HomeMy WebLinkAboutSWP2702817.300
3
2
C
C
SCALE: 1 " = 30'
r
/Ole.-
<0, 1
Ile
/ 00 1
/ SEE OTE I /
/
NOTES:
1. GRADE AREA TO ENSURE CONTINUOUS
(3% MAX) SLOPE TO TOP OF EXISTING
CATCH BASIN.
2. EXISTING ASPHALT DUST COVER
(2" THICK) TO REMAIN. BEGIN GRADING
AT EDGE OF AC DUST COVER.
ale
/
Ile
TYPE II C-B, IE AT INTERSECTION
WITH EXISTING DRAIN LINE
INSTALL CO EAST OF EDGE
OF ROAD ALONG EXISTING
LINE. SEE PLATE C-49FOR
DETAIL.
/
/
/
//
w
r
P
SCALE: 1" = 30'
ebb
u h
REVISIONS
SYMBOL ZONE DESCRIPTION DATE BY
MODIFIED PER AS -BUILT INFORMATION 7/2001 JLM
0�
m nW
o �o
ry
nj n
S-BOLT
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
LEFT DANK AIRPORT
DRAINAGE IMPROVEMENTS V
RENTON WASHINGTON
SIZE INVITATION NO FILE NC. DATE- PL�.TL
D B-99-0017 E-19-1-70 98DEC03 C-22
�Ss1�l- PWN CHK. BRB SHEET 30
JwP-417-24147
4
3 I 2
O�IT
Es
D RAI'I
14 /3 0SIV 1:) 4- SCANNED SEP 13 2002