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Home My WebLink AboutC700 - Water Plan-C700757750755755755751752753754757 753753751 750 748749 751752 753 755757755 756 W WWWWWWWWWWWWWWEX. 10" SDR-26 P.V.C.EX. 12" WATERMAINEX. MH. #705 T.C.=756.32 10" S.D.R. 26 P.V.C N INV.=736.96 10" S.D.R. 26 P.V.C S INV.=736.94 8" S.D.R. 26 P.V.C W INV.=747.46 EX. MH. #706 T.C.=756.82 10" S.D.R. 26 P.V.C S INV.=738.08 EX. MH. #736 T.C.=755.93 8" S.D.R. 35 P.V.C S INV.=750.50 EX. MH. #727 T.C.=755.19 8" S.D.R. 26 P.V.C S INV.=745.62 8" S.D.R. 35 P.V.C E INV.=747.53 8" S.D.R. 35 P.V.C W INV.=745.83 EX. MH. #726 T.C.=758.49 8" S.D.R. 26 P.V.C N INV.=744.62 8" S.D.R. 26 P.V.C S INV.=744.52 8" S.D.R. 26 P.V.C W INV.=746.23 EX. MH. #734 T.C.=757.89 8" S.D.R. 35 P.V.C S INV.=748.92 8" S.D.R. 26 P.V.C E INV.=748.82 8" S.D.R. 35 P.V.C N INV.=749.70 EX. YARD INLET #800 T.C.=755.77 15" R.C.P. N INV.=751.41 18" R.C.P. S INV.=751.31 EX. YARD INLET #799 T.C.=755.68 15" R.C.P. S INV.=752.05 12" R.C.P. N INV.=752.65 EX. END SECTION #800A 12" R.C.P. S INV.=753.15 WWWWWWWW EX. YARD INLET #836 T.C.=756.37 ADJUST TC = 755.40 12" R.C.P. W INV.=752.50EX. END SECTION #830 36" R.C.P. E INV.=749.79 EX. MH. #726 T.C.=756.32 8" S.D.R. 35 P.V.C S INV.=746.22 8" S.D.R. 35 P.V.C E INV.=746.32 EX. MH. #727 T.C.=756.66 8" S.D.R. 35 P.V.C N INV.=747.36 8" S.D.R. 35 P.V.C S INV.=747.14 8" S.D.R. 35 P.V.C W INV.=747.04 > o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o o756751 752 753 754 PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN EX. FIRE HYDRANT EX. FIRE HYDRANT756.45WWWWWWW W W W W W W W W W W WWWW WWEX. CURB INLET #831 T.C.=756.34 12" R.C.P. E INV.=752.46 EX. MANHOLE #832 T.C.=756.25 12" R.C.P. W INV.=752.05 18" R.C.P. S INV.=751.67 15" R.C.P. E INV.=751.77 EX. YARD INLET #864 T.C.=756.06 15" R.C.P. W INV.=752.11 12" R.C.P. E INV.=752.11 EX. YARD INLET #864A T.C.=756.26 12" R.C.P. E INV.=752.62 12" R.C.P. W INV.=752.52 EX. YARD INLET #835 T.C.=757.09 12" R.C.P. W INV.=753.72 EX. MH. #725 T.C.=757.98 8" S.D.R. 26 P.V.C E INV.=748.98 8" S.D.R. 35 P.V.C W INV.=749.08 EX. MH. #791 T.C.=758.54 8" S.D.R. 35 P.V.C W INV.=750.60 8" S.D.R. 35 P.V.C E INV.=750.50 EX. MH. #790 T.C.=758.69 8" S.D.R. 35 P.V.C E INV.=751.59 EX. MANHOLE #826 T.C.=755.94 27" R.C.P. SW INV.=751.16 18" R.C.P. S INV.=751.25 15" R.C.P. E INV.=751.16 EX. MH. #769 T.C.=756.93 8" S.D.R. 35 P.V.C S INV.=748.45 8" S.D.R. 35 P.V.C N INV.=748.55 EX. MH. #774 T.C.=756.49 8" S.D.R. 35 P.V.C S INV.=748.22 8" S.D.R. 35 P.V.C N INV.=748.32 757 750 749 751752 753 750749 751 752 750 748 749 751 752748 750 748 749 751 752 753 754747750749751752750 748749 751752 EXISTING PATH L.C.A. #7 1,869 sq.ft. 10' B.L.10' B.L.10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.VAR. D.U.& L.M.A.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E. 10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E. 10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' B.L.VAR. D.U.PA, L.M.A.E. & B.M.P.E. G.C.A. #15 77,300 sq.ft. G.C.A. #16 23,700 sq.ft. VAR. D.U.PA, L.M.A.E. & B.M.P.E. 8" DI WATER MAIN LARSON DRIVE(PUBLIC)LARSON DRIVE(PRIVATE)WILBUR ROAD(PRIVATE)EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE) EVERETT DRIVE (PRIVATE)SPURR LANE(PRIVATE)50' I.E.E. 50' I.E.E. V.A.R. R/W BIKE PROMENADE 50' I.E.E.50' I.E.E.50' I.E.E.50' R/W S S10' D.&U.E.V.A.R. R/W BIKE PROMENADE 3940414243 101102103104105106107108 109110111112113114115116117118119120121122123124125126 127 128 129 130 131 162 163164 165 44 45 38 37JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)L.C.A. #5A 3,237 sq.ft. VAR. D.U.& L.M.A.E. 50' R/W 30' B-B 30' B-B 30' B-B 30' B-B 30' B-B30' B-B30' B-B25' 25'8" VALVE8"x8" TEEHYDRANTW/ VALVEHYDRANTW/ VALVEHYDRANTW/ VALVEHYDRANTW/ VALVE1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPER SERVICE LINE 49 L.F. 1" COPPER SERVICE LINE 49 L.F. 1" COPPER SERVICE LINE 15 L.F. 1" COPPER SERVICE LINE 15 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE16 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPER SERVICE LINE 71 L.F. 1" COPPER SERVICE LINE 71 L.F. 1" COPPER SERVICE LINE 51 L.F. 1" COPPER SERVICE LINE 51 L.F.1" COPPERSERVICE LINE16 L.F.WET TAP EXISTING 12" MAIN8" VALVE8" VALVE8" VALVE8" VALVEDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.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: 317.849.5942SHEET NO. DRAWN BY:CHECKED BY:WATER PLANSECTION FIVEC700 GRAPHIC SCALE ( IN FEET ) 1" = 50 FT LEGEND DENOTES CONSTRUCTION LIMITS EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE HYDRANT w/ 6" VALVE BLOW OFF ASSEMBLY GATE VALVE REDUCER TEE BEND, HORIZONTAL RAISED PAVEMENT MARKER APPROXIMATE LIMITS OF FLOODWAY, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 APPROXIMATE LIMITS OF FLOODWAY FRINGE, AS SCALED FROM FIRM MAP PANEL Nos.: 18057C0206G / 208G DATED: NOVEMBER 19, 2014 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. 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 CXXX. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. 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. RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. FW(FIRM) FWF(FIRM) 1" COPPER SERVICE O.D. + 1'RIGHT-OF-WAY LINE3.5'1.0'5'-0" 55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\55115PYT-S5\DWG\C700 - Water Plan.dwg - C700Modified / By:May 6, 2021 10:29:25 AM / ecarsonPlotted / By:May 12, 2021 3:36:47 PM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...CONTRACTOR TO ENSURE CONNECTION POINTS TO EXISTING HYDRANTS AND VALVES MAINTAIN GRADE. MAKE ADJUSTMENTS IF NEEDED. PRESSURE PIPE JOINT RESTRAINT TABLE 45° 22-1/2° 11-1/4° 6"8"10"12"14"16"18"20"24"30" 27'35'42'50'58'65'73'80'95'115' 7'9'11'13'15'17'19'21'24'29' 3'4'5'6'7'8'9'10'12'14' 2'2'3'3'4'4'4'5'6'7' THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. DEGREE OF BEND 90°, TEES & PLUGS LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE 1" CORP COCK ANGLE VALVE PROTECTED WITH PLASTIC WRAP PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) CONTRACTOR TO ENSURE CONNECTION POINTS TO EXISTING HYDRANTS AND VALVES MAINTAIN GRADE. MAKE ADJUSTMENTS IF NEEDED.