HomeMy WebLinkAboutpg. 15 C700 Water PlanVRESSURE 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'
BURY
LINE
O' -6"
MIN,
CONCRETE
THRUST BLOCK
CAST -IN -PLACE AGAINST
UNDISTURBED GROUND
=1R
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DC
1 -0 "(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
2' -0" DIA.X2' -O "DEEP
DRAINAGE PIT
4' SIDEWALK
..V
CONCRETE
BEARING PAD
OR ANCHOR
BLOCKING IF
REQUIRED
YD RANT D
VALVE BOX
COVER
CURB
VALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
GATE
VALVE WATER MAIN TEE OR
ANCHORING TEE
THRUST BLOCK
(NO SCALE)
ALL WATER V A N S I V C LI ES TO
TERMI \ATE 8 FEET BEHI \D SID -WALK
A \D MAR WIT A 4" PVC PIP
W TH A PAI \TED BLUE TOP.
\O WAT
PLAC D
NOTE:
E
R
IN T
TO TH
WATER S
RViC
\OTE: POST -CAPS OR EQUIVALENT
R EQ, R- D ON ALL WATER
VALVE I SALLAT O\ AND MEGA L, G
MST BE INSTALLED AT ALL
M CH AN I CAL JOINTS,
IRMAIN VALVTS ARE TO BE
WIT IN T STREETS..
I \STALL WATER M AI N TRACER WIRE
WIT ALL WATER MAINS LAID.
AND WARN N G TAP- MST B I \STALLED
12" TO 18" ABOV ALL WATERMAINS LAID
FULL DEPT GRANJLAR BACKS LL IS
NEEDED FOR ALL STREET CROSSI \GS
ALL WATERMAINS S ALL BE
DJCTILE IRO\ A \D I\ STALLED PER
T E CITY OF CARM EL SPECI FI CATI O\ S
CONTACT CARVEL UTILITIES FOR
WATER MA LOCAT 0\S,
COPPER SERVICE
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0
15' -20'
ANGLE VALVE
PROTECTED
WITH PLASTIC
WRAP
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH EXCAVATE FOR EACH JOINT
1 STALLATI O N
(NO SCALE)
YDRAN T MARKERS TO BE
E STR IT PAVEMENT PERP
FIR=* HYDRA \T,
S
S
I STAL ED
EN DI C, LAR
F.H. w /6" VALVi
I
EATHERMOOR 1
8
TEMPORARY F.H.
TO BE REMOVED
1" K COPPER
SERVICE UNE
77 LF.
1" K COPPER
SERVICE UNE
77 LF.
DRIVE NORTH
1" K COPPER
SERVICE UNE
76 LF.
36' B_B
70' R/w
70' iiv
1" K COPPER
SERVICE UNE
35 LF.
r K COPPER
SERVICE UNE
35 LF.
1" K COPPER
SERVICE UNE
34 LF.
F.H. w/6" VALVE
TWIN LAKES DRI
..20.0'..,.....»
.H. w /6" VALVE
w /6 VALVE
LAKES
EX. 8'
TEMP. F.H.
x
w
LEGEND
PROPOSED HYDRANT
VALVE
REDUCER
TEE
TEMP. F.H.
SCALE: 1"= 50'
TEMP., F.N:
u 111
STATE OF �Q
NDIANP 41
(ISTE
No.
19358
RESTRAINED JOINTS SHALL BE MECHANICAL. JOINT WITH RETAINER GLANDS,
US PIPE TR FLEX JOINT SYSTEv1, US PIPE FIELD LOK GASKET SYSTEly
OR EQUAL.
143
NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMU vi LENGTHS
THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED.
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C700