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Elev. -1.00
Main 3
8'-4"
18'-0"
Main 2
14'-35r8"±
33' -13.4"
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I blockout for anchor bolt. I
2"xl2" Keyed
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Adjust reinforcement as
Construction
4
I necessary to clear
Joint
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I blockout. Blackout form
Z
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I anchor bolt is set. Typ.
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33-5E2 @ 12" cts.
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33 -1127 @ 12" cts. (E.F.) l
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II
w 33 - 5F1 @ 12" cts. (Each Bump -out) II
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@ 12" cts.
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+ 1450 @ 6" cts. Jonntruction I(
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14J3 @ 6" cts. II 14J4 @ 6" cts.
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Woterstop w/ Protection 1 14,13 @ 6" cts. 1450 @ 6" cts. 14,14 @ 6" cts. Woterstop
Sheath ,
-------------------— — — — — — — — — — — — — — — — — —
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6E541-2 (Typ.
n piles)
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'-53r4'- _ 6 S
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I� I1 1 4-537-6 1
M (Typ. between piles) II 6E2
@ 6'-0" = 36'-0"
ELEVATION - PIER #2 (STAGE I)
(Looking RY South)
24" Did. pipe
pile. (Typ.)
fo 44-40'+0 ei A
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2"X12" Keyed
Construction Joint.
Typ.
Main 1
18'-0"
Elev. 28.39
IZ (r ( c Lyu 7 Z
It Futuire Main
Notes:
1. Slope area around bearings a minimum
of z per foot to drain. Bearing areas
to be level.
2. Provide 3,4" chomfer on all exposed
edges and corners.
3. The following bars shall be mechonically
bar spliced
1450 to 14J1 and 14,12
14,13 to 14J5
14J4 to 14,16
517-6 to 532-11
517-6 to 541-2
4. For detail of waterstop see sheet RA-16.
5. For detail of waterstop protection see sheet RA-17.
R-3693168
FEDA10: STPUL-1276(004)
HPP-1276(005)
�i BergerJABAM
�/
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206)431-2300 Fax: (206)431-2250
<' ,O HANSON
O Copyright Hon:nn Professional Services Inc. 2011
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DATUM
CITY OF
RENTON
Public Works Department
Pa
q ro ad For ConstructionA-23
R. Sert M. Honson P.E. Dale
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSFBRIDGEN0.11.07 L.S.LS0051
ELEVATION PIER#2 (STAGE 1)
12/a`!11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RECORD DRAWINGS 7/31 /2014
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.�E�,N
NO.
RE.ISION
BY
DATE
APPR
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