HomeMy WebLinkAboutR-3693180V J
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M
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W
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A
A
A 5x5x3,e". Typ.
Main 1
� Main 2
MC16x42.7
D
3q" x T" Brg.
'
r Diaphragm, Typ.
O
Stiffener. Typ.
W4Dx277. Typ. (Span 1)
Typ,
o
o
'^
W4Dx199. Typ. (Soon 21
h
S16 0
W33x118. Typ,
0
0
too
to
I
'Illy'
to 0
0 0.
0;
0
0
o °
o o
_
10 O
Q1'II
10 O
O DI
N
Sole Plate - SP11.07-1 (Soon 1)
n
^
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"
Sole Plate - SP11.07-2 (Span 2)
Mill to
'
11,2' Clip.
boor. Typ.
jk Typ.
Bearing Plate-BP11.07-1 or -2
Ah
Typ.
__-'=_ -
_-_-_ —
11
11
Anchor Bolt-AB11.07
Typ I LI IJ U
IJ
LI u LI IJ LI
.J
LI
U LI .J LI IJ LI
U U IJ
Bearing Pad- LP11.07
Typ
2'-7"
2'-7"
2'-7" 2'-7"
1'-31,2
V-31,Z'
2'-7" 2'-7" 2'-7"
2'-7" 2'-61,16"
_
Stage 11
Construction
Stage I Construction
of Tie
7" Tie
Ballast Varies
9',{ to 12',Z
- Waterproofing
I
3'4" 601 lost '^
N Pon Plate 0
In
V, N
rl-I
m
M
N
1 -O
TYPICAL END DIAPHRAGMS AND BEARINGS FOR MAIN 1 AND MAIN 2 Note;
(Looking RY North) 4! 4 V j
• H.S. Shop bolt (� ��¢ `5 J y Sea sheet RA-34 for Section B-8
o H.S. Field bolt and Section A -A.
It Main 1 F
Intermediote diaphragm
W33x11B. Typ.
O O
0: O
Oi O
O; O;
DI DI
of o�
O; O;
OI OI
o; o�
2-Angle 5"x5"x3j",
Typ'
2'-7" 2'-7" 2'-7" 1,-31,2" V-31,2"
Staoe 11 Construction
Main 2
A 5x50,8"' Typ.
°
a
to
1,
0
Ie
o
u
a iv
N II
; O
D
N II
ul
O.
;e
W33x118. Typ.
W40x277.
Typ.
(Spon 1)
Iy _
W40x199.
Typ.
(Span 2)
9
B
2'-7"
2'-7"
2'-7"
2'-7"
Stage I Construction
TYPICAL INTERMEDIATE DIAPHRAGMS FOR MAIN 1 AND MAIN 2
(Looking RY North)
Top of Bridge Seat
R-3693180
FEDAID: STPUL-1276(004)
HPP-1276(005)
�) BergerABJAM
333019thAvenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
HANSON
pCopyrighl Hanson Professanol Services Inc. 2ott
SAS SHOWN
xO°�0'" .�,„I
DATUM
CITY OF
ItENTON
Public Works Deportment
A proved For Construction
Robert M. Hanson P.E. Dote
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
BNSFBRIDGENO.11.07 L.S.0051
FRAMING DETAILS (MAIN 1 & 2)
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CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
-RECORD DRAWINGS 7/31/2014rHn�
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RA-35
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NO.
REVISION
BY
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APPR
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