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Fill behind abutment
with pervious structure
backfill per special
provision 2-09.
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Proposed Temporary
Sheet Pile Shoring
w/ Tiebacks
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SECTION A -A
See Notes for Top
of Stage Line Wall Elev.
— Elev. 28.18
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joint waterproofing
all around. Typ.
Bottom of 2"x12" Keyed
excavation o Construction Joint
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24" Dia. pipe
Pile, (Typ.)
HEAD OF BANK DETAILS
Notes' r�
1. For Stage Line Walls between Stages 1 and 2. �1 f U L o
Top of Stage Line Wall Elev. = 31.97
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2. For Stage Line Walls on Western edge of Stage 2.
Top of Stage Line Wall Elev. = 33.32
6'-0"
3'-3"
Top of Stage Line Wall
(See Notes)
5'-0"
b"
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12" cts. (E•F.)
Elev. 33.32 �
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STAGE LINE WALL AT ABUTMENT
(Stage Line Wail between Stages 1 and 2 shown.
Stage Line Walls at western edge of foundation similar)
R-3693167
FEDAID: STPUL-1276(004)
HPP-1276(005)
*� Berge
�/
33301 9th Avenue South, Suite 300
Federal way, Washington 98003-2600
431-2300 Fax: (206) 431-2250i�r
HANSON
OCopyright Hanson Professional Serves Inc. 2011
I I I
RECORD DRAWINGS 7/31/2014
—
r
su. AS SHOWN
"°d7w'
DATUM
- CITY OF
�•
RENTON
Public Works Department
A ro• ed For Construction
PP
RoNrt M. Hanson P.E. Dote
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
BNSF BRIDGE N0.11.07 L.S. 0051
STAGE LINE WALLS AT ABUTMENTSQ06)
-
12/05/11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
""a
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eU� CDP
anti
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PA- 22
NO.
REVISION
BY
DATEHAPR
1 78 p231