HomeMy WebLinkAboutC700 Water Plan-C700SA3 N RI
M
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MMGolfview DriveAPARTMENT BUILDINGAPARTMENT BUILDING84784884
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84684784784884884984984
9 8498
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83
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836840838835834840847 847
849 849
830.70SA3 N RI
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SA3 N
RI
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3780
838.53
ST2 S FLAT
SA3 N RI
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5139
841.93
5140
841.90
A/C_UNIT
C.O. SA4 R4 EX. SANITARY
MANHOLE
TC=831.85'
EX. SANITARY
MANHOLE
TC=839.22'
10" CLAY
INV.=833.32' SW
20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
(NOT TO BE VACATED)
2 0'
2 0'
20'20'20' Gas Line Easement
Record 264, Pg. 354
Amended by
Record 301, Pg. 645
MOHAWK WB LLC
MOHAWK WB LLC
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8
2
0
82
1
8
1
7
8
1
8
8
1
98
4
0
8
4
1
8
4
2
8" TEE
8" TEE
22.5°
BEND
11.25°
BEND
8" VALVE
8" VALVE
8" VALVE
TEMP. HYDRANT
TEMP. HYDRANT
8" VALVE
8"
D
.
I.8" D.I.HYDRANT
8" VALVE
TEMP.
HYDRANT
11.25°
BEND
8" TEE
8" D.I. 8" VALVE
84
0
83
7
83
8
83
9
841
842
83
5
83
2
83
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83
4
83
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83
0
828
82
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1
826
827
825 824
822 823820821
817818
819
8
4
2
842843844APARTMENT BUILDINGAP
A
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T
M
E
N
T
BU
I
L
D
I
N
G
1867
839.40
X LINE 18"? RCP
1868
845.45
X LINE 18"? RCP
PVMT
PVMT
PVMT
Gol fvi ew Dr i ve Kinzer AvenueKinzer AvenueEX. 5' SIDEWAL
K
EX. 5' SID
E
W
A
L
K
E X. 5' S I DEWALK
EX
. 5' SID
EW
A
L
K
EX. SANITARY
MANHOLE
TC=833.41'
8" CLAY
INV.=826.41' S
10" CLAY
INV.=826.29' W
INV.=825.96' N
INV.= 824.24' E
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
EX. WET POND WITH NATIVE BANKS
833.00
835.63
837.14
839.57
817.00
SA3 N RIM10' BIKE LANESTEINBECK PLACE
(Private)ASTOR LANE(Private)VALENTINE DRIVE(Private)VALE NTINE DRI VE(Private)21' I.E.E.
31'
D.U.&S.S.E.31 ' D.U.&S.S.E.31'
D.U.&S.S.E.21' I.E.E.21' I.E.E.
2 1 ' 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.
& B.M.P.E.
VAR. D.U.&
L.M.A.E.&P.A.E.
VAR.
D.U.&
L.M.A.E.&
P.A.E.KINZERAVENUE(Public)5' B.L.5' BL5' BL 5' BL 1
4
'
B.L.5'
BL31 ' D.U.&S.S.E.VAR. D.U.&
L.M.A.E.&P.A.E.& B.M.P.E.
10' P.A.E.10' P.A.E. 10' P.A.E. 10' P.A.E.5' D.&U.E.
5' D.&U.E.
10' D.&.U.E. 10' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E. 15' D.&.U.E.5' BL5'
B
L
5'
BL
5' BL 5' BL 5' BL
5' BL 5' BL 5' BL 5' BL
5' BL5' BL 5' BL5' BL 5' BL5' BL5' BL 15' D.&.U.E.15' D.&.U.E. 15' D.&.U.E. 10' D.&.U.E.5.5' P.A.E.VA R . B .M.P.E.
VAR.
S.L.E.10'10'10'10'
HYDRANT
HYDRANT
11.25°
BEND
11.25°
BEND
11.25°
BEND
11.25°
BEND
22.5°
BEND
22.5°
BEND
8" TEE
S
1" COPPER
SERVICE LINE
140
24 L.F.
1" COPPER
SERVICE LINE
88
26 L.F.
1" COPPER
SERVICE LINE
87
26 L.F.
1" COPPER
SERVICE LINE
86
24 L.F.
1" COPPER
SERVICE LINE
85
24 L.F.
1" COPPER
SERVICE LINE
84
26 L.F.
1" COPPER
SERVICE LINE
83
25 L.F.
1" COPPER
SERVICE LINE
82
24 L.F.
1" COPPER
SERVICE LINE
81
24 L.F.
1" COPPER
SERVICE LINE
80
24 L.F.
1" COPPER
SERVICE LINE
79
25 L.F.
1" COPPER
SERVICE LINE
89
4 L.F.
1" COPPER
SERVICE LINE
90
3 L.F.
1" COPPER
SERVICE LINE
91
3 L.F.
1" COPPER
SERVICE LINE
92
3 L.F.
1" COPPER
SERVICE LINE
93
4 L.F.
1" COPPER
SERVICE LINE
94
3 L.F.
1" COPPER
SERVICE LINE
78
24 L.F.
1" COPPER
SERVICE LINE
77
24 L.F.
1" COPPER
SERVICE LINE
76
24 L.F.
1" COPPER
SERVICE LINE
75
24 L.F.
1" COPPER
SERVICE LINE
74
24 L.F.
1" COPPER
SERVICE LINE
73
24 L.F.
1" COPPER
SERVICE LINE
72
24 L.F.
1" COPPER
SERVICE LINE
71
24 L.F.
1" COPPER
SERVICE LINE
70
24 L.F.
1" COPPER
SERVICE LINE
95
3 L.F.
1" COPPER
SERVICE LINE
97
3 L.F.
1" COPPER
SERVICE LINE
96
3 L.F.
1" COPPER
SERVICE LINE
98
3 L.F.
1" COPPER
SERVICE LINE
99
3 L.F.
1" COPPER
SERVICE LINE
100
3 L.F.
1" COPPER
SERVICE LINE
139
24 L.F.
1" COPPER
SERVICE LINE
138
24 L.F.
1" COPPER
SERVICE LINE
137
24 L.F.
1" COPPER
SERVICE LINE
136
24 L.F.
1" COPPER
SERVICE LINE
101
3 L.F.
1" COPPER
SERVICE LINE
102
3 L.F.
1" COPPER
SERVICE LINE
103
3 L.F.
1" COPPER
SERVICE LINE
104
3 L.F.
1" COPPER
SERVICE LINE
105
3 L.F.
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
134
3 L.F.
STEINBECK PLACE
(Private)ASTOR LANE(Private)VALENTINE DRIVE(Private)VALENTINEDRIVE(Private)21' I.E.E.
B-B
31'
D.U.&S.S.E.31 ' D.U.&S.S.E.31'
D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.
B-B
21 ' I .E.E.
B-B
21' I.E.E.B-B
W
W
W
W
W
W
W WWWW W W W WWWW WWWW W WWWW8" TAPPING SLEEVE & VALVE
WET TAP
20'
(TYP.)9'(TYP.)20' (TYP. )9 '(TY
P
.
)
20'(T YP.)9'(TYP.)8" VALVE
8" VALVE 8" VALVE
8" VALVE
SECTION 3
SECTION 2
REMOVE EX. TEMP.
HYDRANT
1" COPPER
SERVICE LINE
135
3 L.F.
EX. 8" WAT E RHYDRANTEXIST. FIRE HYDRANT TO BE
REINSTALLED AS A PERMINANT
FIRE HYDRANT PER CARMEL
WATER SPECIFICATIONS
EXIST. 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 PLANC700REVISED 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 - C700Modified / By: March 12, 2020 11:18:34 AM / dmetzPlotted / By: October 6, 2020 9:20:05 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