HomeMy WebLinkAboutSWP2703057.6q 3 2
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USE STAPLE`.
RINGS TO Al
TO WIRE
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POSTS
SILT FENCE
NO SCALE
FILTER FABRIC MATERiAL�
2X2X14GA WIRE FABRIC
OR EQUIVALENT
LAY FABRIC ON THE SURFACE
ON UPHILL AND USE STREAM i
GRAVEL ON BOTH SIDES OF FENCE.
2X4 WOOD POST
ALT: STEEL FENCE POST
DETAIL �
NO SCALE
4
EDGE OF BANK
0
DETAIL RIVER CROSSING
NOT TO SCALE
BOTTOM-2'TYP)
POOL TYP.
NOT TO SCALE
CHANNEL EDGE
STAKES 5 1 AKES
TYP. CHANNEL DOWNSTREAM
OF ROAD CROSSING
NOT TO SCALE
>R I S
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2' WIDE/2' DFEP QUARRY
OPAL L ROAD WITH 4" OF
STREAM BED GRAVELS
EDGE OF BANK
TE
SEE PLAN FOR SCALED DRAWING
OF STREAM CROSS I NG
C O.nPUTER
This project was designed by the Seattle District U.S. Army Corps of Engineers. Aloro
The initials or signatures and registration designations of individuals appear DATE AND TIME PLOTTED•` 17-JUL-2000 13:48 D D.AFdTINO
within the specifications or on these project documents within the scope of
tneir employment as required by ER 1110-1-8152, Professional Registration. DESIGN FILE: 1:OdesignSOMiSC0Civ0Cdr_mitOMSCMCdOC.dgn
31 2
_BR I S
CLASS III RIP RAP
3 THICK PERP . TO
SLOPE AT 2 o I SLOPE
f 3 I CHANNEL
BOTTOM �d
D
� �oN
� 1
�o
WCIO
0
J
BANK ARMORING TYP.
NOT TO SCALE
REDUCED TO 50% OF FULL SIZE
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
CEDAR RIVER MITIGATION
CIVIL DETAILS II
RENTON WASHINGTON
SIZE INVITATION NO. FILE NO. DATE: PLATE
D E- I9-1-7-1 OOAPRO6 C-4
DSGN. M JC CHK. SHEET 6 OF 9