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Elev. 33,20 I� -
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42'0r8 4.5 @ l`-o"= 4/'-0"(Bolt)
42*-rD 52 Dowels For Middle Wall (spaced iN/ 16 47
R10491141
Sto. 9f 80
q Bridge
PLAN
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0
Shear Key o0
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(t l'x 7"Coot: Shear Key
For Middle lVo ll 52
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_V' l3 �G 5/ @ l O"- l2' O" (Top) CD TYP• 2
v _ Locations
25 411 4g @ to
17 ir9 S3 C Typo. 2 Localions)
Bridge 3spa.0
G11
HE/ev. .35.25
i
I Elev. 32.87
¢ Pier C Typ.�
-Lt Pier
See Sheets 30¢32 For 1010"
Superstructure
ReinForcement
I
- - — -- l x 7" Cont
ro She or Key
/ "open
--- - Joint �v/ v4 SB <Sp
52 ,vaced
-� Premolded I
Joint Filler �/ 8 SS and
l l 54 )
* Midd/e IVo
CSee Detail '�'- Grove/ 8ackF1l1 �O Sao
SheetEl )__ For Walls Cto Bolt.
/ of Bridge,)
-a�,.��oe.a
20
"r4 57
Pier 2 I C l� O"Min. Splice_ 2' rb Grovel Baci: Fill
For IVolls C to 8ott.
Column 2 7,s Const. Joint i✓/
l Premolded _
Joint �Fi ller - I CO 49
IF --
(ll IF
/O 37 I 0// 48 -
lD"C of Subgrade)
�2 on t.
4%4" I She or Key
*Grovel 8oc kFill
� For lJroin
l'Ix 7Con)' v
,U I' She or /cey ,U m
116
--
C ---* co "0 /.0.
Underdroin Pipe
V 31 O1, n �n
m 51 911 I `+1
* Items not -included
in Bridge Quantities
(See Droinage Sheet
14 For locotion of
Underdroin Pipe curler
of North Riverside Dr.)
lu C v
�W
SECTION A
I ' See Sheet" 25
For Pile ReinF. Defai/
and Pi/e Lo co do n
DOT FORM 221-011
Revised 9/82
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