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4. PILE SUPPORTED RETAINING WALLS NOT SHOWN.
5• STATION CALLOUTS REFERENCE MAIN 1.
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1 Teflporory Shoring 6
7 to be designed by
Contractor between
node 2 and node 5.
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-OP OP OP OP OP OP OP C.lOP-
41'-9" 54'-9"
Span 2 Span 1
Abut. #3 Pier #2 Abut. #1
Sta. 102E+40.10 Sta. 1028+81.85 Sta. 1029+36.60
18'-31,2" 100'-6" Face-to-Foce of Parapets -New Bridge 1 18'-31r,"
137'-1"
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Proposed Temporary
Sheet Pile Shoring
w/ Tiebacks n
(Stage I)
5
OP OP
NOTES:
1. SHORI OR EXTRA EVATION CLASS A BETWEEN
NODE 2 AND NO5 TO BE DESIGNED BY THE
CONTRA TOR IN ACCOR ANCE WITH WSDOT STANDARD
SPECIFICATION 2-09.
2. ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL
BE REMOVED TO A MINIMUM OF 3'-0" BELOW BASE
OF RAIL OR FINISHED GRADE. WHICHEVER IS LOWER.
REMAINDER OF TEMPORARY SHORING MATERIAL.
TIEBACKS, AND TIE RODS, TO REMAIN U.N.O.
3. SHEET PILE TO REMAIN AS REOUIRED FOR RELOCATION
OF UTILITIES BEHIND BRIDGE ABUTMENT. MAXIMUM
SHEET PILE CANTILEVER RETAINED HEIGHT = 4'-0".9
OX = KEY POINT LOCATION ON UNFOLDED SHORING
ELEVATION DRAWING R - 3 693 1 50
FEC.1.0: STPUL-1276(004)
HPP-1276(005)
�i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
HANSON
C ;op, right Hanson Professional Services Inc. 2011
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A'- SHOWN
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DATUM
CITY OF
UNTON
Public Works Department
Approved For Construction
Robert M. Hanson P.E. Dote
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE NO.11.07 L.S.0051
TEMPORARY SHORING PLAN - STAGE I
12/05/11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
-RECORD DRAWINGS 7/31 /2014
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