HomeMy WebLinkAboutTED4001507.24to - v
13' p
- ondorrnol to Pier I
1 - -- - 9
I
91�49'l4 9/049'l4"
--_ - - --- -- - -- r
-- -------- - — —
;o I Pie ---
I
(�t Bridge
LO '' Ln
i
�9
} ( 1 ( I ( 1
I
@ -IS 1'aCTop)
l5' 11 3O @ l2" = 14'- 0"(Bo7t)
PLAN
Column B norshown - Detar/s syrnmerriccl obou7-(;t Bridge
q� Column A
l"Premolded !
Jt Filler ryp.) /
O
1 Elev.31I.93
# 3r
2 S
(T-yp. Each Column)
35
- _ --- --
Typ. Eo ch Column)
DRAWN 37 �-Ic_ 8 - 85
CHECKED P j �
PROJ. ENGR.
DIST. ADM..
DOT FORM 221-011
Revised 9/82
DATE
A
Elev 24.71
O
Column
Cat Top)
q-- Column
1
/3'-0"
2 2 Eq. -Sp a. C@ a b t G %'"
�4�//�32 'r6 33 `4 34 with
co Min. Splice'
I
W a � Pier
mV)
0-r4 42
O
2 O, / c',; T4 37 '� 5 35 #5 3�
Min. Splice p.
CA/ternore Splices)
TYPICAL COLUMN SECTION
Bridge r�
Cu 1" 3
�t Column B to c/eor Bloc) out C
at each Column J
(/--- — - ---- -- ---- ----1 O Elev. 35.21 O � 0
E/ev 31.53 O'
i m p
I Q nl
50 r // 32 --s
(Typ. Eoc h Column) - — - -
Loive r-
/Cross b eom - -
E/e v 2 44.75
40 \38 H„
� l3 /O Hinge bars � l-O = l2-,O� 0
I I �
\d• I�
i
End, 4 �\'41
'� (3Dq
I � I
S'- 0"
��Endl1�40 j
FRONT ELEVATION
Shown Looking Ahead on Stcrloning
Elevorlons are shown at q of Pier
RETOTAL
GION STATE FED. AID PROD. NO. SNOT SHEETS
10 WASH BRM -1157 (I)
JOB NUMBER
86 W 002
CONTRACT NO.
REVISION BY APP'D>//5-
0
III III �Io� I �
F_ 7
I �
I I I I'i I
l i l i l
I I I I
•��� moo. �f,�
eV
IFM
HIGHWAY DIVISION
Feb. 28, 1986
APPROVED
a
Foce of
Column —_`- T/ e Bor C'94 34 )
Ver1. Bor __� /Tie each end
oFsplice wi1`h Ivire
Horiz. Bor C/-Cc,Min.Sp/lCe)
/"Mi_n. _ 135°Bend �vifh
Clr. /O" Toil hook
Ground horiz .
and ver7: bars.
TIE BAR DETAIL
E/ev. 18.50
Elev. I3.50
Elev. 11. so
Joint Filler btrvn
Superstructure
and Column
Pie r
Column r"
(6eyond)
I Q1,2
Gobi ons
2'Clr
(Typ.)
Uj
#4
Column Pedes7-p/4 39
(Beyond) �— * p
3
�f
Gabions
/ Roughened
ConstJoint -
�. Washington State
TrAf Department of Transportation
ENTTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
Pier
2
I
�II IiI
2
Eq.
Sp o.
SECTION /`A�
P1. RF
sera.9
1u54
ONAL�-
Troil
I
Top of Column
Pedesi o/
Elev. 18.5o
WAS
Const joint -
Use Pour S trip
(See Det011 Sh7- 30 )
4 Trod
l'/x 7 " Co n 7.
Sheor- Key
I 4 8 ' /O 38 Hinge Bor
See Sheet 28
l / For Reinf' not shown
1 "Pre molded Joint
Joint Filler
3 / IiD7
See Sheet 25
For Pile ReinF,
Detai/ and Pile
Locorl'ons
BRIDGE
SHEET
CITY OF RENTON 4
WELLS AVE. BRIDGE REPLACEMENT SHEET
27
OF
BRIDGE 35
SHEETS
CD:R-ISti124 %CANNED OCR" 2 7 2006 e
i 7-:5 �