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TIDEFLEX VALVE ON EXISTING 12' CMP PLAN
SCALE: 1" = 30'
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C-24 C-26
C-28 C-30
C-25
C-27 C-29
K F Y PLAN
30' 15' 0 30'
1" = 30'
60' _, --=R
NO SCALE
RAFTING
4
3
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REVISIONS
)ESCRIPTION DATE BY
MODIFIED PER AS -BUILT INFORMATION 7/2001 JLM
NEW CONCRETE FLOOD WALL
3/4' CHAMFER TYP@
EXPOSED EDGES
FEATURE
STRIPE
;PANSION JOINT FILLER
CONC WALK SAWCUT—
CONC, FLOOD WALL
PORTION OF EXISTING CONC.—
WALK TO BE DEMOLISHED
1-1/2' CLR
I—
_ I I
(6) #5 CONTINUOUS
1-1/2CLR
CONST, JOINT
12'
3' CLR—�
EXCAVATE TO 12' BELOW -
TOP OF PAVEMENT
Y-9' MIN
FICTION THRU CONUETE FLOOD WAL
SCALE: NTS
O
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AS —BUILT
IF SHEET IS LESS THAN 32" X 21" IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
C-32 CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
C-31 LEVEES & FLOODWALLS
RIGHT BANK PLAN & PROFILL
STATION RT66+20 TO RT73+80
RENTON WASHINGTO1
SIZE NVITATION NO. FILE NO. DATE PLATE
D B-99-0017 E-19-1-70 98DEC03 C-32
DSGN. BRB CHK SHEET 40
f7 --, SCANNED SEP 13 [Uu1