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M MY South)
O 2" Gap
10 %t6"
LU
t
L
a
m
as -
a �
o
o
Cy N
n C
C CT
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16L -
TRAU
F
i
Walkway Bracket -
WB11.07-2. TyD.
O N —
I
O N -
=�I
oN
~I
O N
'ION TREAD
)ANELS
Mork
Length
Width
1
70'-6" Length
12"
2
11'-0" Length
12"
1V-6" Length
12"
12'-0" Length
12"
t
10'-6" Length
10"
11'-0" Len th
10"
7
11'-6" Length
10"
8
12'-0" Length
10"
9
10'-6" Length
7"
11'-0" Length
7"
11'-6" Length
7"
12'-0" Length
7"
43'-5" out -to -out of beam J
4" Gap 56'-5" out -to -out of beam
5'-1%8" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-17,' 5'-47,8" 5'-6" V -6" 5'4" 5'-6" 5'-6"
10 TI6"
Walkway Bracket 2 - 2,,xl2"xtt go. B 8" Walkway Bracket
W811.07-1, Typ. Traction Tread W811.07-1, Typ.
3 C 1 1 n n C 2 A42
f
5'-6" 5'-6" 5'-6" 5'
2-2"x12"x11 go.
Traction Tread
To Seattle
MY North)
2" Gap
81 '�e"
3 �
30
1
1
3
U
2
2 "w
c w �.
-
O
e C
Ballast Curb
3,4' Ballost Pon
8
L
® C
Ballast Curb
8(' Bo last Pon
-- Deck. Plate
-DP100
A �
r* B
Plate. TO..
' Deck Plate
- DP104
Closure Plate
B
A
Plate. Typ.
Deck Plate•-DP100 --
EB
�k
'- - -
-
L► 6
6 �1
- -
'I' - ----------
1
-----------•-
fl
- -
B fl -
-- - — —
- —Deck Plate
-SDP11.07-2
Closure
Plate
I
I B r
A
Ir
Deck Plate
-•SDP11.07-4 34" Bollost Pon
A
B
Deck Plate - SDP11.07-02 --
7'-0",TyD•
Lug
�3,4" Ballast Pan
B
I _ A
7
Lug 7'-0".TyD.
�;
7'-0".Typ•
¢ Plate. Typ.
Lug
Q
4�
A
Closure Plate
PAote, Typ.
Bollost Retainer
Ba1.1a$f Retainer
B
�
I_
E 7 B
Ballast Retainer
Bollost Retainer
Ballast Retainer
Bollost Retai
�
er
6
Ballast Re
Diner
B Ba
�
lost Retainer
� Lu
7'-0".Typ.
SBRT1.07-•4 --
y-SBR11.07-3
--
- SBRa1.07-3
� SBR11.07 4
- SBR11.07-2
^ SBR11-.07-1-
. - SBR11,07
1 -
BR11.07-2
-g-
- 4
closure Plate
41,z'
"' 41,2"Hl6
Any.Ie-sa11.D7-1,
B
4
See Note 2
Plate
A
r0- B
3,4' Bo I l ast Pon
Plate, Typ.
Angle - SA11.07-2_.
Typ. this span
Deck Plate
TYp• this span
I* B
A
3.4" Ba l l ast Pan
Plate, Typ.
See Note 2 �
Deck Plate- SDP11.07-01�
Deck
- SDP11.07-1
-SDP11.07-3
e - e
------------___._.
�►B
Bfj
_._
___ _ _._.___._.._
______.__________._.__.
___ _._._. _._
__-B
t►6
_
Bel
J
.
" — Deck Plate-DP101
Closure
'f�3
Plate
B
�A
;;
i;
I
Deck Plate
�3,4' Pon
(�A
I
B
Deck Plate -DP101--
®
a Ballast Pan
C t ® 2
i;
®
Bollost
C 41 ® MK, 1
Plate, Typ:
-
r—Ballast Curb
�I a
Plate, fyp.
11, A
Bol last Curb
I i 5 5 f 13 � b b .4:•.--:.: b---•::v: t1
r
71
BdIIOSt Curb F,; ® Ballost Curb _ rF, n
A tO-C — ail ;
7'-D".Typ. � 3, 7'-D"•TYD
3,4' Ballast Pan Lug C 4 Ballast Pan Lug
Plate. Typ. 'rPlate. TyD
Deck Plate -DP100 A F► B Deck Plate - DP1D5 Closure Plate- � B A Deck Plate -DP100
a Deck Plo+e•-DD i 1 t* B B ;' Deck Plate 4 B B D ck Plate OP101
-
;I -- ---- -----T_
------ --_------ --_ ------------- - _ - - --- --- - - -- ---- -- ;
Closure Plate B A V-O"'°Typ• LDg �3, A B
7'-0",Typ. Lug L3.,r I C 4' Ballnst.Port ...., C
® 4 Bollost Pon 8 „ ® Plate. Typ.
Plate•- Typ: Ballost Curb -- - - ----- flaIIost Lurb
ja
3 1 1 J C 3 n ' �a _.1 •. 2 ' 2 C 4
1-� 3 4 2 2 Y Y 2 4
-
2- 2"x12"xtt ga. Walkway Brack. 1 '• 2 - 2"x12"x11 ga. Walkwayy Brock.
Traction Tread WB11.07-1. Typ. 10 Ie Bte" Traction Tread W811.07-1. Typ.
5'-1te' 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-111 5'-4%8" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-G" 5'-6" V -6" 5-41�8�
B %8"
43'-5" out -to -out of beam
2" Gap
4E Field cut grating End of girder to edge of
to provide a 2" Angle - SA11.07-1 or
gap to the face of SA11.OT-2.
bockwoll
11 56'-5" out -to -out of beom
4" Gap NOTES:
1. DIMENSIONS TRANSVERSE TO TRACK REPRESENT
OUT -TO -OUT OF BALLAST PAN PLATE WIDTHS.
BALLAST PAN PLAN 2. CONTRACTOR TO DESIGN AND PROVIDE SUFFICIENT
BLOCKING TO ACT AS A TEMPORARY BALLAST RETAINER
BEYOND THE LIMITS OF THE STEEL BALLAST RETAINER
1 - 2"x7"x11 go.
I-
2"x10"x11 go. d
1 2"xw' ll ga.
Troction Tread
21
2"
3. FOR MATERIAL SPECIFICATIONS. SEE
GENERAL NOTES.
5<<lal-V_1' }�el/ b �.
SEE SHEET RA-37 FOR SECTION VIEWS R -3693 1 8 1
FEDAID: STPUL-1276(004)
H
BerPP-1276(005) �
�i erABAM
`�
33301 gth Avenue South, Suite 300<0!
Federal Way, Washington 98003-2600
(206)431-23D0 Fax: (206)431-2250
HANSON
QCopyright Hanson Professional Services Inc. 2011
p•,•
AS SHOWN
DATUM
CITY OF
RENTON
Public Works Department
A roved For Com truction
pp
Robert M. Hons_n P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE N0. 11.07 L.S. 0051
BALLAST PAN PLAN
12/05/11
R_ ECORD DRAWINGS 7/31 /2014
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HNG
c
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
a""" CDP
".
RA-36
a,�,W
A4N
NO.
REVISION
BY
DATE
APPR
,�,
MAF
192'231