HomeMy WebLinkAboutT-2692D7I
E
6R,
FOF
PF
SECTION THROUGH WING WALL
DRAINAGE AND BACKFILL OETAIL5
—H-{- gym-}- 1 IX£ /TYP.)
TIE BAR 5PACIING DETAIL
LL
r f4 TIE SE£ 41E BAR SPACIN6 DETAIL"
ED- VEND -
HORIZ. VAR
2_19c
DAR (TYP)
�13V° BEND WITH
SEISMIC TIE HOOK
TIE OAR DETAIL
ALTERNATE 135° HOOK EVERY
OTHER TIE VAR
r 14 TIES WITH 1` -O MIN. LAP SPLICE.
' SEE VIE BAR SPACING DETAIL"
-TIE EACH END OF LAP
f SPLICE W IN WIRE
"IN
CLR.
:L5° SEND
EXTERIOR FACE
ALTERNATE
TIE BAR DETAIL
VARIES
PS
r
2 PAIRS - I� 1401T
zt" v _
149 A,J 1'-6" MIN.
LAP iPL14E (TY ➢. 141 � AV
PLAN - GIRDER STOP
REINF. TYP. EA. 6IRDE.R STOP
i-�t�U ta61YlCfor D ign- Lt�liaer�
€a�t�ASE€r F�}R ecTNSTRUrvi�loai
OEMON
FOR HEJBHT BEE
VIEW OF ON
PIE95 1 H 3
FINISH.
TYPE IV EPDXY
P
NO.
I ISSUE oArEl
ISSUE RECORD - DESCNPTION'
DESIGNED BY
I EMERED BY
I CHECKED BY
I DESGN
9
MANAGER:
x4
I-bO5
ARSWN x
9
ARAM
®
®
1-6 TO SR 168
RB -0-06
TASK LEAD:
STAGE 2 -WIDENING
3
41NT090
REYISIDNS PER MI NO2 AND RF19291
P.OUENTHER
D. NflmEREOX
HGWX
P.OUENDIER
Cmny�n P
y
u „L S+
bL'
Washington State
AND SR 515 INTERCHANGE
�^
f
9It &f0
RFl On- REVISED GIRDER STOP
H.OWX
O.HENDEASOX
J. CENTERS
PACKAGE:
Department DB Transportation
PI
0
1v2N09
RELEASED FOR COMMUCRON .0
J. cEx1ERS
e. xExDERSOn
P.000ITHER
7624N
SB406 RAMP BRIDGE OVER BENSON ROAD
(�2.'3
A
11(2009
FINAL DESIGN- M
J. CENTERS
O. NEXDEREOX
E.XELSON
RFC -3A
at'_e�<u ew
PIERS 1 & 3 DETAILS