HomeMy WebLinkAboutTED4001507.26p red
as
A �(gdge
* i"/eosured olong Le Ft Edge 138�- 2 '4 -- - -- - __ --
OF Slob C z/'- o "[.e Ft of (g) - -- - 25'- O" C Spon 2) /O"
- --. ". a ---._---------
27' G//
2 -
�
4/'- 8 743" I -
27 ro- - _ ___ --- ------ - ------------
----
- ---- - -
---_------ 4l - 8%2r' -i Recessed Lighting
Sta. 9t �� �9 `q
- _- ---- --- rx u a
c� F � t• re
- I -
3 " ----- __--- 0_
/ If
27
MKI
I
LJ Li
o
Slob 3/4 \td 3,3,/ I j
e ofToro m I I I
l0�f o �C-d9 -13D
� geo,�I I (13g -z / 3' /i8
111 o fir-
----
. - -- _ I I 4�/Q
2 /8-
q � I�
5� ----- II III I Radial ReFerence �
3 7 V�
_ I
I I i
O, I Line of PT I�,
o//W�
-I 3/ Ill Wi l 38, _ 25/9,r� --J,i' �----- /3� 8�8" ----� /3' 9�e ----- 1--------------- ��--�I' --- �\/
25f0 8 �- l I I o �� ---�
--� _ I I T I P. 9+ O
I -� o
O
M
T- p Q
_--�I I I -
I m m
co N
o �I' I O II Strut �--S-to--9- -80-.-83-
m 25 /O" 0L3, 5'%14
(138 3/8 ------------
- -
I
I 105/8 __-J m -J_ --� I i 2 O C yp LJ `'
I� I �
t o �- _-
. ` �p % 1 a L-- m�QDll1 II i I Cross Beorn
\�9
4m
0�\ -S
horn Slab,, �'- --� Oc toll l _ 3� „) _ J'---- /3� 25ie' -- /4 3%e 25'-/D'" O m
F I (/ 3 8 8 � +
-� 0 3 --
\� — I Edge o B 29,°-'/8 i i II' ------_--- -- -----
m _ 1 8 C T•Yp. all Inrerm. 1 �- ----- -- --- !. S_ ' 7' 0�--
_ 1 I --
`� p -� Diophrogms)-J� < Yp) CTyp
m I = m�J�.l i " -- - �� lab _ r I- I r I
,y �_� �1 �, 27- �0�8--- ottam S
m ,� i i i a - `_._.ii grain Hole in 8 I p�I I
I � I "__ jVeb �I I I �r / point eochee�l)- � �� L J F-----, +-- --� �---- -1- I
2-4-/-a - rn J L-
intenor' 4� �� _
m�i. YP e oil this sheet � m 3=3'-------1--
C y - ------------------------
rag > i 1 t �
h I T P 5 1 O Seep I m 5 ---1= 6" Dio. l/C�i d C T 1
End L)I P — o0L� _ 3i '' —------------ —--_--'-------� YP d
a I
/ 4 Co /8
Q_ _ J --_ __--------
i
_I 1
03 I , 5 poop 7) ------ 40'-5
5 - I _ _ - OF I,_--- - , �,� Ace �ryp.)� _ __--- - 4!1
_ _ _ 13 8/
cK _ x 2 lab efi I __ ( ( Inrerm.
b and B� r/ , i'2 Bo� d,�th�s She �',�_ _ .t_ 7_ G"___-- _� Diophr C Edge of Top Slob Pier 2 Pier 3
Io I I n e 5- B — Edge of 8ottbm Slob
d of �t Seo� I L-3=� � See � ___- __ � _ - � � Irate �ragn.., 9
�oven,e i - 57'- G/13 prop
I W
UK -
I o
p;aph °gm A FRAMING PLAN i
Bearing of Q_� Piers and Diaphragms is N. 490 35'll "IV
Dimensions enclosed in por-enthesls C ore measured 2_6"
o I between ends or edges of slob . �—------- -
,�__ Bridge
End of Slob and
Sock oFPovementSeot
DIophrogm , strut and crossbeam 1Y1'dths ore meosured normal 3 _I'-O" I' O" 3"
to (t of diaphragms and piers. -- i
I I I I I
P-er Tronsverse dimensions shown ore measured between edge �
of top slob , edge of bottom slob, q interior- web, edge oFs/ob,
o n d T bridge
Longitudinal dimensions shown ore meosured between end
--"---T-------�-�
of slab , interrne diote diaphragms where apph cob/e �� _ _�_ __U
PT. Sto. 9+.4/.08, ¢ peer 2, and end of slob. I I I
(t Bridge See Top Slob Sheet 31 For Comber DI"agrom . I I
o I i I
42' - O„ I
�- '� I I ; � -� Typ.
measured Normal - - -
I to (Z Bridge 2/'-O" -- _ 2/'-O" ---_ 41
Interior Web (Vert.) �I v Adjust slob and iveb reinF. _ fir- l AL
¢ Profile Grode m �� �� ��
l _ __- as requ(red to cleor
/SD7
W and Pivot Point l-lo DiQ.
�N (aj Void droin hole ------ PLAN
Varies _ �',O Gclvonized Were Mesh 4" �, All ports sho/lbe go/vonized penAASh'To Mill (-ASTMA/23)
- 0.0
O - - - - CFasten to top of bottom ; D. All S%eel shallbe AA SHTO M / 3 CAS TM 36�)
slob Ivi l-h con crate n ods�
Co " F/lle t _ O I
(ryp.) o„ / , o„ t
- - -- -_ --- - M - - - -- --N 2„Mln I \, oo Co"Heovy Hinge L 4x4 z 3/13 3/4 Dio. x 411
�ryp.) p 0 Bottom Slab -� �p Weld to Door F� (iyp) Stud (Typ)
Edge of Slob Cve(-r) a
m � and Angle
r
3
�_ L I /4x
Edge of /-O" " Non -metallic Circular
coS-co S-c 3-O 3-O 13-6 4-6
- ti
- -- w .�.
Top Slob (Vert) - - - -_ -- -►f - -�; Pipe - Drip Groove 4 _ 3/i as
'
' C3
18'- O" - -- �'- D" I8 - O
Edge of --- Edge of Slob (Merl`) P TRF
� -- -- - - - - _
Bottom Slob (Vern) J
V Close Fit Close F1t
--�
AT SPAN I AT SPAN 2 a y 4 3r4"O�erlop SECTION cut -to 2"
a BOTTOM SLAB v_
' - �
TYPICAL CROSS SECTIONS DRAIN HOLE ACCESS DOOR DETAILS
1Z4 .�'
Shown looking oheod on stotloning <s, �G� > <, " �� +¢ See Bolfom Slob Sheet 30 For ReinF Details.
Detoils syrnrnetricol obou7` Badge 6/0NA11-
b
REGION BRIDGE
NO. NO. SHEETS STATE FED. AID PROJ. NO. SHEET TOTAL HIGHWAY DIVISION
SHEET
�� *#; �► Washington State CITY OF RENTON 6
DRAWN �.; vu- 8- 85 10 WASH BRM -1157 (1)
J • Department of Trans ortation WELLS AVE. BRIDGE REPLACEMENT SHEET
JOB NUMBER ••...../
CHECKED %-�,�--r. T l i - 8.� f
PROJ. ENGR. 86 W 002 2-9
F
CONTRACT NO. Feb. 28 i-98 6 INC. of
DIST. ADM.. ENTRANCO ENGINEERS, BRIDGE 35
,�- G •/, 7 DATE REVISION BY APP'D 3//� APPROVED
BELLEVUE, WA EVERETT, WA SHEETS
DOT FORM 221-011
Revised 9/82 • CD. �-ISvI Flo -;CANNED OCR 2 7 2006 C' -/� 7� ,7
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