HomeMy WebLinkAboutSWP2702817.3911
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7 � 26* 20' LT
- \114°�3 30
-R = 50, 00'
- - V= 11. 7 0'
= 22, 99'
� = 0. 14' It LT
= 6 ° 39' 43'
R 90, 00,
T - 24, 31"'
J)UALL: I = )U
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, 2 aL-ITLAV--Al I m
UPSTREAM FLOODWALL
(SEE DETAIL THIS SHEET)
ARMORFLEX
C OMPUTER
Ao
D Eli
D RAFTING
4 3 2
C-24 C-26
C-25
C-28 C-30
C-27 C-29
KEY PLAN
NO SCALE
REVISIONS
SYMBOL ZONE DESCRIPTION DATE BY
MODIFIED PER AS -BUILT INFORMATION 7/2001
#4 1 1 @9" ❑.C.
H❑RIZ TOP & B❑T—
#4 L@27" ❑,C,
(16) #16
3/4" CHAMFERS
AT EXPOSED EDGES
#4 E.G. " ❑.C.
VERT, EA. FACE
TIDEFLEX VALVE---
EMBED TOP ARM❑RFLEX-
UNIT IN CIP CONIC WALL
ARM❑RFLEX
2
2" CLR
CIP CONS WALL
8" PVC PIPE WHERE
ISH❑WN IN PLAN \x, , \
I I
1 4 ±
3,91
6" CLR -
GE❑TEXTILE
FABRIC
6'-0'MIN — ►�� -
FLOODWALL DETAIL
1)-2812P27
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, SETTLE
CORPS OF ENGINEERS
C-32 SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
C-31 RIGHT BANK PLAN & PROFILE
STATION RT61 +60 TO RT66+20
RENTON WASHINGTOI
1LE INVITATION NO. FILE NO. DATE: PLATE
D B-99-0017 E-19-1-70 98DEC03 C-31
DSGN BRB CHK. SHEET 39
%�f? ; 1�) - 7 SCANNED SEP 13 20OZ