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I A FLOODWALL P.I. 8 ROAD P.I. 9 INSTALL TIDEFLEX DUCK
N 182,030.21/ 0 BILL FLAP VALVE
N 182, 135. 27 E 1, 299, 422. 1
E 1,299,401.50i FLOODWALL P.I. 10
I N 181, 988, 17
1 E 1, 299, 449. 11
jROAD P.C. z
! FLOODWALL P.I. 9 v q
N 182 109. 62 ROAD P.T. Z a FLOODWALL P.I. 11
I , C"� m Cr1 N
, 99 181, 877-23
�
! LEVEE FOOTPRINT+ A ~ 299-,457. 83 v
O a PLA Liu
Y
200'
R 200' — — 22 _ ROAD -P C.
n - _ D R 200
A-
'
N 182, 119. 22 U O
O ff. E SHALLD 3 ROAD P.I. 10
1 1 DR NAGE SW N 181, 872. 17
TO ENSURE C UOUS GRADE S
1 E 11299,44 4
41 1 SL PE TO TOP SWALE T ENSU °CONTI
C CH BASIN SLOPE T TOP OF CATCH �A IN
i II C -B, TOP EL 19.5
1 I E15,IEW15.1 I
1 18, 85. 0---
U ( 99, 401. 35
35
30
25
20
15
10
0
F=
Q
C
W
3
2
CEDAR RIVER
FLOW
ID
f
24'VC -ABA
r
s 2
a
d
a
-P
N
REMS1ONS
DESCRPTIM DACE Bx
MODIFIED PER AS -BUILT IWORUATION I 7 /2= .nU
GRADE SHALLOW DRAINAGE
SWALE TO ENSURE CONTINUOUS
SLOPE TO TOP Of CATCH BASIN
1
I
I
FLOODWALL P.I. 14
N 181, 310. 15
E 1, 299, 601. 69
SEE
(P,,- #
+__
c
I�
r a
e
ence ��
24'VC -ABAN SS
°o
I I a1 I Il
PLAN
J 30' 15' 0 30' 60'
J
1" = 1' -
o 3 SCALE 30'
IUTH
cu
m
N AS —BUILT
+
Ir�j
M
-
`t
V_
N
d !�I'F SHEET IS LESS THAN 32° X 21° IT IS A
,
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
N
«!;' BOEING
DRAINAGE
O
_
i* SLOPE TO TOP OF CATCH
PROFILE
LOWER CEDAR RIVER FLOOD CONTROL
HORIZONTAL SCALE: 1" = 30'
—�C—
WALL
VERTICAL SCALE: 1" = 6'
LEFT BANK PLAN & PROFILE
i
STATION 35 ±20 TO 44 +00
RENTON WASHINGTOP
KEY PLAN IT-,. �' p ,. oal TE
c >A gES
a..n..c
NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14
95:: PVVN C BRB 5 EEl
3
"
'
J
IF 42
iiy'rl imam
176
FR'
le:6
a
—
N
2
CEDAR RIVER
FLOW
ID
f
24'VC -ABA
r
s 2
a
d
a
-P
N
REMS1ONS
DESCRPTIM DACE Bx
MODIFIED PER AS -BUILT IWORUATION I 7 /2= .nU
GRADE SHALLOW DRAINAGE
SWALE TO ENSURE CONTINUOUS
SLOPE TO TOP Of CATCH BASIN
1
I
I
FLOODWALL P.I. 14
N 181, 310. 15
E 1, 299, 601. 69
SEE
(P,,- #
+__
c
I�
r a
e
ence ��
24'VC -ABAN SS
°o
I I a1 I Il
PLAN
J 30' 15' 0 30' 60'
J
1" = 1' -
o 3 SCALE 30'
z
cu
m
N AS —BUILT
+
Ir�j
M
-
`t
V_
N
d !�I'F SHEET IS LESS THAN 32° X 21° IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
N
M
O
_
rn
SEATTLE. WASHINGTON
PROFILE
LOWER CEDAR RIVER FLOOD CONTROL
HORIZONTAL SCALE: 1" = 30'
F—Ft=
WALL
VERTICAL SCALE: 1" = 6'
LEFT BANK PLAN & PROFILE
STATION 35 ±20 TO 44 +00
RENTON WASHINGTOP
KEY PLAN IT-,. �' p ,. oal TE
c >A gES
a..n..c
NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14
95:: PVVN C BRB 5 EEl
3
"
'
J
ZL
�- '� - ' =n �� ,6 SCANNED SEP 13 2002
M
176
FR'
le:6
a
—
N
—
— J
NG GROUND
'A
-
-
-
--
-
PL
TES 2
JAI I
UN
L STATION
NOTES:
1. ROADWAY FROM STA 35 +10 THROUGH 38 +00
TO BE GRADED TO WEST AT 2% TO DIRECT RUNOFF
TO LANDWARD SIDE OF LEVEE.
2. RIVER ACCESS POINTS TO SERVE AS FUTURE
MAINTENANCE DREDGE ACCESS POINTS. TO BE GRADED
AND HARDENED TO FACILITATE MAINTENANCE EQUIPMENT
ACCESS.
4
J
Ia
!
M
+
N
N
+
N AS —BUILT
+
Ir�j
M
-
`t
V_
N
d !�I'F 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
PROFILE
LOWER CEDAR RIVER FLOOD CONTROL
HORIZONTAL SCALE: 1" = 30'
LEVEES & FLOODWALLS
VERTICAL SCALE: 1" = 6'
LEFT BANK PLAN & PROFILE
STATION 35 ±20 TO 44 +00
RENTON WASHINGTOP
KEY PLAN IT-,. �' p ,. oal TE
c >A gES
a..n..c
NO SCALE _D I B -99 -0017 E- 19 -1 -70 98DECO3 C -14
95:: PVVN C BRB 5 EEl
3
"
'
2
ZL
�- '� - ' =n �� ,6 SCANNED SEP 13 2002
R LL
176
FR'
le:6
a
0