HomeMy WebLinkAbout1787.13�
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20 `- Co %4"
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75/8„
l 7 L O k4"
l2 7%g" 2 l0 ,. 2 � lO 12 L 7 5/8 I
(Pavement Seat) ( Pavement Seot) d'
tz
v l'�r2' /��jz' l'0 Dio. Blockout
For Future Utilities.
n
6i �t- 2 - O Dio. Ho% for !d/a%r LinLined w/ Paper Bond �
U iyp. (See Note A) Breaker ondFilled d
d I A iv/ Concrete 6"Min.
-hick ess C rY ) 0 #
4 /49 ( Typ.) P
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4t4 /4 I
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v
N
l
'*4 147
0
I I I See Sheet 23 For-
2"
r
W
#4 I52
At- C? 53 (See
Sheet 28 )-
iSpo.@ q46
:2'43/'
l
l' Co"Dia. Blockout For
Future Llt1'1,F'ties. Lined
iv/ Paper Bond Breaker
on d Filled w/ concrete
G"Min. Thickn ess (Typ.)
Grout -Pod and Beoring
_Detoi l C Typ.)
13 #4 /��@ l'O"= /210'r 3, Ike"
13Spa. @ 1=o"= 13' 0`
2/'- 0 ►,
2-8
38 Sets of 2'0- 4
2-0
Min.
splice
13 #,g 014q@ l =O" = /2' 0"
13 Spa. @ l ' O 13' 0"
PIER I ELEVATION
Looking Aheod on Stotioning and Normal to < Pier
Slab ReinF. notshown For clorl•ty
Dimensions shown ore measured at back oFpovemenrseat
Note A: lnstoll synthetic closed cell sponge rubber in opening
between waterline and opening in diophrogm. Cement -
sponge rubber to concrete surface.
(Pavement Seot )
B
Bridge
2 , Co
/, C„
¢r /' 9"Dia. Hole For WoterLine --
Typ. (See Note A )
r
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I
i
3'/e"
Future
lie"Aspholt
C L
v Overloy -�
NV I
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U
W
\i
Jk
N
0
N
IWO
O
N
0
v
N
q-' Pier /
2" 3Spo.@O" 2"
'`#6 _-
Top Slab ReinF.
04 /g9 I (See Sheet 3/ �
Approach Slob w/
"Asphalt Overlay
4 /484 l44
(See Detai / o� I
—*4
or#4 l4 7 f ten% I
tn
N *4 l42 ---
Sotfom Slob ReinF
- I (See Sheet 3o )
I I
/ "x co" Premolded Joint !
Filler (Ful/ Length)----��i
I
/" Expanded Polyslgene I /0, /o°'
over entire urea between
diophrogm and pier wall
St iWoter Line
#S Transv. @ /'O"
#S Longit. @ /O"
LE) 10
� Q
Co" 4" \_'8 L ongi"t, @ /O" ( Full Length,
Stroight jvl Std. Hook ot-
Pavement Seat)
DETAIL D
Top bars sholl be epoxy-coored
12 Pier 3
Top Slob ReinF.
(See Sheet 3/ )
a I —
aD 5---rrrr -+-T-s �; • I
OU
See ,Detai I D
i
/Sl
I
(Sp/l*ced W
8611`om Slob Bors 5 GS )
I� I
I I
/`9"Dia. Hole
For Water Line
Slob ReinF. (See
Sheets 30 � 3/ )
O
48154o#8/SS
#8 /53
SECTION A
St- Pi er 3
3 Spa. 5"
2� 0„ #4 152
#4 156
�*4 l49
a °5
Approach Slob
Iv/ Ike"Aspholt Overlay
\I l" Thick Premolded
Joint Filler C Full Length)
DOT FORM 221-011
Revised 9/82
/7 7