SW3170303 (9)

IDI
ICI
10m
10�
\Xs W
1 1 2 1 3 1 4 5
771TR
v
i CLASS A
- 3000 PSI
:aa,La:)a1�
AK AI
x
x
I� w
* FOR DESIGN PRESSURE=200 PSI
TYPICAL SECTION SIZE SCHEDULE
TEE OR BEND
CLASS A CLASS A
z 1 2 L 1 2 L 3000 PSI 3000 PSI
CONCRETE CONCRETE
UNDISTURBED UNDISTURBED
cN ® EARTH EARTH 1., 7'o/(\\\%\
CONCRETE THRUST BLOCK
SCHEDULE
PIPE
rc
BEND
m
SIZE
90
TEE
45'
w
22 1
Z
11 1/4'
INCHES
H
L
H
L
H
L
H
L
2"
.75'
1.5'
.50'
1:0'
.50'
.75'
.50
.50'
4"
1.5'
3.0'
1.0'
2.5
1.0'
1.5'
1.0
1.0'
6"
2.0'
4.0'
1.5'
3.5'
1.0'
cc
8°
2.5'
S.0'
2.5'
4.0'
1.5'
3.5'
1.0'
2.5'
10"
3.0
6.5'
2.5'
5.0'
2.0'
4.0'
1.0'
3.0'
12"
3.5
B.0'
3.0'
S.0'1.5'
zz
U
3.5'
PLAN - TEE
THRUST BLOCKING
NO SCALE
DUCTILE IRON MJ
TEE W/ 6" BRANCH
OR HYDRANT TEE
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I
PLAN - BEND
AS DIRECTEDAS DIRECTED
PU PER NOZZLE
TO FACE STREET
AT 90'\
VALVE .BOX-
1
6" GATE
VALVE
6" 0 DIP PIPE
PROVIDE TWO 3/4"0 RODS
1Q 3/4"0 TIE BOLT
© 3/4"0 TIE BOLT NUT
n
PIPE
UNDIS
EARTH
AMERICAN -DARLING 5 1/4"
MOD. B -84-B-5, OR
MUELLER SUPER CENTURION, 5 1/4", OR
MUELLER MODERN CENTURION, 5 1/4",
ALL THREE WAY.
f1/2 CY MIN.
`NO. 67 STONE
.rq
T- BOLTS
K PIPE RANGE
30 3/4"0 ROUND WASHER CaJ :F-/ L® �®
® 3/4"0 THEADED ROD T
(COATED WITH COAL TAR) HARNESS DETAIL
(MIN.4 EACH/HYD)
FIRE HYDRANT ASSEMBLY
NO SCALE
' I ms o NO s .w MSIFYYu+r Ur Y . 9 R N Ta
MB�IM' AND o u4FY"m�Nw IN
I,41 . "Wu NooN T ¢ mr,Wprt irivxm
FANSE VRM'IOm "MSW IM N0. W%® IN MIpE dt PMR.
NOTE: FOR VERTICAL BEND (DOWN)
IN EXCESS OF 11 1/4' ANCHORAGE
SHALL BE AS DESIGNED BY
AN ENGINEER.
TYPICAL CONCRETE THRUST
COLLAR. MIN. OF 12" INTO
UNDISTURBED MATERIAL
ALL AROUND.
TYPICAL BEND -
TRENCH BOTTOM
TYPICAL CONCRETE
THRUST COLLAR. MIN.
OF 12" INTO
UNDISTURBED SOIL -
RESTRAINED JOINT PIPE
MAY BE USED IN PLACE
OF THRUST COLLAR.
MIN.
W
VA
THRUST COLLAR
NO SCALE
HNtTt (UNDER)
(OVER)
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NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SENOR, BUT WITH UE THAN 24' CLEARANCE, OR WHEN THE
SANITARY SEWER IS ABOVE THE WATER MAIN. BOTH THE WATER MAIN AND THE SANITARY SEWER UNE SHALL BE
CONSTRUCTED 0 DUCTWE IRON PIPE WITH JOINTS EWIVAI TO WATER MAIN STANDARDS FOR A MINIMUM
IATERAL DISTAMM. MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 f ON EACH SIDE
OF THE CROSSING.
CROSSING REQUIREMENTS
NO SCALE
1 2 3 4 5
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SNITARY
EWER
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SENOR, BUT WITH UE THAN 24' CLEARANCE, OR WHEN THE
SANITARY SEWER IS ABOVE THE WATER MAIN. BOTH THE WATER MAIN AND THE SANITARY SEWER UNE SHALL BE
CONSTRUCTED 0 DUCTWE IRON PIPE WITH JOINTS EWIVAI TO WATER MAIN STANDARDS FOR A MINIMUM
IATERAL DISTAMM. MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 f ON EACH SIDE
OF THE CROSSING.
CROSSING REQUIREMENTS
NO SCALE
1 2 3 4 5
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SHEET NUMBER
CD7