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`----_OF THE ROAD AND CONVEYED TO THE SURFACE
CONTROL,PONDS.
E4 NJ
E4
124
ELEV. EXISTING ENTRANCE ROAD
Clrf OF AUBURN BERM MARK
22-1 *)C CHISELED INTO SOUTH-EAST
CORNER OF BRIDGE__OVERSTUCK RIVER,-- -__ A/ %,_"
ON *Jr -XIBICET
40
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JW#iAwk AA#r Amu
AtesWor dA#&;lo0y UAL, Ar jW jrm*�Aw"i,,
NOTE: HEIGHT OF FILL IS VARIABLE TO MAINTAIN
CONSISTENT HEIGHT FROM STUCK RIVER ROAD VANTAGE POINT.
%
6
x
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EXISTING CONTROL POND
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TYPICAL HYDROSEED MIX
6' TOP
STUCK RIVER DRIVE
PROPERTY
12 M ENGINEERS CALCULATIONS AND LINE
LIMITATIONS ON BLOCK RETAINING
WALL
TYPICAL HYDROSEED MIXS
2
BUILDING
4'
STUCK RIM DRIVE Engineer's stamp:
7 tv 4
000 t
PROPERTY
LINE NEW BERM WITH CONCRETE BLOCKS
AT SHOP YARD LOCATION
'SECTTON A
TOP
0
E-
2
ECTION
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CADFILE NAME: GROUP205 SOUNDBRM.DWG
PROJECT REF: M.A. M.A. SEGALE INC.
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Record Drawing Certification 7
These drawings conform to the Contractor's `
construction records. These plans are approved for conformanceL
TUKWnA, WASHINGTON (2m) e75—=o
with the City of Auburn's Engineering Division INC. WAm 1" = 50'- 0" MUVW Iff: MGM
requirement-,. DA 8/7/97 nmUD-. 8/7/97
By: Date:
TiUe/Position:
Confirmed by City- Date:
Approved By- Z_Z�a�_ V
Date Approved: Z"
T=:
BAYDO PIT
SIM WrLit DRkwmG "mmm
MITIGATION BERM DETAIL AT EQUIP. 205-97015
MAINTENANCE SHOP BLDG.