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E <br />ca_ <br />0 <br />0 <br />CN <br />Cd <br />(N <br />M <br />Bent <br />#6 Tot 5 extend bars to <br />3" cIr edge of deck <br />see Note 4 <br />720 <br />See Note 6 <br />Blockout for joint <br />seal assembly <br />L - - - <br />#5 Cont, Tot 6 <br />see Note 4 -- <br />#5 @ 12 <br />Prestress I <br />Anchorage 8- <br />details <br />see Note 3 <br />#6 r 0 6 <br />Place perpendicular <br />to � Bert <br />q Brg <br />I V-9,1 <br />10--a <br />Limits of transverse reinforcement <br />and distribution bars 5-10) or U5-1 1 <br />1� <br />#8 Cont, Tot 4, see Note 4 <br />Additional #6 @ 6, Tot 25 extend bars <br />to 3 cIr edge of deck, see Note 4 <br />Fillet. <br />#5 Tot 14, 7 each side, see Note 4 <br />10'-0" <br /># 8 01 @ 6 Place parallel to <br />girders and space normal to girder <br />0 a 9 0 a a • 411 <br />0 0 0 0 0 0 0 0 0 0 0 <br />0 0 0 0 0 0 0 �. 56) 1 � <br />Deck Reinf <br />Soffit Reirif <br />a 0 0 0 .10 t 0 <br />0 OR 0 (D 0 0 0 403 0 04, 0 /0 0 <br />O <br />Additional #6 <br />@ 6, Tot 25 each stage, see Note 4 <br />See Note 5 <br />CD <br />tr 0 N 1 10 L 7 each stage, <br />see Note 4 <br />END DIAPHRAGM DETAIL <br />3/4 ;P == 1'-0"' <br />Span: <br />Span 1 <br />Span 2 <br />Span 3 <br />Span 4 <br />Span 5 <br />Spar 6 <br />Span 7 <br />� Bent <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 /4 Span <br />.0.02 <br />0.02 <br />0.05 <br />0.05 <br />0.02 <br />0.02 <br />0.02 <br />1/2 Span <br />0.02 <br />0.03 <br />0.09 <br />0.07 <br />0.03 <br />0.04 <br />0.04 <br />3/4 Span <br />0.01 <br />0.01 <br />0.07 <br />0.04 <br />0.02 <br />0.02 <br />0.02 <br />Next Bent <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSIONS BEFORE ORD[-..RING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION I DESCRIPTION <br />DATUM: <br />Z\ <br />A <br />FILE No. <br />Bent 22 shown <br />Bent 25 mirrored <br />#6 Tot 5 3'-0" <br />each stage Closure <br />Pour <br />2'_ 9 <br />0 39-099 <br />I p <br /># 8 -cN � Tot 7 SLlicce <br />Tot 7 each end <br />p#6 -1 <br />each stage 31-Opp <br />SECTION A -A <br />1/419 <br />NO CHANGES NOTES: <br />1. Reinforcement bars may be adjusted as necessary to accommodate <br />installation of the joint seal assembly blockout as directed by the <br />W,Horn Ave CMfWW IftVMvWnWA Project Engineer. <br />Deft ACMPW <br />AS -BUILT 2. Dimensions are measured normal to q Brg. <br />Re"ant Enq~ - Maurbo Rwers. P.E. <br />Stucturg Represwito" - David Frorm, P.E. <br />Revisions Sy 7� G MW 8, 201 3. Bottom of blockout shall be located at or above the top surface of <br />the bottom slob. <br />4. Lap splice 2'-9" in closure pour. <br />5. Extend upper #7 Long bars 2'-0" into end diaphragm. <br />6. For "a" dimension, see "JOINTSEAL ASSEMBLY" sheet. <br />TABLE FOR SLAB SPANS CAMBER VALUES <br />Span 8 <br />Span 9 <br />Span 10 <br />0 <br />0 <br />0 <br />0.02 <br />0.02 <br />0.02 <br />0.04 <br />0.04 <br />0.04 <br />0.02 <br />0.02 <br />0.02 <br />0 <br />0 <br />0 <br />l� <br />C <br />C <br />C <br />0 <br />0 <br />0 <br />C <br />to <br />V) <br />4- <br />C: <br />a) <br />Q) <br />M <br />CN <br />d <br />i M <br />C-)J <br />Span 11 <br />Span 12 <br />Span 13 <br />Span 14 <br />Span 15 <br />Span 16 <br />Span 17 <br />Span 18 <br />Span 19 <br />Span 20 <br />Span 21 <br />Span 25 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0.02 <br />0.05 <br />0.05 <br />0.01 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.09 <br />0.03 <br />0.09 <br />0.07 <br />0.03 <br />0.04 <br />0.04 <br />0.04 <br />0.04 <br />0.04 <br />0.04 <br />0.03 <br />0.13 <br />0.01 <br />0.07 <br />0.04 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.02 <br />0.03 <br />0.09 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Comber line <br />Profile line <br />* See TABLE FOR <br />SLAB SPANS CAMBER VALUES <br />CAMBER DIAGRAM <br />FOR <br />SLAB <br />SPANS <br />BY <br />DATE <br />SCALE <br />PREPARED BY <br />DATE <br />HORIZONTAL: <br />DRAWN: <br />H. SULLIVAN <br />09-29-16 <br />VERTICAL: <br />DESIGNED: <br />J. FREKING <br />09-29-16 <br />0 t <br />2 <br />1 1 <br />I <br />CHECKED: <br />Z. AE3AJIAN <br />09-29-16 <br />INCHES <br />0 10 20 30 40 50 <br />1 1 1 I I <br />APPROVED: <br />0. BROWN <br />09-29-16 <br />I - - MI-LUMETERS <br />AECOM <br />AECOM Technical Services, Inc. <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />T 916 414.5800 F 916.414.1557 <br />Comber line <br />Profile line- <br />o Ln h I ^in -o ^o -o -6 -o <br />O o 0 0 0 CD 0 0 0 0 0 0 0 <br />6 6© 6 6 61 0, 6 6 0* 0 6 <br />(N <br />C <br />0 <br />0- <br />C <br />0 <br />0- <br />C <br />0 <br />a- <br />CN <br />C <br />0 <br />0- <br />C <br />0 <br />Q_ <br />C <br />0 <br />0- <br />CN <br />0 <br />Q_ <br />0 <br />GL <br />C <br />LC) <br />(1) <br />W <br />V) <br />W <br />(n <br />(n <br />C <br />U) <br />(n <br />M <br />M <br />Q) <br />M <br />Cc) <br />M <br />ISO <br />(31 <br />C31 <br />(3-1 <br />CAMBER DIAGRAM <br />FOR <br />BOX <br />GIRDER SPANS <br />SAN <br />JOAQUIN <br />COUNTY <br />PUBLIC WORKS <br />t, <br />4V <br />ORN BROW <br />McHENRY AVE CORRIDOR IMPROVEMENTS No. C4M9 <br />Exp. 09-30-18 <br />McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL <br />or CALOrzi <br />GIRDER DETAILS NO. 3 <br />3 <br />J <br />DRAWING <br />S-141 <br />of <br />S-153 <br />SHEET <br />1450F176 <br />