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N I 182, 175. 85
EXISTINC—MEING ) P• I• 31 E 1, 299, 608.06
STORMWATER SYST F� 299, 567. _ ____— 4 CB _
MH
531 +
RT ? = 19.47• N 182, 080. 94
�1' i P. I. 28 9. 300 2• D
:189* 47' 48• RT E 1, 299, 602 44
N 1 182,410.99 EXTEND CD TO NEW GRADE D = 28' R ° 126.00,
P. I. 27 SEE PLATSP, CLDE 200.
Cl I N 182, 538. 53 E 1, 299, 520. 87 R 15, 81 L = 17
N 182,632.60
E 1, 299, 460. 30 P. I. 29 L = 31, 55 i• 83'
E 1,299,447.92 N 182, 465. 61 PLAN
E 1, 299, 487.69
INSTALL TIDEFLEX VALVE ON EXISTING
24' STORMWATER OUTFALL SCALE: 1" = 30'
EXISTING WATERLINE CROSSING
(APPROX. LOCATION)
PROVIDE FLOODWALL PENETRATION
A
B
30
20
0
C
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14
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REMSIONS
DESCRIPTION DATE BY
NOBIFW PER AS -BUQE NFORMATION I 7/2001 I a-u
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3
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af
PROFILE
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of af of
f —Z C -32
C -24 C -26 C -28 C -30
C -31
C -25 C -27 C -29
KEY PLAN
°t NO SCALE
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2
FR 12:iG
r
' ?4
AJ —bUIL1
�r
_ 30' 15' 0 W. 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 RT39 +40 TO RT46 +80
RENTON WASHINGTON
3. wslal W rvJ i1LE Nt Da'E =l:lE
D B -99 -0017 E- 19 -1 -70 98DEC03 C -28
D BRB I i EE' 36
SCANNED SEP 13 2002
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