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( 2/. 20
34' ASPHALT
PAVEMENT —
15'
a.5
f�MNii
N0rE
ALL WORD SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
.
RAYMOND
. .
W IIA MH 11
W 13 -- MI 12 STA "A' 124-62.40 STA A 16+32.10
STA.`�A" 6+18.75 STA. "A 10 t 17.25 _ - EXISTING PROFILE
STA. "B" 0 + 00
__--------_-_-_--------- ------------------------------------- ----Y- '-___- ..................`.
`-OLYMPIC PIPELINE i �---�--^`-----
APPROX. LOCATION. 12 CONC. PIPE 369' - 12" CONC. PIPE S = 0. % 151 ' - 12 DUCT. IRON PIPE S=0. 12.%..........
398' - 12" CONC. PIPE S = 0.20% 245 -
\—INV. = 5.15
INV. = 5.94
NV.= 5.94
S = 0.51%
f�
"A" LINE
PROFILE
SCALE: HORIZ. 1"= 40
VERT. 1'= 10,
7.19
E�
1�j l°�t. m c 4
lei C�:' ca WAs
FS'
r NAI
SMITH-BLAIR # 433 OR #435
TRANSITION COUPLING OR
APPROVED EQUAL AT
STA. ''A" 16 + 33.75.
-- 8.75
1
—30'
—20
S-145
EARLINGTON GARDENS
SANITARY SEWER PROJECT
11A" LINE
R.E. JENSEN NOV 15, 1972
G. NISHIMURA
BAP AS SHOWN
0