HomeMy WebLinkAboutWater Distribution Plan Sheet 34I
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1-1 1' -0 "(MIN.)
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REDUCER
MAIN TEE OR
✓ALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
CONCRETE
THRUST BLOCK
EIRE HYDRANT DETAIL
(NO SCALE)
O.D. + 1'
15' -20'
-III III- (ANGLE VALVE
=I I I =I PROTECTED
-III III- WITH PLASTIC
WRAP
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-III III: W
=I I 1 " CORP. I= 0
COCK III n'
1 " COPPER SERVICE
-III III
IPIPE � TO B E SUPPORTED ALONG ENTIRE
LENGTH — EXCAVATE FOR EACH JOINT
WATER SERVICE INSTALLATION
(NO SCALE)
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
NOTE: POSI -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE INSALLATION.
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CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE & FIRM
FACE OF TRENCH AT ALL TEES BENDS & PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
SCALE: 1`60'
°� • No.
19358
-o •' STATE OF
L
ALL WATERMAINS SHALL BE
DUCTILE IRON AND INSTALLED PER
THE CITY OF CARMEL SPECIFICATIONS
"HOLEY MOLEY"
SAYS:
1- 800 - 382 -5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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.
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REQUIRED
■
BLOW OFF ASSEMBLY
i'
REDUCER
MAIN TEE OR
✓ALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
CONCRETE
THRUST BLOCK
EIRE HYDRANT DETAIL
(NO SCALE)
O.D. + 1'
15' -20'
-III III- (ANGLE VALVE
=I I I =I PROTECTED
-III III- WITH PLASTIC
WRAP
=I I= w
-III III: Z
=1 1=
-III III: W
=I I 1 " CORP. I= 0
COCK III n'
1 " COPPER SERVICE
-III III
IPIPE � TO B E SUPPORTED ALONG ENTIRE
LENGTH — EXCAVATE FOR EACH JOINT
WATER SERVICE INSTALLATION
(NO SCALE)
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
NOTE: POSI -CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE INSALLATION.
I
m wu
CONCRETE THRUST BLOCKING
CONCRETE TO BE POURED BETWEEN PIPE & FIRM
FACE OF TRENCH AT ALL TEES BENDS & PLUGS
TYPICAL THRUST BLOCKING
(NO SCALE)
SCALE: 1`60'
°� • No.
19358
-o •' STATE OF
L
ALL WATERMAINS SHALL BE
DUCTILE IRON AND INSTALLED PER
THE CITY OF CARMEL SPECIFICATIONS
"HOLEY MOLEY"
SAYS:
1- 800 - 382 -5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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.
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SHEET NO.
34
OF 37 SHEETS
JOB X0.42611