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024!'x 12"C. I. CROSS (ALL MJ) ,STA. 22 +25.? ).._ 30 i 30 f CL INT.STA. 29' +43.35 -LWD AVE. 24"x8 "C.I. TEE (MJxFL),STA.27 +25 "5-
0 2- i2 "C.I. PLUGS (MJ) U) -
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N I CM.P ENCASEMENT PIPE -a I I 11 ' TA. + 8 -9 - 24" BTFLY VALVE (MJ), STA. 27 +15.
N • "` "' ° "' 40 L F OF 36 0 L' I I STAND. LSTFLY V. VAULT
S 4 8 8 P
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2 -21" CONC. PIPE STORM DRAIN 24x 12 A. C.I. TEE (MJ), ST 29+25.!
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z.E. CORNOR GOV. LOT. 1 I i I �II __.I. _ / ! / 12' -C.1. PLUG (MJ)
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IN T. . S 1 F1. 25 +38.35
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F 1 EDGE OF WATER,',;- & h Y
1 =�- LI �/ n LIND AVE. S.W.
1
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:X712" OLYMPIC - PIPELINE
o _ - - -_- __V __ / 1+ 1 _ NEW 24 G.I. (T. J.) WATER MAIN +Tf -_
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1 MARSH �
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SEE SH IS FOR DETAIL
1 FUTURE
24i 6 "C.I.TEE (MJxFL) STA. 24x59 �
'I
Ea "G V. (FLxINJ) \ I 301 RAIL GOAD EASEMENT \
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6'! 1-1. PLUG (MJ). and P. -- P.P.
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FUTURE FIRE HYDRANT �:;I II $ \ I I AF °.P.
r 1 \24x 6 "C.I.TEE(M.J.zFL),.STA.27 +60 24 "x6��C.1. TEE i
151 }• - -��- 150 - ` 6 G.V. (FLxMJ) (MJxFL) S A.30 +60
24 STFLY VALVE (MJ), STA. 25 +13 W I --►
STAND BTFLY V. VAULT z I �� I I n�X_ x 6NIPP E 12 L.F.
i... '::• : ; i
kl°- x x x X x 6" NIPPLE, 12 L.F. x x x
11 , \ 5" MVO FIRE HYD.(N1J),6'BURY
:..... e.... :. ?...... \ c B. SHACKLE (MJ). 6�BURY
J 1 I I 5" MV \\
SHACKLE UNIT IL I �.I �!I --- V•% I\� \) !.I \�\� SH ^CKL�C.IUNIT. OX s•• SHACK C I I BOX X u
24°x 12� C.I. CROSS (MJzMJ) STA-254-20 I II_ z
SURVEY STATIONING ALONG EASTERLY - 25 +80.0 2- 12 "C Ir PMUGMM)J` (.L.I , Q •�j \I 1` .. ..... ...... ..... J� J
/ W TO STA. 1
( i
'EX. 16" a 12" STL. _ „I
12 "G.V. VAULT I 1'1 1 I �J ?-
3 -12 D.I. NIPPLES,4 L.F. I i I I OLYMPIC PIPELINEV ��'�+ �i�
24 BTFLY VALVE (MJ),-STA. 25+28.
STAND. BTFLY V. VAULT. Q INT OLYMPIC PIPELINE
LL.1 30� 0- PROP. LINE STA. 27 +201 ' 35
NOTE: WESTERLY 4() OF LIND AVE. S.W. R/w c/> ( ; LIND AVE. EXT.
6000NC. PIPE,WATER MAIN. 1
FROM S -14'. 19th ST. TO SEATTLE WATER MAIN R/W O j I RIGHT OF WAY PLAN
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HORIZONTAL SCALE: I"=40'
23 +00 24 +00 2 5+ 00 26+00 27 +00 28+00 29400
BOX CULVERT Iz I .!cc
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SURVEY STATIONING ALONG EASTERLY PROP. LINE OF OLYMPIC PIPELINE SITE.
FROM STA. 25 +60.0
30 +00 31 +00 32 +00
33+00
SURCHARGE LEVEL __% + 22.00
1
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I
-.�- FINAL SUBGRADE ti +18.00_ -
EX.GRADE EAST R/W
-- ---- --
1 SUBGRADE_ELE. 1 \
1 +12.00 �^ �._j_ - - - -- \
\\ TOP OF PIPE FI F 14 0
i I I 57'
I 11
I
EX. 127 d 16" OLYMPIC PIPELINES
SEATTLE 60" CONC. PIPELINE , STA. 137 +70
WATER MAIN X -ING OVER SEATTLE
60"-CONC. WATER MAIN
NOTE: FILL LIMITED TO ELE. +12.00
OVER SEATTLE MAIN,
24" D.I. MAIN TO BE ENCASED OVER
SEATTLE MAIN, WITH 16 GAGE, 36" 0
NESTABLE, FLANGED, GALV. STEEL PIPE.
40 L.F; ... -.
CASING TO BE SAND FILLED AFTER
INSTALLATION.
VERTICAL SCALE; 1 " =3'
IVI _ WATER ELE. 9.53 EX. GRADE WEST R/W J /
10. yr DESIGN
I�g
1
2
1
(
/-EX. BOX CULVERT DRAIN
PROP. P -9 CHANNEL INV. 13.42'
I
r1
_ 1
BOTTOM ELE. 2.82
�EX. 21 CON C. DRAINPIPE
INV. 10.82' RELOCATE
EX. 21 "CONC. DRAIN PIPE
INV. 11.40' RELOCATE
NOTE: WATERMAIN X -ING OF P -9
CHANNEL WILL BE MODIFIED PRIOR
TO P -.9 CONSTRUCTION
LIND AVE. EXT.
Ill k3 1 l.lC VVA'T t't UriLt
AS BUILT 1,,2- 310 -?b
e r:
� �iilSiEt�u�,F kn
W - 192
'r LIND AVE. S. WATER MAINS
PROJECT
REB OCT. 20, 1974
REB
AS SHOWN 277
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