HomeMy WebLinkAboutSD-85-21W
a i —
WITH REGULATIONS.
6
U
5'
•
STONE CRUSHED
BACKFILLED '70
SPRING LINE
•
30- Y MINIMUM
AP"OX.RADIUS
PRODUCED BY
12°
.,
1 20"
SOTTOM Of PIPE
30°
EQUALS NORMAL
3 -42`
i TRENCH GRADE
c
1 ° -S5`
i ° -35'
1 °-10`
C
A
IN
O
�.
ui
I
a i —
WITH REGULATIONS.
6
U
5'
•
STONE CRUSHED
BACKFILLED '70
SPRING LINE
•
s
1 JOINT a.
TA I LS TYPICAL WATER SERVICE7
1
41
AP"OX.RADIUS
PRODUCED BY
12°
.,
1 20"
A SUCCESSION OF O
30°
DEFLECTION
3 -42`
3 -8`
2° 2i`
1 ° -S5`
i ° -35'
1 °-10`
C
A
IN
O
�.
ui
I
1®1
I 1 �'
( 14 -0
8 -0
cyl �! : I I
- - - --
►�.
— --
®_
w v1
i
I -j z ,
I2- ®
8 -0
_+
I t9 '
0
z
W.
i W
i
0 i
® 10 -0
8 -0
m
ice
�I
fa
F! 4
8 -0
8 -0
i
�
7 -0 -j
I-
7 ° °0
1
�a e
y� f` FA
f' 6-0
-
S*T ! - -- '-
-X"
Y
r
r"
4
1
4E
INFORCEMNT'
- _
_
e0�
s
1 JOINT a.
TA I LS TYPICAL WATER SERVICE7
1
MA)(IMUM.PERMISSIB'LE DEFLECTION IN LAYING
PUSH ON JOINT P I PE
PIPE DI A.
6'
4 ° -25`
81
3 ° -Si
10°
12°
1 16°
1 20"
24°
30°
DEFLECTION
3 -42`
3 -8`
2° 2i`
1 ° -S5`
i ° -35'
1 °-10`
C
A
0
O
�.
ui
I
1®1
I 1 �'
( 14 -0
8 -0
cyl �! : I I
- - - --
►�.
— --
®_
w v1
i
I -j z ,
I2- ®
8 -0
_+
I t9 '
0
z
W.
i W
i
0 i
® 10 -0
8 -0
m
ice
�I
fa
F! 4
8 -0
8 -0
i
�
7 -0 -j
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7 ° °0
1
�a e
y� f` FA
f' 6-0
-
S*T ! - -- '-
-X"
Y
r
r"
4
1
4E
INFORCEMNT'
- _
_
e0�
2-0
2 -0
MA)(IMUM.PERMISSIB'LE DEFLECTION IN LAYING
PUSH ON JOINT P I PE
PIPE DI A.
6'
4 ° -25`
81
3 ° -Si
10°
12°
1 16°
1 20"
24°
30°
DEFLECTION
3 -42`
3 -8`
2° 2i`
1 ° -S5`
i ° -35'
1 °-10`
REINFORCING STEEL
THRUST BLOCK
EACH WAY
DIMENSIONS
TYPE 1
TYPED
b -WIDTm
-DEPTH
THRUST BLOCK
THRUST BLOCK
C
18 -0
8 -0
3O1L TYPE
3O 1L TYPE
A
5
C
A
0
O
�.
ui
I
1®1
I 1 �'
( 14 -0
8 -0
cyl �! : I I
- - - --
►�.
— --
®_
w v1
i
I -j z ,
I2- ®
8 -0
_+
I t9 '
0
z
W.
i W
i
0 i
® 10 -0
8 -0
ice
�I
fa
F! 4
8 -0
8 -0
i
�
7 -0 -j
I-
7 ° °0
1
�a e
y� f` FA
f' 6-0
-
S*T ! - -- '-
-X"
Y
r
r"
4
1
4E
INFORCEMNT'
- _
_
e0�
2-0
2 -0
3OTE: 200 P31 THRUST INCLUDES ALLOWANCE FOR WATER HAMM
i
v I
< 60
W
c
< �— 1_4
�.
0
L
O 10 20 30 40 SO GO 70 80 90 100 110 120 130 140 150 IraO 170 180
THRUST TO BE RESISTED (KIPS)
• AND DR SIDEI
0'- SEE TA RLE II - - -) FINAL FINISHED GRADE-7 EXCAVATIO
REINFORCING ' FIT TINGI3ELLSTO
Y STEEL IF i3E KEPT FREE
- REQUIRED �.� OF CONCRETE
-1-0 TY P ° a
.• • f .• a _• E t 'S t, a a 5• • a e IA
/py T S.
a
� I ® - •+� -�+a +• +.gym
- 3 CLEAR 1 2'O'TYPE % I °
PLAN
. 'W. ,b
LANrvtl'
NAI. Er� at
I,
1
I'
1
1:
Kl fl
Al
ET 2F oF 22
BDPV.'
NOTE i -
•
OR - SUITABLE
• _`•. SUIT
ACTUAL FIELD
CONDITIONS FOR 360 0 AND LARGER-
i
v I
< 60
W
c
< �— 1_4
�.
0
L
O 10 20 30 40 SO GO 70 80 90 100 110 120 130 140 150 IraO 170 180
THRUST TO BE RESISTED (KIPS)
• AND DR SIDEI
0'- SEE TA RLE II - - -) FINAL FINISHED GRADE-7 EXCAVATIO
REINFORCING ' FIT TINGI3ELLSTO
Y STEEL IF i3E KEPT FREE
- REQUIRED �.� OF CONCRETE
-1-0 TY P ° a
.• • f .• a _• E t 'S t, a a 5• • a e IA
/py T S.
a
� I ® - •+� -�+a +• +.gym
- 3 CLEAR 1 2'O'TYPE % I °
PLAN
. 'W. ,b
LANrvtl'
NAI. Er� at
I,
1
I'
1
1:
Kl fl
Al
ET 2F oF 22
BDPV.'