HomeMy WebLinkAboutTED4001507.30� Bridge
� v
a 0 0
U 0
0,
S)%
Q3
`4 I SD
I
-f 9 53 , ( See
Sheet 28 )
7518"
Qj
U b
(Povemenr Seot)
l' Co"Dio. 3lackout 'C
For Future Utilities, 0
(Lt 2 ' O "Dio. Hole For Wa%r Line - L fined w/ Poper Bond W
Typ. (See Note A) A Breaker and Filled o
iv/ Concrete V"/tiro. 0
= QX-
— Thickness (Typ") #�
% (Typ)
10-
V)' of
'*4
I I
( Typ.) N�
I
2,
sp/, ce i
I
1,, - -- 13 #4 i4�@ / 0" _ /2, 0" 13,/e,r
----
ae
2 3 Sp o_ @ l ' O " 13 -O - - _ _ - - - ►�.. 2_-' 0' 35 j ?6
5 2 ,
8
PIER I ELEVATION
Looking Aheod on Stotioning and Normol to <Z Pier
Slob ReinF notshotun For clor-l'ty
Dr'rnenslans shown are measured of bock oFpovementseot
Note A: lnstoll synthertc closed cell sponge rubber in opening
between woTer l/ne and open/ng in diophrogm . Cement -
Sponge rubber- to concrete -surface.
� Bridge
-
1 In'- ao"
cc
l- (o Dio. B/ockout For (Pcvement Sect)
Future Utilities. Lined l' c"
iv/ Paper Bond Sreokerl Q)
on d Filled w/ Concrete l' 9"Hole For Wcj erLlne --
G"Min.Thickness(Typ.) rB *,,It, Typ CSee Note A )
8 / 55 / / 8 ((5D Ltj
I
---
C
@l'O"-l2'O"Each Side 3"
"':4 I52
l7 2 EochSide
(Spoced Ivith 9 53- )
DRAWN S.T Vu— B- 8-5
CHf'KED
PROJ. ENGR.
DIST. ADM..
— /J'O DATE
DOT FORM 221-011
Revised 9/82
PIER 3 HALF ELEVATION
Looking Bock on Stotioning and Normal t'o q Pier.
Slob ReInF nor` ShoWn For Clarity.
Detolls symmetri col obout q Brldge
RENO.GIONTOTAL
" STATE T FED. AID PROD. NO. SNOS EETS
10 WASH BRM-1157 (1)
JOB NUMBER
86 W 002
CONTRACT NO.
REVISION BY APP'D
2"
Approach Slob w/
,ka"Aspholt Overlay `4 148
(See Detail o) � \
0
Pie r /
„ I , „
2-4 /-O
=3'-O"
Top Slab ReinF
(See Sheet 3/
-*4 /44
\N
--
I i ,
z or
(14T ---------��� a
Ln
- 19v
m
� � I
l"x Co "Pre mo/ded Joint
Filler (Full
ID l�4/2 I I
1 II
l" Expanded Polystyrene 1 /0" lo"
over entire area berween
diophrogr-n and pier Iva
Fu ture �t ► arer- Line
liS
e Aphol t #S Transv. @ /'O"
N o✓erloy 77
'*S Long/1-. @ /O"
IF
u ! \
1 4" C" G 4��III '�#8 Longl't @ lO" (Full Length,
'I Stroight Iv/ Std. Hook of
Pavement Seat)
DETAIL D
Top bars sholl be epoxy - co oted
¢Pler3
Top Slob ReOF
(See Sheet 3/ )
I /
mil\I
fA s-: - - - -� - - - - -
0V N See Detol l D
i
x'`5(lSI (Sp/iceC/ r✓/ L / 9"Dio. Hole
,Bolcom Slob Bors #S For Nester Ll'ne
I
2
Spa. 7"
C) G„
HIGHWAY DIVISION
Feb. 2811986
APPROVED
SECTION C
`�-j
SECTION A
I Pier 3
I �O„ /O„ /O„
3 Spa. 5"
4 l45
- Bolfom Slob RelnF
(See Sheet 30 )
45 /4.3
CM8„ 2, O„ # 152
Slob Re inF. (See
Sheets 30 � 3/) s
i
I
#8 /53
#q 53 CSee I x OntinUOUS'
Sheet 28 ) i /o"I /011l Sheor Key
I
2
4
4r4
Washington State
TrAf Department of Transportation
-ENT. R-ANCO ENGINEERS, INC.
BELLEVUE, WA EVERET , WA
`\N
\'-- Approach Slob
I✓/ lie"Asphalt Overlay
I l" Thick Pre rnolded
Joint Filer (-Full Length)
/ ,/ 7„ C
SECTION B
R IIIIIIII& **4!1ro7
BRIDGE
SHEET
CITY OF RENTON 10
WELLS AVE. BRIDGE REPLACEMENT SHEET
33
OF
6RIDGE 35
SHEETS
C-U-IS6736 ';CANNED OCT 2 7 Z006
17 7