HomeMy WebLinkAboutT-2692B5• i
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PIER 4
RETAINING WALL LOCATION PLAN
C55 TKA.NSPIOH FENCING-\
TOP OF PEOF5tRIAN PARRIED -,
MT. ST, HELENS PIGMENTED
REALER 70 P -O" BCLOW
FIN15HE0 GRADE
WALL WORKLINE
a
L "N
t
FINISHED GSAD£
IN FRONT OF WA
ACH SLAP
,OF OF 300CRADE
SEE WSDOY STANDARD
PCA.V G -4 FOR SACKFUL
REQUIREMENTS
HEEL
GRAVFL SACKFHL FOR
DRAINS.
SEE ALT. ORNNAGE DETAIL
ON WSDOT STANOARO
PLAN 0 -R FOR DETAILS
BGIIOM OF FOOi1.VG -� TIE �'Y`� - -
�, 6' UN DE RV RAIN PPE. TIE
AETA!N Nb WA A UNVEAIII
C56 YRAb'SITION FENC 46 —� —� TO PIPE HFHINO A61JTMENT
7
- COMPACTED 5'JC:iRADE
TOP OF YRAFFIC SRRRiER
8
TYPICAL RETAINING WALL 5ECr10N
ELEVATION RETAINING WALL 4L
ELEVATION RETAINING WALL 4R
N07ES,
1. TO FOOTLNG AMP WALL REINFORCEMENT OESIGN INFORMATION.
SEE WOOD' .STANDARD PLAN 0-10.10-00 FOR REINFORCED CONCRETE
RETAINING WALL TYPE L H0INDICATES WALL OES(G.V HEIGHT,
2 SEE WSODT STANDARD PAN 0 -4 (CONDITION A WITH 6E0i XTLE)
FOR WALL ORAMAGE AND BACKFILL REQUIREMENTS.
OOTING ELEVATIONS AND SUBSTKOCTUAE PETALS ARE 5UBJ T
TO CHANGE DEPE.NOIN6 UPON FOUNDATION MATERIAL ENCGUN FRFD
REINFORCING STEEL FOR 100TMG5 AND WALLS SHALL NOT 5E CJ! UNTIL
FINAL ELEVATIONS HAVE PEEN PETTRMINED AND FOOTINO DETAILS
HAVE BEEN MODIFIED, IF NECES'vARY.
4. THE ALIOWALILE DESION BOIL PRESSURE FOR FOOLISH PESfON IS 4000 T
5. ALL PILUEN'51OH5 AND ELEVATIONS SHALL DE VERIFIED IN THE FIELD
BY THE CONTRACTOR.
8. ALL CONCRETE SHALL BE CLA55 4000.
T CURTAN WALLS NOT SHOWN,
y
EOTTOM OF
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_.
ON PEN 4 CilAYA1N WALL.
z
FOOTING
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T
FOR DETAILS, 5E PIER 4
BGYYGM OF
NO.
ISSUE DATE
�`,.�U
5ECT OH5 AND G TAILS"
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FCQIiNG
CHECKED BY
DESIGN
APPROX. FINAL
\�
ELEV. BT
GRGUM1✓ LINE _.
_
.5
EXfSYINO
'� -+�_�
AR., FINAL
m
GROUND LINF1
GR'JJNG LIME
MANFDER:
__ _ ____
_
a
_...1 -
_ __
5OTTOM OF
F OTINO
J. BAUNAN
TEXISTINO
p
ELEV. 950 --- ---- --
ORCLMD LINE
B" -29
______ ___
FOGYMG
DESIGN
m
ELEV. IMlS
ELEVATION RETAINING WALL 4L
ELEVATION RETAINING WALL 4R
N07ES,
1. TO FOOTLNG AMP WALL REINFORCEMENT OESIGN INFORMATION.
SEE WOOD' .STANDARD PLAN 0-10.10-00 FOR REINFORCED CONCRETE
RETAINING WALL TYPE L H0INDICATES WALL OES(G.V HEIGHT,
2 SEE WSODT STANDARD PAN 0 -4 (CONDITION A WITH 6E0i XTLE)
FOR WALL ORAMAGE AND BACKFILL REQUIREMENTS.
OOTING ELEVATIONS AND SUBSTKOCTUAE PETALS ARE 5UBJ T
TO CHANGE DEPE.NOIN6 UPON FOUNDATION MATERIAL ENCGUN FRFD
REINFORCING STEEL FOR 100TMG5 AND WALLS SHALL NOT 5E CJ! UNTIL
FINAL ELEVATIONS HAVE PEEN PETTRMINED AND FOOTINO DETAILS
HAVE BEEN MODIFIED, IF NECES'vARY.
4. THE ALIOWALILE DESION BOIL PRESSURE FOR FOOLISH PESfON IS 4000 T
5. ALL PILUEN'51OH5 AND ELEVATIONS SHALL DE VERIFIED IN THE FIELD
BY THE CONTRACTOR.
8. ALL CONCRETE SHALL BE CLA55 4000.
T CURTAN WALLS NOT SHOWN,
y
NO.
ISSUE DATE
ISSUE RECORD - DESCRIPTION
DESIGNED BY
ENTERED BY
CHECKED BY
DESIGN
-
MANFDER:
1 I
I( � 1 1 1 1 I
J. BAUNAN
I -S TO SR 1SS
B" -29
DESIGN
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TASK L£aD:
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PIER n RETAINING WALL DETAILS
er.