HomeMy WebLinkAbout1787.09m
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red
Meo�g e
��rldg
Sta. 9 + 76. l%
S -fa. 9 + 70 . ro <7
Measured along Le Ft Edge
138,- 23i4,, _ _ 25O" C Span 2) \ IO"
OF S/ob C2l'-O"LeFtoF(g) P _ .
'•-1- --_-_l____15/_
---„ - I -2o 7'- G
p"Cp ,C
I1a 27
----_—
4So - 4h5-
t0
13-3"
38- 4l/es`lO�
Co Sto. 9+ Toro. ro927_1-nt'
ing
�9�3- 3/8
4/ - 1n1\00 Fixture (Tyo.)Recessed Lig
d
pa II "c i -r---
3/4 �, -- - _-0'I-n
I---r-,
--'O-
- - - - - - -
-
103J3"I I LJC
___,�_3-
Sob u
F ToPOSlab25/l0
o "I I -- i____- 13'13/8--/3-�/
EdgeFBo138- 2�4
Edge o oI i Co /'
_j --
-
I
p
Radial ReFerence I I
005 '001 I I I Line of PT
I �
j �j_ -13' _9%1 I 25 /O O
0� 1 3�3„ 2q110_.- IIi 2-------------r_--r---------- O PT.Sto. 9+4/.08�---�`o i----------- �
J
I ,,,- 1'�i I► ___� - --� i M I o I - (t Bridge
O N
Strut" p I �O `
_ , I Sto. 9 f 80.83 ,
r'° m I I+' /3'- 5 %„ �. m O%8I 25 ' /O" ® m
P I -
ne Cry I LO-
m _�__-- i i 2' o"Cryp. 1. s=o te
LI 5 "` I O _ /
i Ql I I ID /8 ,, 1 1 _-- ___--� I j
R QD Cross Beam
I
G� n
° I
-
-2. -5'—
-/001 /4-3I SJ 2/lab
o m ��I 3g +
38 7,o7/8I27-Co
EdgeoB°Term� � <ST7-ypTyP. all In
n"
I
Diophrogms)-
m�li III /'O" Hole in golfom Slab _� �� L J --� �- --- `�J-------�J------------ ---�
(v� y' II - ` 'f Drain ll)~ /' 0p�
�. ° I .�-C yp polnteacheet .3-3� I ---------------------------
I rn _ J L__ ___ �nterior IVeb m� I', I See petdil this I m -- ' -" J -- - -II'-I
2-4 D hrog -�- __' �-ryp.) `9r11 o m „
4aP __ I I s I l-� Dfa. Vc�id(Typ.) v
_
-�_
End _ ODL� 40'- 53is ----------- ----_-------
l4 Co /e J
_J /4'- 7"
O
poop �1 - ___---
„ ccess v I
/ End of Slab and
poK of Lam,,,, O,,x 2`-� Slab Sheet ^o (13S - 4 �) Interm.
d B �+ r, 2- odor,', this ,c _ ______- _ piophr C �.__ Edge of Top Slob Pier- 2
Pier 3 Bock oFPovemeni-Seal-
Slab ont/)in e petdt _ 57___ lnterrn. g --Edge OF 8o/tcun Slob
F e v - -.
nd O enr S L-- --� Se '_ CD Ye Diaphragm
� 5�
Pave m\ J \ , - w
o,,P r rn 9r'^' A FRAMING PLAN
I
Bearing of Piers and Diaphragms is N49o35'll"li/
Dimensions enclosed in porenthesis C ore measured
p between ends or edges of slob.
d be iVidths ore meosured normal 3" I , /'-O" i _ I=0" _, _ 3"
Pier I
qt Bridge
42 O"
Measured Normal
to ¢ Bridge 2/'-0"
In teri or Web (Vert.) a
U v Pro FI le Gra de
Q a n d Pi vot Poin t
O
Edge of
Top Slob (Vert)
Edge of
Bottom Slob (Vert:)
\N `\ ej
VariesOD
_
G" Fillet-
8--(�-
18' O'�
AT SPAN I
3'0" 3�0"
CO'- O" _
-0.02%Ft
Edge of Slob C Vert)
TYPICAL CROSS SECTIONS
Shoivn loakl'ng ahead on stotioniny
Details syrnmetrt'co1 about �ri'J9e
/8'- p„
ATSPAN2
0
1 r ra" Di a.
voi d
I,
Dtophrugm , stru ; an cross cm
to t of diaphragms and piers.
Tronsverse dirnensl'orns shown ore measured between edge
of top slab, edge of bottom slob, I /'nterior tveb, edge oFslob,
o n d I brl*dge .
Longitudinol dI'mensions shown ore measured bet,veen end
of slab, ¢ interrne diote di aphragrns C where c7pp//*cob/e,_'
PT. Sta. 9+4/.08, ¢ pier- 2, and end of slab.
See Top Slob Sheet 3/ For Comber DI'agrom .
Adjust slob and iveb reinF.
as required to clear
drain hole --
Go/vonized Wire Mesh
CFasten to top of bottom / D.
O� slab ,vith cone ete noils.)
! --_
N 2"M,'n
(Typ.� 62
Non -metallic \ �-Circular
Pipe Drip Groove
Edge of Slob C ver-l: )
BOTTOM SLAB
r% r% A l& 1 1 1 /1 t P"
Bottom Slob
„
L /%it
4x %x j&,�
oil
,,tits+nvs«.o
I
u -
14.
Typ-
♦ jj li fl
PLAN
All parts sha//be galvanized /per-AASHTo M /// (-AsTM 14123)
Al/ sree/ shc.,// C>e AAsHro /Mi83 SAS TM A36�
30 G"Heavy Hinge L4x4�z3/8„
(Veld to Door -At C ryp•) -�
and Angle —_ -
d \ \
.� ae
3/4"Overic
Department of Transportation
ENTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
3i4" Di o. x 4
\Stud C Typ)
I
aoa 4•o.
.a o
I Close Fit Close Fi t
A SECTION cut to 2"
ACCESS DOOR DETAILS -
See Botfom Slob Sheet 30 For ReinF Details.
BRIDGE
SHEET
rj NTOki 6
§0I t T OF_ E
WELLS AVE. BPIDGE REPLACEMENT
BRIDGE
SHEET
29
OF
35
SHEETS
e-i�1 7s7
DOT FORM 221-011
Revised 9/82
Edge of
Top Slob (Vert)
Edge of
Bottom Slob (Vert:)
\N `\ ej
VariesOD
_
G" Fillet-
8--(�-
18' O'�
AT SPAN I
3'0" 3�0"
CO'- O" _
-0.02%Ft
Edge of Slob C Vert)
TYPICAL CROSS SECTIONS
Shoivn loakl'ng ahead on stotioniny
Details syrnmetrt'co1 about �ri'J9e
/8'- p„
ATSPAN2
0
1 r ra" Di a.
voi d
I,
Dtophrugm , stru ; an cross cm
to t of diaphragms and piers.
Tronsverse dirnensl'orns shown ore measured between edge
of top slab, edge of bottom slob, I /'nterior tveb, edge oFslob,
o n d I brl*dge .
Longitudinol dI'mensions shown ore measured bet,veen end
of slab, ¢ interrne diote di aphragrns C where c7pp//*cob/e,_'
PT. Sta. 9+4/.08, ¢ pier- 2, and end of slab.
See Top Slob Sheet 3/ For Comber DI'agrom .
Adjust slob and iveb reinF.
as required to clear
drain hole --
Go/vonized Wire Mesh
CFasten to top of bottom / D.
O� slab ,vith cone ete noils.)
! --_
N 2"M,'n
(Typ.� 62
Non -metallic \ �-Circular
Pipe Drip Groove
Edge of Slob C ver-l: )
BOTTOM SLAB
r% r% A l& 1 1 1 /1 t P"
Bottom Slob
„
L /%it
4x %x j&,�
oil
,,tits+nvs«.o
I
u -
14.
Typ-
♦ jj li fl
PLAN
All parts sha//be galvanized /per-AASHTo M /// (-AsTM 14123)
Al/ sree/ shc.,// C>e AAsHro /Mi83 SAS TM A36�
30 G"Heavy Hinge L4x4�z3/8„
(Veld to Door -At C ryp•) -�
and Angle —_ -
d \ \
.� ae
3/4"Overic
Department of Transportation
ENTRANCO ENGINEERS, INC.
BELLEVUE, WA EVERETT, WA
3i4" Di o. x 4
\Stud C Typ)
I
aoa 4•o.
.a o
I Close Fit Close Fi t
A SECTION cut to 2"
ACCESS DOOR DETAILS -
See Botfom Slob Sheet 30 For ReinF Details.
BRIDGE
SHEET
rj NTOki 6
§0I t T OF_ E
WELLS AVE. BPIDGE REPLACEMENT
BRIDGE
SHEET
29
OF
35
SHEETS
e-i�1 7s7
DOT FORM 221-011
Revised 9/82