HomeMy WebLinkAbout1787.10* Cut l'#(0 76D and l#CO23 ,Move back /�/l 78
cut 2 #5 coo 2 *4 g4 at each Access Door
n ear Pierl.
cut- l '��0 73 , l '`k 77 , 2 #S �4 , 2 #4*01 and /,(a 83
ateoch Access Door near Pier 2. 20Qc
3 Opa3 �� Each si
de
7i2 I4 S4 --rOp
20 _��
a n Side 73/4� J.`= �-
3
eQsLir d,d9e
along �a 3 Sets °F fi IVebs)
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#-5 7 AcceSSD ,b I cryP
0„ 4 04C86
O u = IO3 - 0#4 87 Top Each Side
S aces @ 2
1- _—
103 P4 8ro Top Each Side
ZD
Side
Top
s of 24 c 9�'8 93
C. sets
Sets OF, �„ Sp/ice For
Boys)
TyP prs £` 2= 7'r-Splice For °
eCoB
Inside Edges
OF 801tom Slob
strut- Typ)�� °
-_ —
Top Each Side
co Spa. @ 9„
/'Oil=ro' 0„
„
CD - 9 3 Sets of a O o 95
II
0
<t Pie,
El
I
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3_O,rn s0414, 0r 11 7
2 —9
5.O'd 1/- 1/4 EndN �
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5in
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v Min•773 � I III
t
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0 # 0 t1in• P ��--------------
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# # I ;00p W I =l��e G2 Spa. @G"_ 31� O" ---- 9'-� I -3„
W W # Spll " Co3 chSide 24 CrD4C3ott Eoch Side _
O
I� it II I�
7'"5 905 7*5
�9 70 Cog
22 Spo. @ Co 11 / o'1
❑ ❑ 5 �g
O I
Recessed
Lighting Fixture
CTIP .)
�5 �5
❑ ❑��.
45 #_5 Cos
#S , 4 #5 67 , 45 �8 Bolt Each
" �05-0 I 20'x5 Bo Eo
\ ,\ �g 0 (48 Spa. C-
Co "- 24'- O
# 0 # Qo I Cps S ° ch S�d�- 1 9/ , ' )
ap , 5 �02 got Eo --- - 25 Sets of /0 4 @ l- o <Sfirr Each Side
�20 - --- - - _ _
0
10"
"- 3-0
v r Q) # I ✓' �1 Bob Eoch..5i� /03 S aces @ /- O -
v� l9 � �_ #�� -�` i5O
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Co
13 . a .:9
r, 2co.=�Eoch 5'd BOTTOM SLAB PLAN 4
Exterior Web
2'q�4 I-35 (ODB - For Drain Hole Location and Detail, see Sheer 29. %
O 2°
Use jl 4'�x %2" Pour Strip
4P
OF 3 aGn 3 - when pouring boltom
e 3
5 i / -_
_ I
4 sets s�ir�)E Bridge Top of slab . Remove beFore
4, 0„
1r4,1
¢ Bridge
7„ Measure d
along ¢ Bridge
//8 5 �TEJ or 12.3 5 /20 or /2J
(Turn Hook down)
--Cons t Joint
15 #5 qo C Bottom Slob :�.d pouring web C ryp. 4 N
3 O
locations) °4.1 4 Jot
4" 8" 20 Spaces @ I'-O'� = ZO'-O" �2 Spaces 04" = 20� 8" 4
ll7"
Top _. �__.. i i i i x q JOCo Rnt i 4 /12 Tr,n
lot
5 94 CTyp)-
4 84 thru 88 (Typ.)
83 (ryp.)
�-� D7Coor 'qr/ / 7S � i �r•r•�—��— � I �
_,J �
,et// 78 or #ll 79
110
L
►fi--- -
40 Spaces @ obt S"= li 7"
AT MIDSPAN
�7
0
QQ
W
o
m
DRAWN S.T Uu-- g- Ss
o
Q
o
CHECKED 10477,
a
4.,PROJ.
ENGR.
v
DIST. ADM..
V
00
�
�
DOT FORM 221-011
Revised 9/82
Strip Detail
this Sheet
NEAR PIER 2
CryP)
� n
Const. Joins" iv/
Roughened SurFoce (Typ)
1
I�
'_L*5 9 Cryp.) Maio
5 90 ( ryp. ) # 5 Cq4)
cv yp
xr 73 eoll Cspaced w/ �*/l 72 )
# 77 Batt (Spaced r
CROSS SECTION THRU SPAN 1
REGION TOTAL
STATE FED. AID PROJ. NO. SHEET
SHEETS
HIGHWAY DIVISION
. Al c
10 WASH BRM-1157 (1)
JOB NUMBER
86 W 002
CONTRACT NO. Fen, 2_8,JJ$r0
DATE REVISION BY APP'D APPROVED
POUR STRIP DETAIL
( Span l only)
4 /02
U a ��
��
/ 7 Spoces IS, l O" = l7 O"
Div
SECTION A
Bred e See Top Slab ShP. 31 For —
9 Longi t Slob steel and
Stirrups not shown
See Cross Sec rion at Sp on /
near Pier 2 this Sheet For
/ \ ` Longitudinal Top 81 notsholi
NIV
S G S
Recessed Lighting /
Fix Lure CryP.)
/%" rD Spaces @ obt 2' I ky-- l2" co/2r,
_ --- ---
CROSS SECTION THRU SPAN 2
Adw Washington State
Department of Transportation
ENTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
l 8%2' 2
ONAL��'
CITY F REND T
y
WELLS ,VET ,. BRIDGE REPLACEME;NT
BRIDGE
BRIDGE
SHEET
7
SHEET
30
OF
35
SHEETS
rq
!�7.5-7