HomeMy WebLinkAboutSWP2702817.384 I 3 1 2
A I
17
30
20
It,
P. I, 41
N 181, 161. 07
E 1, 299, 819. 11
Y
L = 60. 0
l
2c) T
D = 28° 38' 52=-
R = 200. 00'
T = 25, 58'
PLAN
SCALE: 1" = 30'
h0
00
100, 00
P.
I , 46
R =
33, 2 3
N
180, 718, 57
- 1
64, 32
E
1, 300, 046. 9
nt
ix
SYMBOL ZONE
Cp
-
-v L' O
I
77-1-4-7-- - I W
984, --- EXTEND BY 40 FEET AND INSTALL TIDEFLEX
VALVE ON EXISTING 24 INCH CONCRETE
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OM PU TER
A 10EED
II/ ESIGN 8c
1) RAFTING
-No*—Z_ C- 32
C-24 C-26 C-28 C-30
C-31
C-25 C-27 C-29
KEY PLN
NO SCALE
REVISIONS
DESCRIPTION
MODIFIED PER AS -BUILT INFORMATION
DATE BY
7/2001 JLM
AS -BUILT
30' 15' 0 30' 60'
1" = 30'
IF SHEET IS LESS THAN 32" X 21" IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
RIGHT BANK PLAN & PROFILE
STATION RT54+40 TO RT61 +60
RENTON WASHINGTOI
_E INVITATION NO. FILE NU. DAT,_ PLATE
D B-99-0017 E-19-1-70 98DEC03 C-30
c BRB CNK_ SNFF T 38
SCAPMED SEP 13 ZuuZ