HomeMy WebLinkAboutC700 Water Plan-C700C.A.#38
C.A. #26
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0 5' SIDEWALK5' SIDEWALK5' SIDEWALK
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30' B-B22.5°
BEND
22.5°
BEND
8"X8"
TEE
45°
BEND
45°
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45°
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45°
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45°
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45°
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45°
BEND 22.5°
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22.5°
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22.5°
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11.25°
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22.5°
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22.5°
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45°
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22.5°
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22.5°
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CONNECT TO EX.
8" WATERMAINEX. HYDRANT
W/VALVE
HYDRANT
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8" VALVEHYDRANT
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E 1" COPPERSERVICE LINE10 L.F.1" COPPERSERVICE LINE9 L.F.1" COPPERSERVICE LINE9 L.F.1" COPPERSERVICE LINE9 L.F.1" COPPERSERVICE LINE9 L.F.1"
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112 L.F.
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SERVICE LINE
83 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.1" COPPERSERVICE LINE43 L.F.54" DEPTH CROSSING
54" DEPTH CROSSING
88" DEPTH CROSSING
105" DEPTH CROSSING
103" DEPTH CROSSING
45°
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
VAR. B.M.P.E. & R.D.E. & U.E.
CONTRACTOR TO FIELD
VERIFY AND CONNECT TO
EXISTING SANITARY STUB
CONTRACTOR TO REPLACE EXISTING STRUCTURE
JG607 CASTING WITH A WATERTIGHT CASTING.
(SEE DETAIL SHEET C800)
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
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)8" VALVEVAR. BUFFER&L.B.&R.D.E.100' WIDE TREEPRESERVATIONEASEMENT10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
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C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.8" VALVE100' WIDE TREEPRESERVATIONEASEMENT45°
BEND
C.A
.#8
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C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
1
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C.O.
C.O.
C.O.
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C.O.15' T.P.E.15' T.P.E.15' T.P.E.50' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
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50' D.U. & S.S.E.
& I.E.E. & P.A.E.
C.O.
C.O.
C.O.
C.O.
11.5'
11.5'
60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C700 Water Plan.dwg - C700Modified / By:December 13, 2021 10:58:38 AM / ecarsonPlotted / By:December 13, 2021 10:59:49 AM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTLEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
HYDRANT w/ 6" VALVE
GATE VALVE
TEE
BEND, HORIZONTAL
CONSTRUCTION LIMITS
NOTES
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS
AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C800.
ALL WATER MAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND
SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE
TOP.
POSI-CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE
INSTALLATIONS AND MEGA LUGS MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
ALL DUCTILE IRON WATER MAINS SHALL BE BEDDED IN SAND FROM
THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE.
INSTALL WATER MAIN TRACER WIRE WITH ALL WATER MAINS LAID
AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE
ALL WATER MAINS LAID.
ALL WATER MAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE
CITY OF CARMEL SPECIFICATIONS.
FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE
PLACED FOR ALL STREET CROSSINGS.
FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET
PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT.
ONLY MUELLER HYDRANTS AND VALVES MAY BE USED.
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY
CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
50'25'50'0
1" = 50 FT DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC700REVISED PER CITY OF CARMEL COMMENTS10/21/21AEC