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E <br />0 <br />N <br />O <br />I <br />c0 <br />O <br />O <br />N <br />d <br />N <br />C <br />v <br />3 <br />N <br />X <br />I <br />co <br />m <br />I <br />m <br />N <br />ro <br />O <br />N <br />1-1 <br />U' <br />Z_ <br />Y <br />O <br />3 <br />v <br />rn <br />m <br />v <br />0 <br />L0 <br />N <br />0 <br />N <br />/ <br />0 <br />0 <br />N <br />/ <br />Z <br />BAR SPLICE <br />BAR SIZE <br />ALL BARS, EXCEPT TOP BARS IN SPANS OVER 24' <br />TOP BARS IN SPANS OVER 24' <br />LONGITUDINAL SECTION <br />SCALE: 1/2" = V-0" <br />—0" <br />LENGTH <br />#4 #5 1 #6 #7 #8 #9 #10 #11 <br />23" 28" 1 34" 39" 45" 68" 76" 85" <br />23" 28" 34" 53" 60" 77" 1 97" 120" <br />REINFORCEMENT NOTES: <br />SPLICES IN TOP MAIN BARS TO BE LOCATED NEAR CENTER OF SPAN. <br />SPLICES IN BOTTOM MAIN BARS TO BE LOCATED NEAR CL BENT. <br />SPACING OF ALL TRANSVERSE BARS IS MEASURED ALONG CL BRIDGE <br />SKEW 00 TO 200: PLACE ALL TRANSVERSE BARS PARALLEL TO BENT. <br />SKEW OVER 200: PLACE TRANSVERSE SLAB BARS PERPENDICULAR <br />TO q�, BRIDGE. SEE DETAILS AT RIGHT AND BELOW. <br />COUNTY OF SAN JOAQUIN <br />CAP STIRRUPS. <br />PLACE PARALLEL TO <br />MAIN SLAB REINF <br />JT DETAILS" SHEET <br />MAIN SLAB % <br />REINFORCEMENT- = <br />NO SCALE <br />BAR CHAIR DETAIL <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE SUBMITTED <br />DATE <br />APPROVAL RECOMMENDED <br />B. GREEN <br />1/06/06 <br />D. PECCHIA <br />1/06/06 <br />M. KANAAN <br />1/06/06 w % AItAU%A <br />f,'e <br />d <br />W Iq4 3r�dgt'�-;Ics <br />n <br />DATE I SCALE <br />SCALE: 1" = 1'-0" <br />MAIN SLAB REINFORCEMENT <br />CAP REINFORCEMENT <br />CAP STIRRUPS. PLACE PARALLEL <br />TO MAIN SLAB REINF AND <br />SPACE ALONG C OF BENT <br />M R O MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www.mroengineers.com <br />ENGINEERING - PLANNING -SURVEYING <br />C <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />6" 6" 6" 6" <br />lull <br />NOTE: TRANSVERSE JOINTS, TO BE <br />LOCATED AT 1/4 POINTS OF SPAN <br />AND LONGITUDINAL JOINT TO BE <br />LOCATED AT THE EDGE OF TRAFFIC <br />LANE, UNLESS OTHERWISE NOTED <br />ON THESE PLANS OR PERMITTED <br />BY THE ENGINEER. <br />TOT. 4 <br />SLAB CONSTRUCTION JOINT DETAILS <br />SCALE: 1/2" = 1'-0" <br />Z <br />O <br />Q <br />J_ <br />m <br />Q <br />2 <br />W <br />of <br />00 <br />It <br />O <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0 <br />FIELD DIMENSIONS BEFORE ORDERING OR c� <br />FABRICATING ANY MATERIALS. <br />0 <br />Z <br />�E , SHEET N0. <br />9 G Ronald L. Rivett 18 m <br />No. C031269 SLAB REINFORCEMENT DETAILS 3 <br />* EXP. 12/31/06 * OF <br />`rI CMI �� O <br />�T F �F CA <br />I�t J <br />3 <br />