o 0 distance of 156.88 feet; thence run South 00'32'30" West for a distance of 92.50 `- o feet; thence run North 89'27'30" West for a distance of 142.30 feet; thence run South 00'50'42" West for a distance of 24.98 feet; thence run North 89'09'18" -; West for a distance of 50.00 feet; thence run North 00'50'42" East for a distance of 17.21 feet; thence run North 89'27'30" West for a distance of 120.00 feet; thence run South 00'50'42" West for a distance of 59.39 feet; thence run South 08'36'37" West for a distance of 18.29 feet; thence run North 8927'30" West for a distance of LO 121.20 feet; thence run South 08'36'37" West for a distance of 30.05 feet; thence run 17 North 81'23'23" West for a distance of 50.00 feet; thence run North 08'36'37" L East for a distance of 31.52 feet; thence run North 89'09'18" West for a distance of CD -0 O r 126.19 feet to the POINT OF BEGINNING. E Contains 49.462 acres, more or less. o r z 11 N U � Q) Legend I d- R/W denotes right of way - P - denotes overhead power line denotes wood power pole GS denotes wood guy pole N o °; o n p denotes telephone junction box N N 0 o 0 0 m 0 denotes cable television junction box N N ' denotes Set 5/8" iron rod and cap 'PSM g ILL- L+- stamped # 5205' denotes Recovered 4" x 4" concrete monument stamped 'PRM - PSM # 5205' john ewseychik and LANDSCAPE IRRIGA TION AND HARDSCAPE AN - landscape architects. Qolf course .ar;�� cs �� f , , ,_ .„ n,.620F crown oak centre drive longwood, fl 32.750 407 830-8922 FOR • john ewseychik O thom larsen FF:IF 1( FR O . chris rice FD 1�i !E; F= III n CITY OF OCOE7 FLORIDA OfLLLjLdk W a SHEET INDEX $ Y COVER SHEET p L-2. MASTER KEY PLAN W a: �N OF OC €E QF. L-3. PARK LANDSCAPE.PLAN AQP VED o ,a,�„r,NG L-4. LANDSCAPE DETAILS /PLANT LIST s"`�055Ei�'�"A�a`��Pa: COMAAU�AiEY DEVELOPMENT pgENi DIREC z 0 L-5. PARK IRRIGATION PLAN LL L-6. IRRIGATION DETAILS L-7. PARK. 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I - john IeW8eychik and 0% MO I P assoc, .a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 F il — r 0 john ewseychik 0 thorn larsen I � � : : ! 0 chris rice � IN < 0 ry 0 _j LL_ LJ W 0 0 0 1.1- 0 >_ 10 -- Bl �- f�Vi�B'D Cx1 9 - john ewseyc i an a88OC®, e landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 ® john ewseychik O thom larsen O chris rice o 5 -� 14 O W 4 M. 0 EDGE OF PAVEMENT OR CURB EDGE OF BEDUNE TURF NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" - 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). SHRUB/GROUNDCOVER SPACING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GALAL.///5 TABLETS; ONE TABLET PERMEA& 1/2 0 TRUNK DIAMETER. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120' APART) MINIMUM 2" MULCH 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. 2"x4" X 2'-6" P.T.P. WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL./ 2 TABLETS: 1 GAL./1 TABLET. PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). 2" MULCH MINIMUM - DO NOT COVER MAIN STEM SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. �3 p SHRUB AND GROUNDCOVER PLANTING DETAIL NOT TO SCALE PINE PLANTING DETAIL NOT TO SCALE PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL/5 TABLETS 30 GAL/10 TABLETS, 65 GAL/15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE DRIVE 2" X 2" STAKES AT ANGLE AND DRAW VERTICAL MINIMUM 2" MULCH 6" SOIL BERM TURN BACK BURLAP ONE THIRD IF B & B. REMOVE SYNTHETIC BURLAP COMPLETELY. PLANTING SOIL MIXT'- 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL PROVIDE CLEARANCE AROUND ROOTBALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. LANDSCAPE PLANTING NOTES: 1) ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2) ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, BEFORE, DURING, AND AFTER INSTALLATION. 4 REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5 ALL SINGLE—TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 6 ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH.: 8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9 ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 113 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES: 1) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. 'SIN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESE17ING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE. 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9) ALL ABOVE GROUND IRRIGATION COMPONENTS SHALL HAVE A VIBURNUM HEDGE AROUND TO SCREEN. ALSO TO BE PAINTED BLACK. &-FzV1%o: ifIj john ewseychi an ass®V.' ■a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 0 john ewseychik 0 thom larsen (:0:chris rice m- LSD. DWG 10 o � N PANT LIST SYMBOL QUANTITY BOTANICAL NAME COMMON NAME DESCRIPTI❑N REMARKS TREES PE 12 PINUS TAEDA LOBLOLLY PINE 8' HT, 4' SPR., 2" D.B.H.. SPACE AS SHOWN GUY QV 11 QUERCUS VIRGINIANA LIVE OAK 12' HT, 6' SPR., 2.5" D.B.H. GUYCE AS SHOWN SHRUBS V❑ 157 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 30" HT, x 12"-18" SPRD. / FULL / 3 G 30" 11, C, SOD SOD SEE PLANS PASPALUM 'ARGENTINE' ARGENTINE BAHIA GRASS SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY, MULCH SE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY, LANDSCAPE PLANTING NOTES: 1) ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. 2) ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. 3) ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER, BEFORE, DURING, AND AFTER INSTALLATION. 4 REFER TO WRITTEN SPECIFICATIONS FOR DETAILED PLANTING INSTRUCTIONS. 5 ALL SINGLE—TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. 6 ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. 7 ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH.: 8 ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. 9 ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. 10) ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 113 OF THE ROOTBALL. LANDSCAPE CONTRACTOR NOTES: 1) THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. 'SIN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESE17ING TREES THAT ARE OUT OF PLUMB. 2) THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. 3) THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. 4) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS RULE. 5) THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 6) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 7) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. 8) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. 9) ALL ABOVE GROUND IRRIGATION COMPONENTS SHALL HAVE A VIBURNUM HEDGE AROUND TO SCREEN. ALSO TO BE PAINTED BLACK. &-FzV1%o: ifIj john ewseychi an ass®V.' ■a. landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 0 john ewseychik 0 thom larsen (:0:chris rice m- LSD. DWG 10 o � N &-p_EVlSED Ott -7r29`p3 . john ewseyc i and asso V ■' e ■ landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 C41john ewseychik -D CthoOm larsen :-----D-- COchris rice: -D Q 0 ry 0 Ll w W 0 0 0 U 0 0 0 0 LO o � W Q 4 W PAINT RISER COLOR CHOSEN BY LANDSCAPE ARCHITECT PLASTIC NOZZLE: RAIN BIRD 1800 SERIES PLASTIC SHRUB ADAPTER: RAIN BIRD MODEL PA -8S ULTRA -VIOLET PROTECTIVE. PVC CLAMPS PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4" ABOVE PLANT MATERIAL PVC SCH 40 ELL PVC SCH 40 STREET ELL 1/2 -INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE U OUTSIDE WALL STEEL ANGLE NALL MOUNTED CONTROLLER • 1.5 -INCH PVC SCH 40 CONDUIT AND FITTINGS —JUNCTION BOX & 16 AMP SINGLE THROW SWITCH t___�_ WIRES TO REMOTE CONTROL VALVES 1 -INCH PVC SCH 40 CONDUIT TO 120V POWER SUPPLY C CONTROLLER DETAIL (aHEAD DETAIL 10 ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER INSTRUCTIONS BY THE LANDSCAPE ARCHITECT. FINISH GRADE/TOP OF MULCH /-LOCATE HEADS 6" FROM WALKS OR CURBS /-SPRINKLER BODY ASSEMBLY SEE NOZZLE CHART ,,,-PVC STREET ELL /-FLEX PIPE, 12 -INCH LENGTH: USE 1/2" ON SPRAY HEADS PVC SCH 40 TEE OR ELL STREET ELL \_PVC LATERAL PIPE 11 30 -INCH LINEAR LENGTH OF WIRE, COILED SNAP TI 2CONNECTORS ID TAG VALVE BOX WITH COVER: 12 -INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) -SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL ! -PVC MAINLINE PIPE -PVC SCH.40 TEE OR ELL -PVC SCH 40 MALE ADAPTER -PVC LATERAL PIPE -3.0-INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL U ELECTRIC VALVE � DOUBLE CHECK VALVE COPPER MALE ADAPTER (1 OF 2) COPPER UNION (1 OF 2) COPPER 90' ELL (1 OF 4) COPPER PIPE (TYPICAL) FINISH GRADE COPPER FEMALE ADAPTER IRRIGATION MAINLINE PIPE PVC MALE ADAPTER 'IOTEND DEPARTMENT- VERIFYREVENTER AS LOCAL REQUIREMENTS BY �INSTTAALLATION.AND �TM (QBACKFLOW PREVENTER IRRIGATION NOTES 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18" P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT. 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA -VIOLET LIGHT PROTECTED P.V.C. CLAMPS. 8) ALL CONNTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT. 9) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 13) 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. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT Tr1E EQUIPMENT LOCATION BY OTHERS. EQUIPMENT LIST SYMBOL DESCRIPTION 0 HUNTER 'PS' SERIES 6" POP-UP O HUNTER 'PS' SERIES SHRUB SPRAY ON A SCH, 40 RISER • HUNTER 'PS' SERIES 12" POP-UP ® HUNTER 'ICV' SERIES ELECTRIC VALVE 1-1/2" HUNTER 'ICC' SERIES 8 STATION CONTROLLER 120 VOLT © INSTALL WITH A MINI-CLIK RAIN, FREEZE SENSOR AND BY-PASSBOX. GROUND WITH AN 8' COPPER CLAD ROD. © 1-1/2" DOUBLE-CHECK BACKFLOW PREVENTER O 1-1/2" IRRIGATION METER (BY OWNER) LATERAL LINE SIZE PER PLAN ----- 2" MAINLINE CLASS 200 P.V.C. SIZE PER PLAN -------------- SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24" UQ ANTITY 79 18 0 5 1 1 1 SEE PLAN SEE PLAN SEE PLAN john ewseyc i an assoc., ■ landscape architects golf course architects Ltcerk. own oak Centre drive ngwood, fl 32750 407 830-8922 x: 407 830-7689 • john ewseychik COthom larsen C�OC :—D �1 Uvz k; J IRR—DET 1 oILZI- N o J W W o john ewseyc i an assoc., e . landscape architects golf course architects 620 crown oak centre drive longwood, fl 32750 tel: 407 830-8922 fax: 407 830-7689 • john ewseychik O thom tarsen CchrOis rice:—D Zvi se> o*L I Isq (03 0 W