HomeMy WebLinkAboutD-317007Y
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C
DATE
PLOTTED
BY
DESIGNED
BY
ENTERED
BY
CHECKED
BY
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LAI
170
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_AND BUFFER
FEET
FILL LIMITS
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DETAIL - PIER 170
N.T.S.
NOTE: GAP "A" = 114" MAXIMUM AT 0° F
REVISION
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TOP OF WALL
BEYOND
SIDEWALK
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-------———----- j___
GRAVEL BACKFILL
FOR WALLS
BOARDWALK
POST TYP.
0" 4'- 0"
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6" MIN.
V MAX. co
TYP. q
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170
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POST TYP.
SECTION C - C
GRAVITY
BLOCK WALL
6" COMPACTED
GRAVEL BACKFILL
GRAVITY BLOCK WALL
BLOCKS SHALL BE
8"X 8"X V-4"
_ Z
W
Z �
OW
m
_ 2r
W
FINISH GRADE AT
FAR FACE OF WALL
1 vi
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---- -- ---- -1------ - - - - -- - - -
'
CONCRETE RETAINING WALL
EDIOIJ STATE FED.AID PROJAO.
NO.
10 IWASHI
JOG NUMBER
CONTRACT NO. I LOCATION NO.
DATE
P.E. STAMP BOX
SECTION A - A
t r
a' y -.,
Washington State
11 • f Tr a• •
1 -406
SPRINGBROOK CREEK WETLAND AND
HABITAT MITIGATION BANK
BOARDWALK FOUNDATION DETAILS
771 l
EXIST
GRADE
PLAN AEF NO
PLT2
SHEET
OF
SHEETS