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.fi <br />Beni' Bridge <br />"1, d4 t <br />-,_ 7ct18" 39'•Ii" 8aIWX16,-oil 18"x10,_61 *11 Cont. 0 edge *6018„x32=2 010Q18"kI1=0" 010Qi8,.X20,_oil <br />rOP REINFORCEMENT <br />a � <br />Note: r31— <br />Splices shown may be omitted where 5 �0" I ,► <br />bars do not exceed available lengths. �'" --� 6-0 _0 J-- <br />N Splice 33 dia. in fop reinforcement 3f-6" 39: 6"� a 3'-6'41 <br />and 20 die. in bottom reinforcement. 807*7-0114 REINF©RCEIWN% <br />1 ♦ �" � r � r <br />f <br />at '�L. 7 IS"x 24'-4" � 9 @ 18„ x I �:we a,t x 24�-0,� # "x t /f ,�k ._ # ,X " ,ter=. " # , <br />6 6 I ? 18 31-6 ,. 9P 18 18. 0 8018 23-0 7Q18 x31 6 9c�18'X18-0 Oil <br />S' <br />. '� l 1 Cont. @ edge . <br />-�-- 24 Rail spaces @ 6'-3" =150' �-- <br />. <br />30-0 <br />4 gar chairs spaced of 3ft.* etrs, transversely <br />Spacers cs► W -all spans and 44af1 Ctrs. longitudinally Clear IJetop and bottom <br />7— • — +- T . . ram— —^—s , <br />— • —r <br />,<J <br />�* 5 ~ 13 sp. 013" � I � � #54 18" `3 � I I � - 45 �. ,� _ <br />.0 n 1 ,� �- 1 9sp. � 3 p 5@18F`=� I( 1�18�� 5 19sp.013 <br />508 <br />(ME 'Q9 "SPAN) <br />(TYKE "B"SPANS <br />(TYRE YsPAN)- <br />PLAN & ELEVATION <br />Scale•A =I 3�'-3' <br />0 Abut..- x Sent <br />3 T <br />MORMON SLOUGH ASUT'.5: 7, �7 top 8 bot. #5 `i ?Q 18" between piles c6 (2 10" between piles > <br />DUCK # POTr�R CREEK ABUTS,. 4 9 tape, Iao04, <br />k _ • <br />N <br />u <br />-' 4 I I C 10 -"8 top �S bot. 6 a I Q <br />between piles. <br />Extend all pile bars <br />4 into slab <br />nil <br />X—SJ—FAS— 12930) t <br />JACK TONE ROAD <br />FED. ROAD F%Ak SHEET TOTA <br />DIV. No, STATE PROJECT N0. YEAR NO. SHEET <br />+' 7 CALIF. S-12930) 196018 25 <br />COUNTY OF SAN JOAQUIN <br />- 4 Soon to bent �o $n t ent <br />.� , no o 6 ,.. <br />County Road Commis loner <br />Civil Engineer Licence No.7077 <br />Edge finA Fill with Asphalt Latex STATE OF CALIFORNIA <br />r R 4 <br />Main reint steel ii �cR civil 13�0 <br />_ + <br />Approved—. ,t t�2.1.11960 <br />TRANSVERSE SLAB <br />CONSTRUCTION JOINT <br />Scale, I"s {' <br />32 "•- 0` <br />Roa ay <br />• <br />M <br />bar <br />, <br />- 2 Via „- - <br />n8olter <br />8AR CHAIR <br />No Scale <br />-I yt% P_ <br />: 10 18 top 9 bot. <br />S„ Concrete pile 2=9%" 9`-0" �•-� 41_6„ 4��6,f �� g,_�« <br />--*''4 U C I .�- <br />Extend 2 pile bars I I-- Concrete Piles <br />Concrete pile PILE CAP DETAILS <br />Scale: ya" I, - <br />�-�TYPICAL, SECTION <br />MORMON SLOUGH <br />#II Confedge bars-_.*/iconf. -edge bars <br />� <br />� t i <br />' . •' I y2 % between pi1¢s <br />4 LI 49 /8 <br />0`xt, ram_ `�,,.0 1 -•rI �' r <br />�-- • 3/4° V Groove <br />'*4 U * 18" "4 ? �` 7 top $ bot: <br />STATE NO. 29C-163 <br />13'- 611 .- <br />� N _ .�,� �„ �. JACK TONE ROAD � <br />E_ D WALL DETAIL - ' <br />/ 7), <br />_C W{TN BRM _ <br />le—.- s0 A Scale:Ya"mil` END WALL DETAIL_ MORMON 5LOUGH ABUTS. IV1OR�/1t�N 'SLOUGH DETAILS <br />f <br />4? 4 3 � (WITHOUT BERM) -•" ' <br />V) a44 , <br />r <. <br />SCALE • A$ SHQWN ORIDOF NO. 1247 <br />.m <br />