HomeMy WebLinkAboutD-2817254
I
l? N
I
4i \
I
I
21
�
I
I
i AS -BUILT
I
+
Ln
A Zi
W
� J
30' 15' 0 30, 60'
+ 1, _
10
� i
4 I
3
�
o
r
F-
El
U
N 1 1, 995. 93
r
C
C
E 1, 249, 631. 57 ?
a
N
_
N
U.S. ARMY ENGINEER DISTRICT, SEATTLE
C„:
go Z
f0
--
20'16 E
CORPS OF ENGINEERS
SEATTLE. WASHINGTON
-
w
0
m
C -31
F
N 181, 894. 15
U
E 1,29%653.21_
7 = 6'54'32' RT INSTALL TIDEFLEX VALVE ON
D = 28.38'52' EXISTING 12' CMP IE 15.66
RENTON WASHINGTON
R = 200. 00'
T = 12-07'
L = 24. 12'
B
30
20
0
C
STABR 48 +89.
3 2
SYMBOL I ZONE
O
7 = 19.39' 32' LT
3 D = 38.11' 50'
0 R = 150-00'
YN K_ L= 51.47'
o+ ° P. I. 1 81
40 N.
It- N 181,451.87 + ( TOP 24.
E 1, 299, 764. 90
a + + DRAINAGE SWALE
Z 1 1,599.53 h a �o g +
US '2 , 726.5 Ci F b
- ------- - - - - -- — - - -- -- —
i•
N 181, 748. 58 V
E 1, 299, 689. 64 4 p+ IE
4 N 181, 517. 31 7 = �• 7' 26' RT AND 8• PVC LE 2D 7 = 8.29' 51' RT E 1, 299, 734. 29 = 57.17' 45' P. i. 40
OUTH BOEING BRIDGE D = 19.5' 55' = 100. 00' N 181, 333. 81
VEE CLOSURE GATE R = 300.00'
EE DETAILS PLATE %P: SCOA T = 22. 29' I T = 19. 55' E 1, 299, 770. 95
L = 44. 49' L = 38. 61'
PLAN
SCALE: 1' = 30'
REVISIONS
DESCRIPTION DATE I BY
MODIFIED PER AS -BURT INFORMATION I' 7 /1OOT ,qy
0
0 0
co
Of
+ +
Of
2$ rf
4
e
2s
I I
I
I
I
i AS -BUILT
(D °0
+ +
+
Ln
+
Lo
+
Lo
30' 15' 0 30, 60'
+ 1, _
10
-
r
F-
I- IF SHEET IS LESS THAN 32' X 21' IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
go Z
C -32
CORPS OF ENGINEERS
SEATTLE. WASHINGTON
PROFILE
C -24 C -26 C -28 C -30
C -25 C -27 C -29
C -31
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
RIGHT BANK PLAN & PROFILE
STATION RT46 +80 TO RT54 +40
RENTON WASHINGTON
KEY PLAN
DA-
I _A
A,o NO SCALE
D B -99 -0017
E- 19 -1 -70
98DEC03
C -29
R,- BRI3
a«
snrF1 37
3
2
D _ _ .r»: r SCANNED SEP 13 2002
•
:
t
R LL
176
FR'
121
J
0