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NOTE:
TO BE USED AT LOCATIONS WHERE LARGE
FLOWS ARE TO BE INTERCEPTED BY A
TERMINAL SEWER LARGER THAN 12 INCH
DIAMETER AND THAT MAY BE EXTENDED 12"
IN THE FUTURE OR WHERE PIPE IS
CONNECTED TO ADDITIONAL UNIT. 9„
A
8" r
0
L35
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J
J
8"
5"
6" MORTAR
STEPS
FILLETS
\ e--
INLET '
COVER
B
54"
54"
STANDARD INLET STONES
PLAN
STANDARD DEPTH =
3'+PIPE DIAMETER
8"
6"
STANDARD
3"
8"
1 v
Q
Q
D
/
/'/P
/
MOR MIX
RTALASTER.`
\ SLOPE
�\
1-1/2"
H
v o
o v
v.o 0 0 �\
' •.ap
V
8"
CLASS "A"
12"
8"
CONCRETE
45-3/4"
45-3/4"
SECTION A —A
A
3/4"
MORTAR
JOINT
13 �1 /4"
48"
38-1/2"
4 1/2"
• o>
' e e
Qeo. .p D'Qo
• o
STEPS —WHEN
TOTAL DEPTH IS
6'+. NO STEPS
ARE REQUIRED
IN THIS UNIT.
3/4"
MORTAR
JOINT
5"
3/4"
STANDA
3'+PIPE DIAMETER
14""'
1/2" MIN. 1 TO 3
CEMENT TO SAND
MORTAR MIX
PLASTER.
1-1/4"
5 1 /4" 5"R
BLOCK 2' 'F
—2-1/2"
CLEAR.
2— #3x3'-0"
REBARS.
4"
DETAIL OF
CONCRETE BLOCK
r
4-1/2"
4"
35"
h —2" SILL
3/4" EXPANSION
48" JOINT W/1" MIN.
1 ASPHALTIC
JOINT SEALER.
oPPNEMENT.o"
4" ROWLOCK
ARCH
CLASS "A"
" CONCRETE
51"
SECTION B—B