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l' -0 "(MIN.)
cv (CONFORM TO LOCAL REQUIREMENTS)
X
VALVE
4' SIDEVV " COVEF
°
LINE
a 0' -6"
a MIN. 2' -0" DIA.X2' -O "DEEP
I m DRAINAGE PIT
0
K
0
CONCRETE /
CONCRETE BEARING PAD
THRUST BLOCK OR ANCHOR
CAST -IN -PLACE AGAINST BLOCKING IF
UNDISTURBED GROUND REQUIRED
IN ACCORDANCE
WITH SPECIFICATIONS
GATE
VALVE WATER MAIN TEE OR
ANCHORING TEE
CONCRETE
THRUST BLOCK
EIRE 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: POST -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.
O.D. + 1'
ANGLE VALVE
PROTECTED oo
WITH PLASTIC
WRAP
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1" CORP. 0
COCK a
a-LI
/
1" COPPER SERVICE
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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.
52
1" K COPPER
SERVICE UNE
63 LF.
53
1" K COPPER
SERVICE UNE
63 LF.
1" K COPPER
SERVICE UNE
63 LF.
54
58
1" K COPPER
SERVICE UNE
63 LF.
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SERVICE UNE
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SERVICE UNE
10.0'
42'
63 LF.
58'
65'
73'
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STREET
—
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1" K COPPER
SERVICE UNE
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SERVICE UNE
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SERVICE UNE
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0.
76
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PRESSURE
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DEGREE OF
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1" K COPPER
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SERVICE UNE
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22 LF.
1
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90', TEES
27
10.0'
42'
50'
58'
65'
73'
80'
95'
—
STREET
—
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—
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DIRECTION
7'mo
1/4 OF BEND
mo
00
Arno
-o
�
PRESSURE
W
m rn
DEGREE OF
rZn�
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1" K COPPER
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71
SERVICE UNE
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22 LF.
1
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68
K COPPER
SERVICE UNE
22 LF.
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I 67
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10K COPPER
SERVICE UNE
I !° 22 LF.
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/
/
66 I
1" K COPPER I _
SERVICE UNE
22 L.F. �—
75
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mo
mm
74
om ' I
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—
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0.
0.
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om
m
DIRECTION
FROM
1/4 OF BEND
I
00
Arno
BASED ON
.n
PRESSURE
W
0
DEGREE OF
Irrnnz
10" 12"
rn�
16" 18" 20"
72
73
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1
r
ct 1" K COPPER
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59 SERVICE UNE
22 LF.
6 63
4
1" K COPPER w N
\ SERVICE UNE I c'' ' Tai o o
mo
66 LF. ` Q 65 n
5 !_
mo
\ C -0 rn �
0.o'
\ \ 60 \ I o.0'
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\ 1" K COPPER \ / STREET A _
\ SERVICE UNE \
\ 71 L.F.
61
\ 1" K COPPER
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- - - -- - - - - - - - - - - - - - - - - -------------------------- - - - - -- --------------- - - - - -- --
141ST STREET
SCALE: 1 "= 50'
PRESSURE PIPE JOINT RESTRAINT TABLE
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LENGTH OF IPE TO BE RESTRAINED
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W
>
IN EACH
DIRECTION
FROM
1/4 OF BEND
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BASED ON
150 psi TEST
PRESSURE
W
0
DEGREE OF
6" 8"
10" 12"
14"
16" 18" 20"
24"
30"
BEND
J
r
90', TEES
27
35'
42'
50'
58'
65'
73'
80'
95'
115'
& PLUGS
W
Z
°
0
C�
00
Z
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'
IN
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STOEPPF�'�.,�.,'
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19358
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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
LEGEND
Q PROPOSED HYDRANT W 16" VALVE
FZ•I
• VALVE
� BLOW OFF ASSEMBLY
a REDUCER
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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