HomeMy WebLinkAboutC700 - Water Plan-C700EX. SANITARY
MH #JG 601
(OUTSIDE DROP)
T.C.=857.54
18" PS115 NE
INV.=833.65
18" PS115 S
INV.=833.55
8" S.D.R. 35 P.V.C. W
INV.=848.79
EX. SANITARY MH #JG 600
T.C.=858.06
18" PS115 SW
INV.=833.91
EX. CURB INLET #800
T.C.=856.29
12" R.C.P. SW
INV.=852.57
EX. CURB INLET #801
T.C.=856.31
12" R.C.P. NE
INV.=852.49
12" R.C.P. W
INV.=852.39
EX. YARD INLET #666
T.C.=853.72
12" R.C.P. S
INV.=850.16EX. CURB INLET #679
T.C.=853.20
12" R.C.P. S
INV.=848.85
12" R.C.P. N
INV.=848.95
EX. CURB INLET
W/ 2' SUMP #680
T.C.=853.14
12" R.C.P. N
INV.=848.59
15" R.C.P. S
INV.=848.49
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. YARD INLET #691
T.C.=853.38
12" R.C.P. E
INV.=849.96
EX. OUTLET
CTRL. STR. #693
T.C.=853.31
12" R.C.P. W
INV.=850.85
EX. OUTLET
CTRL. STR. #697
T.C.=851.69
12" R.C.P. SW
INV.=845.21 EX. CURB INLET #668
T.C.=854.22
EX. YARD INLET #667
T.C.=852.48
12" R.C.P. S
INV.=848.98
EX. END SECTION #678
15" R.C.P. N
INV.=853.02
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #696
12" R.C.P. NE
INV.=848.99
EX. END SECTION #695
12" R.C.P. SW
INV.=849.46
EX. END SECTION #694
12" R.C.P. E
INV.=850.69
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
C.A. #28
C.A. #29
314
BLOCK 'N'
312 313 315 316
EX. BMP 15A EX. BMP 15B
EX. BMP 15CEX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29
C.A. #27
**
*
*
**
*
*
5'SI DEWALK
4
0'
B
.
L
.
40'
B.L.
40' B.L.
40' B.L.40' B.L. 40' B.L. 40' B.L.40' B.L.VAR. B.L.VA
R
.
B
.
L
.
VAR. B.L.VAR. B.L.40' B.L
.
VAR. D.U.&S.S.E.5' B.L. 20' D.&U.E.20' D.&U.E.
35' D.&U.E.
20' D.&U.
E
.
30' D.&U.E.
2
0
'
D.&U.
E
.
VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.20' D.U.&S.S.E.30' D.U.&S.S.E.40' D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.VA
R
.
D
.
U
.
&
S
.S.E
.
20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E. 15' R.D.E. 15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B. 30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B. 30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.93'70'35'76'70'110'110' 70'110' 70 '93' 70' 70' 102'70'112' 70'112' 70' 122' 70'112' 89 '
70'
89'70'85'70'132'70'
70'137' 70'117' 30' D.&U.E. 30' D.&U.E.30' D.&U.E.30' D.&U.E. 328 329
321
322
326
319
333
332
331330
327
323
325
324
320 317318
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
C.O.5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI DEWA LK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80%
30' D.&U.E.
5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.
5' T .P .E.&L .B.5' T.P.E.&L.B.50' I.E.E.&D.U .&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&
D.U.&S.S.E.
50' I.E.E.&
D.U.&S.S.E.30' B-B30' B-B LCSPRING MILL ROADNORTHVALE BLVD
MENDENHALLDRIV EALMO
N
D
C
R
E
E
K
D
R
I
VEALMOND CREEK DRIVE 1" COPPERSERVICE LINE47 L.F.1" COPPERSERVICE LINE48 L.F.1" COPPERSERVICE LINE47 L.F.1" COPPERSERVICE LINE47 L.F.1" COPPER
SERVICE LINE
13 L.F.1" COP
P
E
R
SERVI
C
E
LI
N
E
48 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPER
SERVICE LINE
13 L.F.
1" COPPER
SERVICE LINE
13 L.F. ALMOND CREEK DRIVE30' B-B50' R/W50' R/W30' B-B30' B-B
50 ' R/W
50' R/W
30' B-B DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.WATER PLAN C700
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/18/19File Name: S:\60160REP-S7\DWG\C700 - Water Plan.dwg - C700Modified / By: May 8, 2020 2:55:58 PM / dmetzPlotted / By: September 2, 2020 8:01:20 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20 REVISED PER TAC COMMENTS DSM07/15/20 REVISED PER TRICO COMMENTS DSMCONNECT TO EX.
8" WATER MAIN1114°BEND111 4 °
BEND1114°BEND1114°BEND1114°BEND HYDRANTw/ VALVEHYDRANTw/ VALVE8" VALVE8"x8" TEE22 12°BEND2212°BEN
D2212°BEND
22 1 2°
BEND
HYDRANT
w/ VALVE
22 12°BEND
221
2°B
E
N
D 2212°BEND2212°BEND 22 12°BEND2212°
BEN
D
2212°BEND22 1 2 °
BEND
HYDRANT
w/ VALVE
LEGEND
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
CXXX.
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.
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.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
70" DEPTH CROSSING
99" DEPTH CROSSING
116" DEPTH CROSSING
54" DEPTH CROSSING
54" DEPTH CROSSING
54" DEPTH CROSSING
09/02/20