HomeMy WebLinkAboutC701 Water Plan S4B-C701755756750 755755751752753754
756
757 757EX. 8" SDR-26 P.V.C.
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. #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. #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
20' Force Main Easement Inst.
W
W W
W
W
EX. YARD INLET #836
T.C.=756.37
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
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. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
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
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. MH. #724
T.C.=758.66
8" S.D.R. 35 P.V.C E
INV.=751.07
EX. MH. #226
T.C.=758.65
8" S.D.R. 35 P.V.C W
INV.=749.66
8" S.D.R. 35 P.V.C E
INV.=749.56
EX. MH. #723
T.C.=758.23
8" S.D.R. 35 P.V.C W
INV.=749.17
8" S.D.R. 35 P.V.C E
INV.=749.13
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
W W W W W W W W W W W W
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8
756
752
753
THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
BIRTHRIGHT WAY
WILBUR ROAD(PRIVATE)ANTIQUITY
BIRTHRIGHT WAY
PICKETT PLACE
(PRIVATE)
(PRIVATE)
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
(PRIVATE)
758.83
50' I.E.E.
30' B-B
30' B-B
50' I.E.E.
30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' 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.PICKETT PLACE
LARSON DRIVE15' 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.&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.8" DI WATER MAIN8" DI WATER MAIN
(PRIVATE)(PUBLIC)(PRIVATE)WILBUR ROADL.C.A. #11
3,150 sq.ft.
1" COPPER
SERVICE LINE
62 L.F.
1" COPPER
SERVICE LINE
62 L.F.
1" COPPER
SERVICE LINE
62 L.F.
1" COPPER
SERVICE LINE
62 L.F.
1" COPPER
SERVICE LINE
61 L.F.
1" COPPER
SERVICE LINE
61 L.F.
1" COPPER
SERVICE LINE
51 L.F.
1" COPPER
SERVICE LINE
61 L.F.1" COPPE
R
SERVI
CE LI
NE
17 L.F.1" COPPER
SERVICE LINE
51 L.F.
1" COPPER
SERVICE LINE
51 L.F.
1" COPPER
SERVICE LINE
51 L.F.
1" COPPER
SERVICE LINE
51 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" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE51 L.F.1" COPPERSERVICE LINE50 L.F.1" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE16 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" COPPERSERVICE LINE13 L.F.1" COPPERSERVICE LINE13 L.F.86878889909192141140139138137
99989796959493132133134135136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175
1" COPPER
SERVICE LINE
62 L.F.
1" COPPER
SERVICE LINE
51 L.F.
HYDRANT
W/VALVE
8" VALVE
EX. HYDRANT
W/VALVE
EX. 8" VALVE
HYDRANT
W/VALVE
8"x8"
TEE 8" VALVE
HYDRANT
W/VALVE
EX. HYDRANT
W/VALVE
EX. 8" VALVE
HYDRANT
W/VALVE
8" VALVE
L.C.A. #10
2,726 sq.ft.8" DI WATER MAIN8" 45°
BEND
8" 45°
BEND
15' D&U.E.15' D&U.E.15' D&U.E.
V.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
G.C.A. #12
1,859 sq.ft.
V.A.R. R/W
BIKE PROMENADE
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&
P.A.E.& L.M.A.E.
HYDRANT
W/VALVE DATEMARKREVISIONSBYCERTIFIED: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 FOUR BC701REVISED PER CARMEL UTILITIES COMMENTS9-1-20DSMGRAPHIC 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-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
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File Name:S:\55115-PYT-S4\DWG\C701 Water Plan S4B.dwg - C701Modified / By:September 1, 2020 10:19:43 AM / dmetzPlotted / By:September 1, 2020 10:28:22 AM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSMCONTRACTOR TO ENSURE CONNECTION
POINTS TO EXISTING HYDRANTS AND
VALVES MAINTAIN GRADE. MAKE
ADJUSTMENTS IF NEEDED.
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)