HomeMy WebLinkAboutD-28171EA
B
C
1
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.
Jwp -t7-2E$�%
4
3
2
REMSIONS
DESCRPTION DATE BY
WOOFED PER AS -BURT IWORVAMN 7/2W7 .Au
PLAN
SCALE: 1" = 30'
ROIL 176
`
° f EDGE OF TAXI
'a '
z SEE
_
r _ _
�r -_ -- _
llr
J _ Q)
3
- -� ^ STING CA
z z p BASIN. PROTECT
�
201 NE
BASIN.)
I 8 "C P 1
IN
OTE 2 o� I
^ �3
o t
^�_o tw
j
!�
no SEE NOTE I I w
FLOW _
I 11
ICS
EDGE OF RUNWAY
1
AS -BUILT
IF SKEET 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 BANK AIRPORT
DRAINAGE IMPROVEMENTS V
30' 15' 0 30' 60'
� RENTON WASHINGTOP
s7 —. rvr LIlE 1 —T
D B -99 -0017 E- 19 -1 -70 98DECO3 C -22
App o a_: oscrv. PWN °'" BRB s+EEi 30
2 '4 /3 . /D - -?'pi' /E SCANNED SEP 13 2002
6 9
0