Loading...
HomeMy WebLinkAboutTED4001507.27Top Each Side �4�4' \88' Top- EachSlde ---- Co'_9" I 3 Sets ©F 2'�Co 95 7� 83 xr e s @ l _-- 20 40 O * Cut l #� � vnd / , I -Jove back l ll 78 1° 3 SPoc Each Side Cut 2 5 �o 2 4 84 at each Access Door 8� 7-op -- I ear P' rO - -- 20 4 O Cut l #� /73 , /' 77 , 2 ''#5 �4 , 2'�4 88 ,and /G 83 -�`� Each S, de_--- oteach Access Door near Pier 2. 85 TOP ---- I 3 SP a. @ �� ° �'O- 3'_ EQchhit D I ❑ I I r � 5 9co ,_!�I — � is of Z .� de 3�_ �3/4 �I=-� Q d 2 sets offFor , oil Bo�s� E /> Co iVebs (, lice For 8 ° easy gfid9e I 4 #� E30r-5 2- 7 SP along �'� �_ 3 Sets of t iVebs) � -r 2 EX Inside Edges I N C YP goft. x g'-O � of Bottom Slob I I � Fier g q9 TOP $ pours) � @4ACceSS s-�� / Strut(TYP-)� ° I ❑ O'' and q Top , 0)1 ° _ _— . 41 _ o �2040 6Ott.xco oocs)* I I_ u Z ft 5 q7 4 Access D � W C Typ�— � r En I _s 14' O 9' O„ I i End - �� �- ll_-_I /4 End COIF 1C7j�—! � - --- - ° End # ll 72 - 25'� �/4 # / 7/ O I I End S ��;—_ -- ° End l O # ll 7q 0Min. I S lice i d � 5.9_ Min: P I n 75 m QJ ° Min,SPiice Splice #6 77 a #� 73 I 0 � I O r # 0 t1in Splice--------------- -- —_ ------------------ -{ ro �- Q- G ## t I I O 0 �- —�- G 2 S a.@ G "= 3 I O q "-� 0Uj ^ p � 141 � � S I i ce ���-� --�- � � �04 , W O 4J p �� „ h Side I -- -- - O � _��� -O rr 63 807-r Eac I 24 S Gott Each Side -- -9 5 -1 I� # 0 # m �'� Co5 S a ach Side --i 2 O o --- Io> 3 l9 # �7<° �l 80_Each -sid �" 103 sP 5 go1-0 _-�- - 13 _ CD ° @'� o ( ° ch Side - BOTTOM SLAB PLAN 2'�ja 1�3 E f= For Drain Hole Locotlon and Defol'l, see Sheer 29. Exterior Web Use j4''x lie" Pour Strip ets OF 3�5 EaGn side 3� 7%a %�-- '' � Bridge Top of slob . Remo when e beFo e boltom a.00. pouring web C Tyo. 4 ►54 s Cst'f Bottom Slob ,. . 3 rJ q 0 4" 8 - 20 Spaces @ O00 -O" 02 Spoces @ 4' - 20' 8'/ 4'locations) a•J . 2#5 /lS /-Vc ll7 Top # q l�Bot. '* q(/l2 Top 2*5107 I*51o9 Bott I ' q 1 # 5I I I( POUR � STRIP TRIP DTTJETAIL 1IqTop ,OBot 9„/ Top Span only) 1318° I 1OS I 111 /0Sot e #(:7 /O Top - - 5 I a� ToP ! ! I I I , 2 110 p�C• v 9 'C Typ-) 9' N 5 5 Ip8 8 I I CTyp.) #5 /2/ #5 l2`4 /02 5 0 /03 I ► I#50 �T � I� / � n��,oi I I 21\* Const. Joint` w/ i ' 5 94 C - P�)--I .¢ 84 thru 88 (Typ. ) G 83 (Typ.) �//74 II III III Ili Ili III !II '!III l (*or i 80 DRAWN S.T Eck- 8- 95 CH-ICKED 10477, PROJ. ENGR. DIST. ADM.. Teo- 4a-/,r0 DOT FORM 221-011 Revised 9/82 Strip Detail th I's S/-� e e t ;poces lCa'- 7" AT MIDSPAN CROSS SECTION THRU SPAN I R O " STATE FED. AID PROJ. NO. SNO. T 10 WASH BRM-1157 (1) JOB NUMBER 86 W 002 CONTRACT NO. DATE REVISION BY APP'D 3i'/ rsII Roughened SunFoce oyp.)- Z#5 9G CTyp.) c�l a IV5 90 Typ-) =N 5 94 N ( Typ. ) # G 73 BottCSpaced w/'// 72 ) # r Bott. (Spaced <o" w/ #' / /(:75 ) HIGHWAY DIVISION r�oE � s�Fy V Feb. 28,198 APPROVED ig BrI'dge I II II I� 7'"5 905 7#5 <0 9 70 !09 I 22 spa.@ co"= 11=0„ A 1 x /1411 �� fl ❑ ❑ -_._�-ems � s �`S 67 O Q�jt yU Recessed tJ Ligh7tin9 FiXture Q C Typ U N I I o .U- U ¢ Bridge -#5 9 it 45 #5 Cos 4ot5 , 4#5 6 , � SojtEc7ch,5/de 7„ Measured (48 Spo. @ Co "- 24 L O "-) along (Z 8r dge 25 Sets of /D #4 9 Ca) l- O'<Stirn)Eoch Side r -Vro 5 20 r /23`5 /20 or Turn Nook down) SECTION A See Top Slob Sht 3/ For — Lon gi t. Slob steel and S b*rrups not sho Ian See Cross SecJ'ion of Sp on l near Pier 2 this Sheet For Longitudnol Top 8ors notsholvn. Fix Lure ces e / ' O" = / 7'- O" _ 1 Co" /Y4 Spaces @ obr 2' / %g"_ l2 rD/2 CROSS SECTION THRU SPAN 2 �► Washington State Department of Transportation ENTMNCO ENGINEERS, INC. BELLEVUE, WA EVERETT, WA ,--Cons /: Jo/n/- /"Clr- CTyp.) ♦2 Spo. @ 3' C R-/5o7 CITY OF RENTON WELLS AVE. BRIDGE REPLACEMENT BRIDGE C.b ;CANNED CIC..]. 2 7 2006, BRIDGE SHEET 7 SHEET 30 OF 35 SHEETS C -i7" -%` 3 -'7