HomeMy WebLinkAboutC700 Water Plan S4A-C700750
750750750755
747747
748
748 749
749
751751751751751752752752752752752
752753753
7 5 3754754754754754756 756
7 56
756
757
753755.44754.47754.05753.80753.48 753.22752.57752.62FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
EX.EX. 8" SDR-26 P.V.C.
EX. 12
EX. 8'x3' CONCRETE BOX CULVERT
EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
EX. MH. #720
T.C.=755.45
8" S.D.R. 35 P.V.C S
INV.=743.86
8" S.D.R. 26 P.V.C N
INV.=743.76
EX. MH. #721
T.C.=754.91
8" S.D.R. 35 P.V.C N
INV.=748.26
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
EX. CURB INLET #813
T.C.=755.25
12" R.C.P. W
INV.=751.66
12" R.C.P. E
INV.=751.56
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 117
INV.=747.19
20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00
W W WW W W WEX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458AEX. END SECTION #143EX. END SECTION #143A WW W WW W WWEX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #810
T.C.=753.00
12" R.C.P. W
INV.=749.63
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W
THE GROVE AT THE LEGACY
SECTION TWO
Inst.#2018030350
PC. #5, Slide #852> o o o15' D&U.E.10' D.U.&S.S.E.10' D.&U.E.50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E. 4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.756 THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
EX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
50' R/W30' B-BGUEST PARKING8 SPACESGUEST PARKING8 SPACESANTIQUITY DRIVE
(PUBLIC) WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)1" COPPER SERVICE LINE3 L.F.1" COPPER SERVICE LINE3 L.F. 1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE3 L.F.1" COPPERSERVICE LINE3 L.F.1" COPPER SERVICE LINE3 L.F.1" COPPER SERVICE LINE3 L.F. 1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPER SERVICE LINE3 L.F.1" COPPERSERVICE LINE3 L.F. 1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPER SERVICE LINE3 L.F.1" COPPER SERVICE LINE3 L.F. 1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE3 L.F.1" COPPERSERVICE LINE3 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPERSERVICE LINE32 L.F.1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
3 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
1" COPPER
SERVICE LINE
6 L.F.
HYDRANT
W/VALVE
HYDRANT
W/VALVE
HYDRANT
W/VALVE
EX. HYDRANT
W/VALVE
EX. HYDRANT
W/VALVE
HYDRANT
W/VALVE
8" VALVE
8"x8"
TEE
8" VALVEHYDRANT
W/VALVE
8" VALVE
8"x8"
TEE
8" VALVE
8"x8"
TEE
8" VALVE
8"x8"
TEE 8" VALVE ALLEY EAST(PRIVATE)873
845
846
849
867
868
869
872
750
753752751
754
755847
875
874
876
877
878
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.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)20 FEET
FORCE MAIN EASEMENT
INSTR. No. 2008043639 30' R.D.E.CHERRY CREEK BOULEVARD8" DI WATER MAIN8" DI WATER MAIN8" DI WATER MAIN8" DI WATER MAIN
8" DI WATER MAIN
5' SIDEWALK5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK 5' SIDEWALK10' 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.&S.S.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.&S.S.E.10' B.L. 6' D.U.&S.S.E. 6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEA
S
EM
EN
T
(2) 45°
BENDS
(2) 45°
BENDS
WATER CROSSING
LOCATED AT EXTRA
DEPTH 71" COVER
CROSSING #1
WATER LOCATED AT
EXTRA DEPTH 100" COVER
(2) 45°
BENDS
(2) 45°
BENDS
ANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
184A 184B
183A 183B
182A 182B
66A 66B
67A 67B
68A 68B
63A63B 64A 64B 65A 65B 181A 181B 180A 180B 179A 179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A
8" VALVE
440' L.F. OF PROPOSED 6" SSD
229' L.F. OF PROPOSED 6" SSD
511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
HYDRANT
W/VALVE
JAMES DEAN DRIVE 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)
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 DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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 FOUR AC700REVISED PER CARMEL UTILITIES COMMENTS 9-1-20 DSMGRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C700 Water Plan S4A.dwg - C700Modified / By: September 1, 2020 10:18:58 AM / dmetzPlotted / By: September 1, 2020 10:36:14 AM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSM1" COPPER SERVICE
O.D. + 1' RIGHT-OF-WAY LINE3.5' 1.0'5'-0"
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)
"C"
"A"
"D"
"B"
"E"
"F"
CROSSING "A" "B" "C" "D" "E" "F"
No. 1 754.82 27" 747.5± 746.5± RCP 8"
09/11/20