HomeMy WebLinkAboutT-269297i
TOP ARM _
R
1° E
3.'4" A
9116
SEE OEi1 H
SNOVO fi
=CTION �\
i -! 9NT0-21
U -BOLTS WIHEX
45 A WASHERS
TOP 6 501`10M 1LIPPORT ARM -
OErarL E
X
1 "RI
I sm Ua4Ewow
MP ARM LENGTIS'
PPE SL L H
All
A2'
A3
4'0S1R. 85
d
_ _
6 -i t"
4'41Sm. 195
_f�P"
15
4' @tf0°
Y -i M1°
_x_992'
nNAC£IENGi11°
f NI9EVFR
LENGTIS
C
C
N
&
U3
E
F
P
t9'-4
66
BE
59'
90.1
iPSl1d
T -1012"
5.3
Vl'
Sb /B' V
4' -9U 11Y
98
• FIEID VEF;FY PRIOR TO FAO97CAT19N
M# CANTLLSVFR LENCTHS'F' d "P'
A0.14'5.'EG TO FRIG FIT 51CN 5RACKET
TO BRIDGE MM. -B°. MAX.
=1' -3".
�rrv.l� - -v
y SAJOLE (rYP)-
I:
P ^R' i
ro 1 HOIE ("F)
I 1
m
Teo ARM...... —
1 -302 WTHEX
rs d WASHERS
131:5 3" S!OTTrV HOLE
DErAQ F
P. QUEXIRER CgtIrAl.Ti
PAOEACE: 7624
SECTION 1 Z-)
SNO -0-24
8M - 2-2 5if0'NN; @M -SI SIMILAR
SLOPE YARIES, CONTRACTOR
5HALL HELP MEASURE.
EXISI. LONL. BARRIER
�. TOP. ARM LENGTH �
I
I
APPLY EPDXY MORTAR j
TO 5GRFACE FOR
UNIFORM OEARMO / !I
HOLE
'IT CLIP
SIZE (TYP.,
WIVE 15/10, e
ILE FOR BRACE
i, 114 "R
DETAIL A
AMA 1.405 SN"46
MYIS TO SR 169
Washington Seto STAGE 2 - WIDENING
Department of Transportation AND SR 516 INTERCHANGE
BRIDGE MOUNTED I N BRACKET G,?3
DETAILS (2 OF 3)