HomeMy WebLinkAboutD-281728A
4 1 3 1 2
BERM—
END BERM AT EDGE OF
EXISTING SIDEWALK
s
CURB WALL —'
SEE DETAIL PLATE C -47
6�kpp
RS
I
S RT 66 +60
i BE IN BERM
N 180, 356. 97
i E 1 300, 477. 14
i
i
9
�i
TIDEFLEX VALVE ON EXISTING 12' CMP
IT
30
20
0
0
0
c^o
SANDBAG
TID LEF EX VALVE ON EXISTING 18' CMP
FLAN �\
SCALE: 1" = 30'
REVIaoNS
DESCRIPTION GATE Br
UOOIFIFD PER AS —BUILT INFORNATION 7,62007 1 JLU
J� NEV COMPETE FLOOD VALL
3/4' CHAMFER TYP2
EXPOSED EDGES \
1/2' "F_ M EIINC.
IJ HESY
- ve• 6'� �f� - III "- y- - I /e' FEATkE STRI€XPANSION MINT FILLER
_ i
// I/2" CLR r
EXISTING COW VALK SAVCUT �r
FOR NEV C ®L FLOOD VALL 1
CONST. JlIINT----
3' CLR
EXCAVATE TO PR• BEILOu
TOP OF PAVEMENT
—c" M N
SECTION THRU CONCRETE FLOOD W
SCALE NTS
C
4
0
0
m
Of
0
0
0
0
3
0 0 0 0
0 0 0 Cl
+ + + +
PROFILE
� —Z C -32
C -24 C -26 C -28 C -30
C -31
C -25 C -27 C -29
KEY PLAN
30' 15' 0 30' 6. o R NO SCALE
ao
1" = 30'
D D
2
176 124
0
0
+
d-
AS-BUILT
IF MEET 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 RT66 +20 TO RT73 +80
RENT ON WASH
3T wsT11R: nC �::.F rvJ Darc
D B -99 -0017 I E- 19 -1 -70 98DEC03
!k'X BRB 40
' SCANNED SEP 13 2002
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