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12 > <br /> S=12" B0-5 S=12" BO 5 or B0-5 <br /> 5-llSofflt Access 5-10 5-ll <br /> /6'-0" ' Opening <br /> flare <br /> 30'-0" typ Edge of deck Girder <br /> F18_1 /2 /2 l2 /2 /2 /2 / l8 /2 l2 l8 <br /> /2 <br /> "B" Line /2 <br /> r <br /> 0 0 0 0 0 /2 l2 0 0 l2 0 <br /> Future Utllfty Opening /8 /2 /2 /2 /2 /2 20'-0" 12 /2 /8 <br /> See Deta1! B on flare, typ <br /> "Abutment Detal/s" t i8 Future Utl/It 0 enlnsheet. Abut / ypBent 2 Edge of deckC Bent 3 Bent 4 Y P 9See Detal/ B onBent 5"Abutment Detalls" Match line <br /> Sofflt Accesstje <br /> GIRDER LAYOUT sheet. <br /> Opening B7-1 B0-5 B7-10 B/4-5 <br /> Abut ! Bent 2 Bent 3 Bent 4 Bent 5 = <br /> Match /lne <br /> Ll L2 L3 L4 <br /> Coble path Is o porabo/Ic 4'-4" <br /> curve between points shown <br /> .4L! Po1nt of inflection, lLl .1L2 .1L2 .lL3 !L3 .IL4 Theoretical point of lL4 <br /> tYP <br /> no movement <br /> ' � - � - <br /> Span Span Span <br /> j� <br /> co <br /> +I <br /> N <br /> , N <br /> 0 <br /> zN <br /> 1 _ <br /> u � _ <br /> rn <br /> N <br /> v <br /> *5 or 40 @ l2 @ 24 max !0 50 @ 6 / o <br /> 70 @ 6 �l0 @� @ 24 1/0 @� 70 @ 6 � 70 @ 6 �/0 S @ 24110 @� 70 @ 6 70 @ 6 0 @� @ 24 X35 a 6� 50 @ <br /> !2 �. • •l2• � max . ./2. . 'T'l2' ' max /2�'` /2' ` max �'' 4 -�' <br /> stirrup spacing C <br /> LONGITUDINAL SECTION B8-5 a7 , Ln <br /> !"-20' <br /> - Camber line <br /> Profile /Ine z <br /> Notes: o <br /> _ a <br /> 0 o a o 0 0 0 0 0 I 0 0 o 0 0 0 Indicates min girder stem width In Inches <br /> 0 0 0 0 0 0 o a <br /> 0 0 o w <br /> N <br /> C C C C C C C C C C C C C C C C C C o <br /> 0 O 0 O O 0 O O O O O O O O 0 O O O a <br /> N � h (Q QL <br /> Un V)co r� Q <br /> v a C v cV v a C v cV c a a c a a \ ) �NGINE p(tOEESSIpyq� ao <br /> REG D CIVIL ENGINEER <br /> Q m m m m a <br /> Jeff W. Olson 2 z <br /> � C� C� S�I S 1O 2 w m 0 <br /> PLANS APPROVAL DATE No C42728 <br /> CAMBER DIAGRAM Camber values shown do not Include QUINCY ENGINEERING, INC Exc.3-31-04 a <br /> No scale allowance for fo/sework settlement 3247 fit Sacramento, CACircle <br /> 95827 - 2512 F of CAV� w <br /> Q <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> a� eANCHEz 1i2001 GIRDER LAYOUTAND N0. SHEETS <br /> JEFF O1.50N 5/02 P . K I MAL 5/02 � 'r, ,,x, , all/z , � �J„�1z,;, ,�L COUNTY OF SAN J OAQU I N NO SCALE NO . 1 BRIDGE NO , 29C -0411 29 41 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS DATE <br />/� s085egl.dgn <br />