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REVISIONS
SYMBOL BONE
DESCRIPTION DATE BY
MODIFIED PER AS -BUILT INFORMATION 7/2001 JLM
INSTALL
TIDEFLEX DUCK
SOUTH
FLOW
CEDAR RIVER
FLOODWALL P.I. 8
c� ROAD P.I. 9
d- N 182, 030, 21
BILL
FLAP VALVE
BOEING
BRIDGE
`r
GRADE SHALLOW DRAINAGE
N 182, 135,
27 w E 1, 299, 422, 1
FLOODWALL
P.I. 10
SWALE TO ENSURE CONTINUOUS
E 1, 299, 401,
50
N
181, 988, 17
SLOPE TO TOP OF CATCH BASIN
E
1, 299, 449, 11
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N 181, 732, 77
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181, 310, 15
N 182 109, 62
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CIF SHEET IS LESS THAN 32 X 21 IT IS A
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REDUCED PRINT, REDUCE SCALE ACCORDINGLY
STATION
U.S. ARMY ENGINEER DISTRICT, SEATTLE
NOTES:
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
1. ROADWAY FROM STA 35+10 THROUGH 38+00
TO BE GRADED TO WEST AT 2% TO DIRECT RUNOFF
PROFILE
LOWER CEDAR RIVER FLOOD CONTROL
TO LANDWARD SIDE OF LEVEE.
LEVEES & FLOODWALLS
HORIZONTAL SCALE: 1" =
30'
LEFT BANK PLAN & PROFILE
2. RIVER ACCESS POINTS TO SERVE AS FUTURE
MAINTENANCE DREDGE ACCESS POINTS. TO BE GRADED
VERTICAL SCALE: 1" = 6'
STATION 35+20 TO 44+00
AND HARDENED TO FACILITATE MAINTENANCE EQUIPMENT
ACCESS.
RENTON WASHINGTON
Kj�
SIZE INVITATION NO. FILE NO. TF PLATE
G UTER
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A�
D B-99-0017 E-19-1-70 98DEC03 C-14
Sw M 27-
AID
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0 RAFTING
NO SCALE
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