HomeMy WebLinkAboutD-281726A
B
C
4
N�
Z�
i
TR fit �T \\ ? _ / /58' LT L
J'C i ER D = 14' 19' 6' Q
1W' � 7, r L R= 441 0 a
N� T= 41.9 'v
L
� I = 83. 6' Q
h + 4
bM
DRAINAGE b ryy0
30
20
0
3 1 2
SYMBOL LONL
h
I
3' LT
P. I. 46
_ 133 32', N 180, 718. 57
? = 14' 29' T T 64.32 ,� E 1, 300, 04r. 9
D 38
R = P-0025: mo —
T = 25. 58'
TELEPHpNE L = 50.87' PI 44 I I 'r �G01r
Np FILL VAULT m "� N 180, 45 13 — —
�r °� E , 2 9, 66 69
I 181
99 87 6
0
0
0
0
0 0
0 0
AS —BUILT
P. I. 41
N 181, 161. 07
'
E 11 299, 819. 11
30
20
0
3 1 2
SYMBOL LONL
h
I
3' LT
P. I. 46
_ 133 32', N 180, 718. 57
? = 14' 29' T T 64.32 ,� E 1, 300, 04r. 9
D 38
R = P-0025: mo —
T = 25. 58'
TELEPHpNE L = 50.87' PI 44 I I 'r �G01r
Np FILL VAULT m "� N 180, 45 13 — —
�r °� E , 2 9, 66 69
I 181
99 87 6
REVISIONS
DESCRIPTION
MOD RED PER AS -BUILT INFORMATION
726
7120M p, ILIJ
0 0 0
0 0 0
0
0
0
0
0 0
0 0
AS —BUILT
M+i m
rn
----------
- - - - --
—
- 57,17' •
I
In In In
180,7
- -1 2.7' 54' RT
- 3' 9, 984. EXTEND BY 40 FEET AND INSTALL TIDEFLEX
D - 19'5'3 N 180,
- VALVE [IN EXISTING 24 INCH CONCRTE
E
_=300 00'
of of of
I�
of tr
PLAN
SCALE: 1" = 30'
REVISIONS
DESCRIPTION
MOD RED PER AS -BUILT INFORMATION
726
7120M p, ILIJ
0 0 0
0 0 0
0
0
0
0
0 0
0 0
AS —BUILT
M+i m
rn
o +
30 15 0 30' 60'
ti
1
In In In
Loo
In
In
m co
1- _ �•
of of of
of
of tr
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
0 -32 SEATTLE. WASHINGTON
C -24 C -26 C C -30
LOWER CEDAR RIVER FLOOD CONTROL
-28
LEVEES & FLOODWALLS
PROFILE
C -25
C -31 RIGHT BANK PLAN & PROFILE
C -27 c -2s
STATION RT54 +40 TO RT61 +60
RENTON WASHINGTON
KEY PLAN
�7 w"T> �a F�� �� oA �a
co..e�a
D B -99 -0017 ( E- 19 -1 -70 98DEC03 C -30
NO SCALE
ml 8RB a.. SECT 38
4 3
2
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LL
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