THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.
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"THE ON-SITE WATER AND/OR WASTEWATER FACILITIES ARE TO BE OWNED AND MAINTAINED BY THE PROJECT DEVELOPER AND/OR MASTER CONDOMINIUM/HOMEOWNER'S ASSOCIATIONS," OR OTHER COMPARABLE PRIVATE OWNERSHIP.
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NOTE: 1. THESE RECORD DRAWINGS SHOW THE WORK COMPLETED DURING CONSTRUCTION. THEY ARE BASED ON DATA FURNISHED BY THE PROJECT SURVEYOR AND THE ENGINEER'S OBSERVATION. 2. GRADES ARE FINAL LIFT.
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CONTRACTOR BACKFILL METHODOLOGY BASED ON INFORMATION PROVIDED BY THE CONTRACTOR, IN ACCORDANCE WITH COLLIER COUNTY ORDINANCE NO. 2004-31, SECTION 9.1.2, THE FOLLOWING METHOD OF BACKFILLING HAS BEEN UTILIZED FOR THIS PROJECT: (I) MECHANICAL SCREENING OF NATIVE BEDDING AND BACKFILL MATERIAL TO A MECHANICAL SCREENING OF NATIVE BEDDING AND BACKFILL MATERIAL TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (II) IMPORTING OF SELECT BEDDING AND BACKFILL MATERIAL TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (III) FULL-TIME INSPECTION DURING LAYING AND BACKFILLING TO A COMPACTED HEIGHT OF ONE FOOT ABOVE TOP OF PIPE (IV) CERTIFICATION BY A GEOTECHNICAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA THAT THE NATIVE OR EXISTING SOILS TO BE ENCOUNTERED DURING THE CONSTRUCTION OF THE UNDERGROUND UTILITY WILL BE SUITABLE FOR USE AS BEDDING AND FILL MATERIAL.
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UTILITIES ONLY
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TRACT 2R, CELESTE DRIVE REPLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 22, PAGES 9 AND 10, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA.
FIRE LINE POINT OF SERVICE 8" GATE VALVE AT COUNTY UTILITY EASEMENT LINE
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FIRE RISER STUB-OUT
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FDC
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CHECK VALVE
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PIV
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8"X6" TEE WITH GV AND HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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PROP. HYDRANT HYDRANT ASSEMBLY
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8" FIRE COMPACT DETECTOR CHECK ASSEMBLY (DESIGNED BY FIRE PROTECTION ENGINEER)
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PROPOSED WATER METER AND BACKFLOW WATER METER AND BACKFLOW ASSEMBLY TO BE SIZED BY COLLIER COUNTY AND INSTALLED BY CONTRACTOR
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746LF-8" PVC DR14 CL200 C900 FIRE LINE WITH 36" MINIMUM COVER
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86 LF-8" PVC DR14 CL200 C900 FIRE LINE WITH 36" MINIMUM COVER
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32LF-8" PVC DR14 CL200 C900 WATER MAIN WITH 36" MINIMUM COVER
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SAN M.H.-101 RIM ELEV = 8.54 INV SW = 2.80 INV SE = 2.70
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PROPOSED 6" GATE VALVE AT UTILITY 6" GATE VALVE AT UTILITY EASEMENT LINE ON EXISTING IRRIGATION MAIN PROVIDE MIN. 18" VERTICAL SEPARATION FROM STORM PIPE; REFER TO LA PLANS FOR CONTINUATION OF IRRIGATION MAIN
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PROPOSED C.U.E. C.U.E.
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SAN MANHOLE #100 EX. SANITARY MANHOLE TO BE CONVERTED TO DROP PER CCU DETAIL WW-4 EX. RIM EL. = 8.95 PROP. INV. IN (NW) = 2.53 EX. INV. OUT (SE) = -4.18
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REMOVE EXISTING 8" TEMPORARY BLOW-OFF AND CONNECT TO EXISTING 8" WATERMAIN; USE OF GAP CONFIGURATION OR TBF AT THE OPTION OF FCD WITH TSP
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PROPOSED 8"X4" 8"X4" TEE & 4" GV
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(2) 750GAL GREASE TRAPS; SEE DETAIL SHEET C-22.00
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GREASE TRAP CLEAN-OUT
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[A]
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20LF 6" LATERAL AT 1.04% (MIN) AND SANITARY CLEAN-OUT
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[B]
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S
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S
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S
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SAN M.H.-102 RIM ELEV = 8.70 INV NW = 3.61 INV NE = 3.51
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SAN M.H.-103 RIM ELEV = 8.63 INV NW = 4.50 INV SE = 4.40
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84LF 6" LATERAL AT 1.04% (MIN)
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37LF 6" LATERAL AT 1.04% (MIN) W/CLEAN-OUT
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74LF 6" LATERAL AT 1.04% (MIN) AND SANITARY CLEAN-OUT
[A] - RIM ELEV = 8.50' - RIM ELEV = 8.50' RIM ELEV = 8.50' INVERT IN = 6.42' INVERT OUT = 6.22' [B] - RIM ELEV = 8.55' - RIM ELEV = 8.55' RIM ELEV = 8.55' INVERT IN = 6.21' INVERT OUT = 6.01'
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WS
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PROPOSED FIRE MAIN
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F
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SS
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IM
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EXISTING IRRIGATION MAIN
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WM
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EXISTING WATER MAIN
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FM
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EXISTING FORCE MAIN
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S
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EXISTING GRAVITY SANITARY SEWER
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1.COUNTY MAINTENANCE AND OWNERSHIP OF SANITARY SYSTEM COUNTY MAINTENANCE AND OWNERSHIP OF SANITARY SYSTEM WILL END AT EXISTING MH#100 WITHIN EXISTING C.U.E.
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1
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2
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5
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RECORD DRAWINGS
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09-20-2018
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DATE:
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THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.
THESE RECORD DRAWINGS ARE INTENDED TO DISPLAY THE COMPLETED WORK SUBSTANTIALLY AS CONSTRUCTED. THEY ARE BASED ON INFORMATION PROVIDED BY THE PROJECT SURVEYOR AND THE ENGINEERS OWN OBSERVATIONS AND NOT BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. FIELD VERIFICATION OF CONDITIONS AND LOCATIONS SHOULD BE UNDERTAKEN PRIOR TO ALTERATIONS OR CONSTRUCTION IN THE PROJECT AREA.