HomeMy WebLinkAboutD-28171FA
B
4
2
NOTES:
C 1. EXISTING ASPHALT DUST COVER
(2" THICK) TO REMAIN. BEGIN GRADING
e A— EDGE OF AC DUST COVER.
1 2. GRADE AREA TO ENSURE CONTINUOUS
(3% MAX) SLOPE TO TOP OF EXISTING CATCH
BASIN. PLAN
SCALE: 1" = 30'
SwA- 2J�ag.7
4 3
LL 176
o •
30' 15' 0 30' 60'
1' = 30'
s, T.
C,
2
FR 1115
s
s
AS -BUILT
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 BANK AIRPORT
DRAINAGE IMPROVEMENTS V!
RENTON WASHINGTOP
71 i ai«
D I B -99 -0017 E- 19 -1 -70 98DEC03 C -23
° PVM — BRB -IT 31
SCANNED SEP 13 2002
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1
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