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SSMH 5 TYPE II STA 2 +97.35 \
\
RIM ELEV. = 472.1 :(MATCH PAVING)
INV. OUT = 464.06 \
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461
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SSMH T
TYPE II STA 0 +13.11
M
TUM ELEV
450.00
0 +00
1 - 4" X 8" FLOW INCREASER MJ X MJ
1 - 8" 45' BEMD MJ X MJ
W/ THRUST BLOCKING _
5' MIN. CLEARANCE -
BETWEEN
WATER & SEWER IS 4- :.I5 N.E. 10TH ST.
W �
N,IN. 6'-6" D.I. @ D 409 __-
d' WPTEF 4 UEMMOUT -
- —SEE -OETAIL - ... _ ...
_ 2 -45' BEND MJzMJ
_ aP� 5' MIN. CLEARANCE w /THRUST BLOCKING
PER JOINT, TYP. 6
_ _ _ _ Ex15I_ 6" � 55 PRESSURE
ExIS i, SSMH CAUTION
RIV = 4761 6" AC PRESSURE
IIV i 466, SEWER CROSSING
MODIF' CAST -I4 -PLACE CHANNEL W
.EVF.IV RA
T SPY 14'3� '�
? SE_
iEE DETAIL Z
CAST IRON RING &COVER �
G' MIN. Lu
Y ¢I Q
a 3 C
0
U LJ
(4) 3/4" TIERODS _
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4 "1 CLEANOUT
SEE DETAIL
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Oslo m so 4" CLEANOUT
N.T.S.
SCALE 1' = 50' 1
0
d� V3
6"
CONSTRUCT CAST -IN -PLACE
FLOW CHANNEL TO PREVENT
SPRAY
MH CONNECTION DETAIL
N T.S.
7
SCOTT GLI N
LIFT
OFFSITE PRESSURE SEWER
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