HomeMy WebLinkAboutSWP2702817.184
3
2
REVISIONS
SYMBOL ZONE
L RIPTII DATE BY
LEVEE P.I. 2
INSTALL TIDEFLEX DUCK BILL
/
FLAP VALVE. REPAIR/MODIFY
N 185, 425.
90
/
CEDAR
RIVER
PIPE END TO ENSURE PROPER
E 1, 298, 636.
73
/
FLOW
INSTALLATION OF VALVE.
\ J NORTH
�W
A
LEVEE
SHOULDER (LEVEE
LEVEE P.I. 3
Lo
LEVEE P.I. 4
LEVEE P.I. 5
-_
BOEING
v p
-40
TYPE III,
PLATE C/-X0
LEVEE FOOTPRINT
N 185, 196. 10
ti
N 184 905. 38
N 184, 828. 75
BRIDGE ��
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E 1, 29 I
E 1, 298, 748. 38
E 1, 298, 7681 60 U
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PORT PREP LI
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START OF LEE, .. 1
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STA 0+00
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N 4. 185, 5� 12
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E 1, 298, 009, 50
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MATCH EXISTING GRAB
ROAD P.I. 1--_____
V
/ GRADE SHALLOW
DRAINAGE
N 185 552, 23 _
- - ='
-
SWALE-TO ENSURE
ONTINUOUS _
-
22' `
�, �\
R 80'
E 1, 298, 5
/ SLOPE TO TOP OF CATCH BASIN
----
- ----
-- -
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____
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ROAD P.C.
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ROAD REALIG D
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OPEN JOINT
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GRADE
SHALLOW DRAINAGE
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SWALE
TO ENSURE CONTINUOUS
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c
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OAD P.C.
ROAD P.I. 2N
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-- -
SLOPE
TO TOP OF CATCH BASco
IN
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MATCH EXISTA GfdADE
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ROAD P.I. 4
ROAD P.I. 5
D . T.
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METRO 24 SS SIPHON
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N 184 �
7661 75
N 184 7301 96
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PROTECT
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298,
7401 80
E 1, 298, 74�I 751
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ROAD P.T. `
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a
Z N
30 15 0 30
60
I
0
1"
= 30'
+ co
LiSCALE:
1 " = 30'
°O N
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a-
w
U-J>
TOP OF LEVEE
Z 24
W O
mmui
20
---
0
-
-
15
-
15
EXISTING
CMP STORM
DRAIN
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--
-
10
5
0
--
METRO 24" EXISTING
-�
SS SIPHON
0 e - II
STATION ®
0
0
0
0
0
0
0
0
C
O
±
N
M
c+D
» "
IF SHEET IS LESS THAN 32 X 21 IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
P RO H LF
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
HORIZONTAL
SCALE: 1" = 30'
SEATTLE, WASHINGTON
VERTICAL
SCALE: 1" = 6'
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
LEFT BANK PLAN & PROFILE
STATION 0+00 TO 8+00
K IE Y PLAN
RENTON
WASHINGTON
NO SCALE
SIZE
INVITATION NO. FILE NO. DATE PLATE
c OMPUTER
D B-99-0017
E-19-1-70 98DEC03 �C-10
A I...
FSGN
D RAFTING
:II pym
CHK, BRB SHEET 18
4
3
2
/_
l SCANNED SEP 13 2002
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