HomeMy WebLinkAboutC700 Water Plan-C701TV.P.845.59845.12845.16844.76844.85844.96845.42845.33TV.P.845.54845.43846.
ELECTRIC
BOX
APARTMENT BUILDING
SAND
TRAP
847
847847
848848
MOHAWK WB LLC
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8" TEE8" TEE
8" VALVE
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8" D.I.8" D.I.8" D.I.
HYDRANT
HYDRANT
8" VALVE
PVMT
PVMTEast Auman Drive73
74
75
76
77
78
79 MADELYN DRIVE(Private)40' SETBACK
21' I.E.E.
31'
D.U.&S.S.E.
46' R/WTEMPLETON DRIVE(Public)5' BL5' BL 5' BL 5' B.L.10' D.&.U.E.10' D.&.U.E. 73
74
75
76
77
78
79 EAST AUMAN DRIVE EX. 50' R/W
5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East73
74
75
76
77
78
79
LAGERFIELD DRIVE
(Public) MADELYN DRIVE(Private) STEINBECK PLACE
(Private)ASTOR LANE(Private)TEMPLETON DRIVE W(Public)21' I.E.E.
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.&
L.M.A.E.&P.A.E.
VAR.
D.U.&
L.M.A.E.&
P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L. 5' BL
VAR.
D.U.&
L.M.A.E.&
P.A.E.10' D.&.U.E.10' D.&.U.E. 40' SETBACK 10' B.L.VAR. B.L. 1
0
'
B
.
L
.
10' P.A.E.10' P.A.E. 10' P.A.E. EAST AUMAN DRIVE 73
74
75
76
77
78
79
EX. 50' R/W
5' BL
10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E. 10' D.&.U.E.
5' BL 5' BL 5' BL 5' BL 5' BL
5' BL
5' BL 5' BL 5' BL 5' BL 5' BL5' BL 5' BL 5.5' P.A.E.VAR.
S.L.E.10'10 '10'10'
VAR.
S.L.E.
VAR.
S.L.E.10'15'10'15'10'VAR.
S.L.E.
CROSSWALK
CROSSWALK
HYDRANT
8" TEE
8" VALVE
8" VALVE
NEW HYDRANT
8" TEE
S
D
D
1" COPPER
SERVICE LINE
136
24 L.F.
SERVICE LINE
1" COPPER
SERVICE LINE
106
3 L.F.
1" COPPER
SERVICE LINE
107
3 L.F.1" COPPER
SERVICE LINE
108
3 L.F.
1" COPPER
SERVICE LINE
109
3 L.F.
1" COPPER
SERVICE LINE
110
3 L.F.1" COPPER
SERVICE LINE
111
3 L.F.
1" COPPER
SERVICE LINE
112
3 L.F.
1" COPPER
SERVICE LINE
134
3 L.F.
1" COPPER
SERVICE LINE
132
28 L.F.
1" COPPER
SERVICE LINE
133
28 L.F.
1" COPPER
SERVICE LINE
113
3 L.F.1" COPPER
SERVICE LINE
114
3 L.F.
1" COPPER
SERVICE LINE
115
3 L.F.
1" COPPER
SERVICE LINE
116
3 L.F.
1" COPPER
SERVICE LINE
117
24 L.F.
1" COPPER
SERVICE LINE
118
3 L.F.
1" COPPER
SERVICE LINE
131
24 L.F.
1" COPPER
SERVICE LINE
130
24 L.F.
1" COPPER
SERVICE LINE
129
24 L.F.
1" COPPER
SERVICE LINE
128
24 L.F.
1" COPPER
SERVICE LINE
119
3 L.F.
1" COPPER
SERVICE LINE
120
3 L.F.
1" COPPER
SERVICE LINE
121
3 L.F.1" COPPER
SERVICE LINE
122
31 L.F.
1" COPPER
SERVICE LINE
123
11 L.F.
1" COPPER
SERVICE LINE
124
11 L.F.
1" COPPER
SERVICE LINE
125
11 L.F.
1" COPPER
SERVICE LINE
127
24 L.F.
1" COPPER
SERVICE LINE
126
24 L.F.
1" COPPER
SERVICE LINE
142
10 L.F.
1" COPPER
SERVICE LINE
143
10 L.F.
1" COPPER
SERVICE LINE
144
10 L.F.
1" COPPER
SERVICE LINE
145
10 L.F.5' B.L. 5' B.L. 5' B.L.5' B.L. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE
(Private)ASTOR LANE(Private)LAGERFIELD DRIVE
(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31'
D.U.&S.S.E.
45.75' R/W EX. 45.75' HALF R/W
91.5' R/W
21' I.E.E.
B-B
31'
D.U.&S.S.E.
36'
D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.B-B
21' I.E.E.
B-B
21' I.E.E.B-B8" TEE
1" COPPER
SERVICE LINE
143
10 L.F.
1" COPPER
SERVICE LINE
167
28 L.F.
1" COPPER
SERVICE LINE
166
28 L.F.
1" COPPER
SERVICE LINE
165
28 L.F.
1" COPPER
SERVICE LINE
164
28 L.F.
1" COPPER
SERVICE LINE
163
28 L.F.
1" COPPER
SERVICE LINE
162
28 L.F.
1" COPPER
SERVICE LINE
161
28 L.F.
28 L.F.
21' I.E.E.
B-B
20'
B-B
20'
B-B
30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9'
(TYP.)
8" VALVE 8" VALVE
8" VALVE
SECTION 3
SECTION 2
SECTION 3
SECTION 2
REMOVE EX. TEMP.
HYDRANT
1" COPPER
SERVICE LINE
135
3 L.F. EX. 8" WATER8" TAPPING
SLEEVE & VALVE
WET TAP HYDRANT CROSSWALKEXIST. FIRE HYDRANT TO BE
REINSTALLED AS A PERMINANT
FIRE HYDRANT PER CARMEL
WATER SPECIFICATIONS
EXISTING TRANFORMERS
TO BE RELOCATED DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY: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: 317.849.5942WATER PLANC701REVISED PER CARMEL WATER 03/12/20DSM 1" = 50 FT
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 C700.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS.
ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP.
POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE
INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL
WATERMAINS LAID,
ALL WATERMAINS 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.
PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND 6" 8" 10" 12" 14" 16" 18" 20" 24" 30"
90°, TEES &
PLUGS 27' 35' 42' 50' 58' 65' 73' 80' 95' 115'
45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29'
22 1
2° 3' 4' 5' 6' 7' 8' 9' 10' 12' 14'
11 1
4° 2' 2' 3' 3' 4' 4' 4' 5' 6' 7'
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US
PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE
DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
LEGEND
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED REDUCERDYHWV
M
1" COPPER SERVICE
LENGTH - EXCAVATE FOR EACH JOINT
PIPE TO BE SUPPORTED ALONG ENTIRE
WATER SERVICE INSTALLATION
COCK
1" CORP.
O.D. + 1'
(NO SCALE)RIGHT-OF-WAY LINEPROTECTED
ANGLE VALVE
WITH PLASTIC
WRAP
3.5' 1.0'5'-0"
65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/20/2019DP
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File Name: S:\65840BKM-S3\DWG\C700 Water Plan.dwg - C701Modified / By: March 12, 2020 11:18:34 AM / dmetzPlotted / By: October 6, 2020 9:20:18 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTSDSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 12/04/20