HomeMy WebLinkAbout12 C207 Water Main PlanSIZE ENGINEER.•
3.
7/23/04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SOS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1.
6/30/04
PER SCS COMMENTS
NO.
DATE
REWSION DESCRIP11ON
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PLATINUM
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LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317-818- 2900
FAX: 317 818 -2.910
PROPERTIES
INDIANAPOLIS,
CONf1DENTIALITY STATEMENT:
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The recipient of these materials
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whichever comes first.
SITE ADDRESS:
SUBDIVISIO\
WEST ROAD
INDIANA
BELLEYTOOD
131st STREET
CARMEL,
SCALE 1 50'
DAIS 7.23 -04
DES /ONED BY pGP
DRAWN ®Y RC
CHECKED BY pGP
HELD BOOK .f'
f1LE NAME. 0327watermain
DRANK 111ZE
MAIN PLAN
WATER
SHEET NO:
C2O7
1 2" CP
29
45° BEND
U-
U-
0
K)
22.5° BE
X 8" X 8" TEE
1 0
NEW HYDT
NEW HYDT
89
(D
oci
rn
28
w
REPS DRIVE'
WATER VALVE
30
31
FIRE HYDRANT
WATER MAIN BEND
WATER MAIN
W— 1" COPPER WATER SERVICE LATERAL
8" PVC
SANITARY LATERAL
27
I
LT.
I
26
7
8" DUCTILE IRON
i
STORM PIPE AND STRUCTURE
SANITARY PIPE AND STRUCTURE
UNDERDRAIN
WATER MAIN REDUCER
WATER MAIN TEE
25
cd
SCHMIDLER CIRIVE
12" DUCTILE IR
6
a-
U-
8" PVC
24
27" RCP
RcL
1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS TO
FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
2. A MINIMUM 10 FT. HORIZONTAL AND 1.5 FT. VERTICAL SEPARATION SHALL BE MAINTAINED
BETWEEN ALL SEWERS AND WATER LINES.
3. MINIMUM COVER FOR ALL WATER LINES SHALL BE 54 INCHES AS MEASURED FROM THE FINAL
FINISHED GRADE TO THE CROWN OF THE PIPE.
4. WATER LINES SHALL BE INSTALLED, DISINFECTED AND TESTED IN ACCORDANCE WITH THE
CURRENT STANDARDS AND SPECIFICATIONS FOR INSTALLING WATER MAINS AND FIRE HYDRANTS
AS ISSUED BY THE CITY OF CARMEL UTILITY DEPARTMENT.
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411
12" RCP
131st STREET
oo
OR
50
23 22
12" DUCTILE IRON
51
o'
N
Lri
t
18" RCP
PVC
SCHMIDLER DR
52
0
21
"HOLEY MOLEY SAYS CALL AT LEAST TWO FULL.
WORKING DAYS BEFORE YOU DIG IT'S THE LAW
N
t)
0
0
TYPICAL STREET DETAL
REPASS DRIVE
J
TYPICAL
NO SCALE
50' R/W
53
a:
:N)
r.
0
0
NO ICAL
50' R/W
23'
1 —800 -382 -5544
CALL TOLL FREE
1 —800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
20
4' 16'
I 4' i 6'
=rte s
TYPICAL CUL -DE -SAC DETAIL
_CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
12" VALVE
(BY CITY OF CARMEL)
12" X 12" X 8" TEE
(BY CITY OF CARMEL)
8" VALVE—
(BY CITY OF CARMEL)
CONNECT TO EXISIN
12" X 12" X 8" TEE
12" 12 WATERMAIN TEES TO
BE CONSTRUCTED- IBY THE
CITY OF CARMEL
CONNECT TO LXISTINO
12" X 12" X 8" TEE
12" VALVE
(BY CITY OF CARMEL)
12" X 12" X 12" TEE
(BY CITY OF CARMEL)
12" WATERMAIN TEES TO
BE CONSTRUCTED BY THE
CITY OF CARM EL
IL I
12" RCP
NEW HYDT
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INCHES
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FEET
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