HomeMy WebLinkAboutTED4001507.29tit
� Bridge
21- O" 21 O'
20� 0" 20, O"
/6' ro" lro, c„
l ' Co" Lein. He ie
For Future Utilities ( Typ.�
Y`OA i AB En d
�� /29
4!,"Fillet `9 O
C7YP )--Qu
I e•o• a `.
End'9` q l28 I 'k`q /27
I 71
SECTION THRU CROSS BEAM
Slob ReinF. not -shown For Clority
. �.D ..Q•. e. o.l: e.o
151
XZ
u
�L a
u
�U `C
0 u
m 0
n �
W
m O
/3W'I,_4
Top S lab ReinF
CSee Sheet 3/ )
Bolt Slob ReinF
(.See Sheet3o)
S- O"
Caabt-l�S�a"= 5�9%4" I
SECTION A
P/er 2
3" i l Spo. @ co "- S-' ,�2)„ 3"
Top Slob ReinF
CSee Sheet 3/ )
and 32 )
� 7 13 /
�Const. Jo/n•t
7 /30
(See Shee/` 27 )
CTYP•)
N
I O
---- o.°. #
• • • • • Oa a IL
1
1 SECTION B
v , q Bridge
-0 m
/co'- 6,
Q
C O CMeosured Normal Q .0 0
u , to Br/�dge) 0 O Z
3, O„
-�G Q
�l- Dio. HoIP Q U W W
For Future Uti l/ t,es ° v"
r`Q -0 Oob
t� �,Q6 0� In term.
� � C D �9 I\ � m � Cr � Q � In to rm. ¢
W W b I 0 �,Q W Dio hro m Diophrogrn
o I r t� t P 9 Adyusrspa. of top slob
m Oc iVeb C Fi llet --
W CTyp.) CTYp.)— _ t m.o t� 4 W' stirrup hog ego provide
�r ( (Awl w !� 9
/yn1 c:o •'o.•o nc. a.e ": b. .D.. , ,',j°a (y.A.a .
"' `V , •.D� '. � — / — ..la. 'u . D e D.n_ "o o -'p - "O. p o A�'. D o e' �r .. a n..o. 'Tj+ � W '6 d'c.
o • D u.
o d
I •.....I' I a. o.• N o .o .� .� �"' I I I
I I .
Cons1: Jt
I I @1 m _'
0 Lf)
(b O JL------------ # / 1"Clr. (Typ.) # � W � a. a I l Clr C1-yp)
5 34 � # � I i I
-
Stru--
c Typ
Adjust spa. o F bolt O
slab bons as req'd Const Joint
I-9 9 2-O 3Spa-el-1 9 /-O 0s a-el-O - 6 O 1-0-1-9-1- /l Sp(:7 CPCo - S-Co 9 /-O Co Spo.C-Zl-O = Co-O" 1-0CMeosured Normol to provide stirrup 3 75po-eCo" 3-Co" 3
- 3'311 to C� Bridge hanger
)
13 5 E. F. /2 �` S 135 7 •* S /34 E• F.� 134
Each Side C D1•0ph . B) ( ryp. Oloph. A, E, e C) Eoch5i"de CTyp. Diaph
A and C)
�.
DIAPHRAGM B DIAPHRAGMS A AND C SECTION C J ,_ "` " "''4, o; SECTION D
SECTION THRU INTERMEDIATE DIAPHRAGMS ff. ' •� yam✓`
75
For D/mensions o/ong ¢ /nl'errnediote Diophrogrns A,B, `C, See Framing Plan Sheer zq. A FF `" •.. aJ� `���F� FG15?ER�iG.,�l s
Slob ReinF not shown For Clarity . SON '* SSjONAL ti�� ��,
Detolls symmetricol obour ¢ Bridge .
*M7
REGION STATE FED. AID PROJ. NO. SNOT TOTAL HIGHWAY DIVISION
BRIDGE
SHEET
DRAWN - 10 WASH BRM -1157 I +��;�► �• Washington State CITY OF RE�ITOIV 9
S.T. V 8 85 0 ) c? a ,
JOB NUMBER ��_ ♦/ Department of Transportation WELLS AVE. BPIDGE REPLACEMENT SHEET
CH-rr,.CKED ]� /l- 8S
PRt�J. ENGR. 86 W 002 32
DIST. ADM.. CONTRACT NO. Feb. 2O ED ENTRANCO ENGINEERS, INC. BRIDGE
DATE REVISION BY APP D �� - APPROVED 35
��O �� BELLEVUE, WA EVERETT, WA SHEETS
DOT FORM 221-011
Revised 9l82 MR-MI�-I ;CANNED 0�'� 27 7.00E