HomeMy WebLinkAboutR-3693182CA
(0
M
O
W
H
3'4" Ballast Pan Plate
Typ 516
516
W40x277 (Span 1)
W4Cxl99 (Span 2)
SECTION A —A
Beam
Fill ballast pan gaps
with Stirling Lloyd-Metaset 300.
5B, I maor approved equal. Install per
nufacturer's recommendations.
11'4" 2' -53,4' C I osure Plate
Grind edge (Typ.)
3,4' Ballast Pon Plate r
cl Ballast pan
closure Plate
—No Weld
516
W40x277 (Spon 1 ) 5'16
W4Cxl99 (Span 2)
5,16
SECTION B—B
%e' dic. A325 Bolts
A5x5x3•e
n l,n
W33xll8 Curb
Support
r see Detail F
SECTION C—C
-35,e' Inside to Inside of Bal lost Pon Curb (Main 1 & 2)
13'-0" Inside to Inside of Ballast Pon Curb (Moin 3)
Top of Walkway 1�«
Bracket
5;8'x16" Ballost Pon Curb
1,2'x3 "x12"
Fill Plate
5,
3,4" Ballast 5'6
Pan Plate
Plate "2"x65'e
Cope as Required. Typ.
Walkway
Bracket
WB11.07-1
or W611.07-2
4 5x5x3,6"
a' dia.
A325 bolts
v
27'-35,8 Inside to Inside of Bol lost Pon Curb (Main 1 & 21
DETAIL F 13'-0" Inside to Inside of Bol lost Pon Curb (Main 3)
ll
Top of Walkway t
Bracket
WT16.5x84.5
■ WT16.5x84.5
• Trim inside flange
0
to toe of fi I let
Ir2'x3"x12"N
x°
Fill Plate,'O
'
Plate Itz"x4 "x2' -53,;'
516
n
Temporary Ballast Retainer
3 „
q Ballast
5'16
0
,
Ito be removed after Main
5, yp'
Pon Plate
Q
3,4' D i a. x 13t4' Threaded
1 in place) See RA-40 for
5'16
L///,
16
0
End Welded Stud w/ Heavy
Hex Nut and Washer
details
3'4" Closure
34" Closure
O
q
Angle (See RA-40 for details)
Plate. Typ.
Plate. Typ.
Beam
I'4
---
•
•
0
u,
I'e
• ;
•
n
Wa I kway
s
3,"
p on Plate t
SECTION D
—D
•
•
•
.n
M
Bracket
WB11.07-1
;16
or WB11.07-2
•
i •
E
•
I
•
i •
I
.i ..
c
61,.
1�—�^
A 5x5x3,f
o
W40x277 (Span 1)
W40099 (Span 2)
•
•
°°;I
•
•
trg" d 1 a.
•
; •
A325 bolts
U
SECTION E—E
•'
•
(Main 1 & Main 3 do not require temporary
a
'm
ballast angle or retainer plate)
_
0
ALTERNATE DETAIL F
o
R-3693182
§
o_
FEDAID: STPUL-1276(004)
HPP-1276(005).�
�i BergerABAM
r/�J'�'��''
RECORD DRAWINGS 7/31/2014
° CNP
A5 SHOWN
CITY OF
RENTON
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
12/05/11
m
CALL 48 HOURS
��
'111j'��/
HANSOM
coP
Public works Deportment
N
BEFORE YOU DIG
33301 9th Avenue South, Suite 300
AAH
„",,,,,,�I,r„s
DATUM
Approved For construction
BNSF BRIDGE N0. 11.07 L5.0051
RA-37
-
J
1-800-424-5555
Federal Way, Washington 98003-2600
206 431-2300 Fax: 206 431-2250
( ) ( )
O Copyi nt Ha"son Professionol services Inc. 2011
9
N0.
REVISION
BY
DATE
APPR
Mar
" c a^`
Robert M. Hanson P.E. Date
BALLAST PAN DETAILS
1 93'231