HomeMy WebLinkAboutSWP2702240.363
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LEGEND
EXISTING STORM SEWER - D
EXISTING SANITARY SEWER - S
\ STORM SEWER
NN
CATCH BASIN ❑
F
i MANHOLE
\ N . ,. Q
A \ N . CJ
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,
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0 x— x— J-- ----- -- - - - - --
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IN
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__ ---------
----------i-#-------------------------------y---- - - -
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------ _ - -- -- -- -- —_ _ N-- ------- - - - ---------------------- - - - ----------------__�
''-----____- - ----- - ------ ----- TN — —_ _.a.c _SR 51-5 -- —--- - - - - -----------_________-__
2-------3---------� --- -I N ==4=_______ g-____-__-____-______________--__�____=- ---- --- _ (MAIN AVE. S.)---------
\\ ---_ ---_ �z____=__-- =--------------------------------
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GENERAL NOTES:
1. ACCEPTABLE ALTERNATIVES:
A) TR, 5 GALV. STEEL STORM SEWER PIPE,
0.064 IN. THICK, DIAM. AS SHOWN.
B) TR. 2 GALV, STEEL STORM SEWER PIPE,
0.064 IN, THICK, GASKETED OR WELDED
LONGITUDINAL SEAM, 3 INCHES LARGER THAN
DIAM. SHOWN.
C) TR. 5 ALUMINUM ALLOY STORM SEWER PIPE
0,060 IN. THICK, DIAM. AS SHOWN.
D) PLAIN ALUMINUM ALLOY STORM SEWER PIPE,
0.060 IN. THICK, GASKETED LONGITUDINAL SEAM,
3 INCHES LARGER THAN DIAM. SHOWN.
E) TR. 5 ALUMINIZED STEEL STORM SEWER PIPE,
0.064 IN, THICK, DIAM. AS SHOWN.
F) PLAIN ALUMINIZED STEEL STORM SEWER PIPE,
0.064 IN. THICK, GASKETED OR WELDED RE-METALIZED
LONGITUDINAL SEAM, 3 IN. OR LARGER THAN DIAM. SHOWN,
G) PLAIN ALUMINUM ALLOY SPIRAL RIB STORM SEWER PIPE,
-0.060 IN. THICK, DIAM. AS SHOWN.
H) TR, 2 GALV. STEEL SPIRAL RIB STORM SEWER PIPE,
0,064 IN. THICK, DIAM. AS SHOWN,
I) PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER PIPE,
0,064 IN. THICK, DIAM. AS SHOWN.
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ACCEPTABLE ALTERNATIVES: I^
bit UD
�—------------ _ _ -
_
---------------~
-------- - - - - --
A) PLAIN ALUMINUM ALLOY STORM SEWER PIPE, 0.079 IN. THICK,--- ------_________ TY—
-Q- - _ LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. x------------
GASKETED -_,--_`---__-_--
—
B) PLAIN ALUMINIZED STEEL STORM SEWER P I PE , 0.079 IN. THICK? --r ---,
GASKETED LONGITUDINAL SEAMS 3 IN. LARGER THAN DIAM. SHOWN. -
C) PLAIN ALUMINIZED STEEL STORM SEWER PIPE 09079 IN. THICK,
WELDED RE-METALIZED LONGITUDINAL SEAM, IN. LARGER THAN DIAM. SHOWN.
ACCEPTABLE ALTERNATIVES ARE:
A) TR, 2 GALV, STEEL STORM SEWER PIPE, 0.109 IN. THICK,
GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN, r
g) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK,--`r---------- ------
WELDED LONGITUDINAL SEAM 9 3 I N . LARGER THAN DIAM. SHOWN, -�----------------
NO PIPE ALTERNATIVES ARE ACCEPTABLE.
REGION
ISTATEI FED. AI D PROJ . N0.
DESIGNED BY W. SENSOR
1 10
IWASH
ENTERED BY S. STRASSMAN
CHECKED BY G. WEBBER / W. SENSOR
JOB NUMBER
PROD. I=NGR. J. JOHNSON
91WO97
DIST. ADM. R. 0. ANDERSON
10-21-91
ADDED DRAINAGE CODES
RL
CONTRACT NO.
`f0 a
DATE
DATE
REVISION
BYJ
I-IR-405-3(783)
0 50 100
SCALE IN FEET
HIGHWAY DIVISION
4 Washington State
Deportment of Transportation
ZGA2:1110004191W097F.DGN;1
Dak,224003
FOR "AS CONSTRUCTED
PLANS" ONLY
SR 405
SOUTH RENTON TO SUNSET BLVD.-HOV
DRAINAGE PLAN
D-1
SHEET
104
OF
(o'54
SHEETS