HomeMy WebLinkAboutC700 Water PlanPRESSURE 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" 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
2'
2
3'
3'
4'
4'
4'
5'
6'
7'
CONCRETE
THRUST BLOCK
CAST-IN-PLACE AGAINST
UNDISTURBED GROUND
1'-0"(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
2'-0" DIA.X2`-CrDEEP
DRAINAGE PIT
CONCRETE
BEARING PAD
OR ANCHOR
BLOCKING IF
REQUIRED
VA :OX
VAI VF BOX INCTAI I FD
IN ACCORDANCE
WITH SPECIFICATIONS
GATE
VALVE WAT TEE OR
HI/ At. III
Ii
Mir
CONCRETE
THRUST BLOCK
FIRE HYDRANT DETAIL
(NO SCALE)
ALL WATERMAIN SERVICE LINES TO
TERMINATE 8 FEET BEHIND SIDEWALK
AND MARKED WITH A 4" PVC PIPE
WITH A PAINTED BLUE TOP.
NOTE: P051—CAPS OR EQUIVALENT IS
REQUIRED ON ALL WATER
VALVE INSALLATION AND MEGA LUGS
MUST BE INSTALLED AT ALL
MECHANICAL JOINTS.
NO WATERMAIN VALVES ARE TO BE
PLACED WITHIN THE STREETS.
1" CORP.
COCK
1 COPPER SERVICE
ANGLE VALVE
PROTECTED
WITH PLASTIC
WRAP
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH EXCAVATE FOR EACH JOINT
WATER SERVICE INSTALLATION
(NO SCALE)
NOTE:
FIRE HYDRANT MARKERS TO BE INSTALLED
IN THE STREET PAVEMENT PERPENDICULAR
TO THE FIRE HYDRANT.
44
20.0'
F.H w/VALVE
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85
63
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KNOLL LANE
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PRIMO WAY
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12"
19
104
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1" K COPPER
74 SERVICE LINE
33 L.F.
1" K COPPER
75 SERVICE LINE
33 L.F.
iwnio mem. mum aims emx.
20.0'
0
103
94
EX. F.H. TO
BE REMOVED
102
101
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SC-
EiB
0
d
100
COPP
6B
1" K COPPER
SERVICE LINE
68 L.F.
1" K COPPER
SERVICE LINE 97
68 L.F.
99
98
95
20.0'
0
20.0'
UJ WINDY KNOLL LANE
EX 1 r
96
SCALE: 1"= 60'
LEGEND
VALVE
BLOW OFF ASSEMBLY
ii REDUCER
A !PP,7,
No. s
19358
STATE OF
4 4
woNAL ev%
RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS,
US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM,
OR EQUAL.
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
PROPOSED HYDRANT W/6" VALVE
INSTALL WATERMAIN TRACER WIRE
WITH ALL WATER MAINS LAID.
AND WARNING TAPE MUST BE INSTALLED
12" TO 18" ABOVE ALL WATERMAINS LAID
FULL DEPTH GRANULAR BACKFILL IS
NEEDED FOR ALL STREET CROSSINGS
ALL WATERMAINS SHALL BE
DUCTILE IRON AND INSTALLED PER
THE CITY OF CARMEL SPECIFICATIONS
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C700