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V) <br />M <br />Ln <br />11-, <br />-4- <br />Cn <br />C_ <br />00 <br />CN <br />04 <br />0 <br />CD <br />D <br />0 <br />C- <br />0 <br />- 0 <br />W <br />O <br />Cn <br />Sign( <br />I —A, <br />"MIS( <br />D ETA <br /># 11 <br />Parc <br />Sign <br />29- <br />9) MIS <br />DET/ <br />#10 Cant @ 6, C', klln f%UAK1f7_%l=42 <br />Note: <br />Concrete barriers and sidewalk reinf <br />not shown for clarity. <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD <br />DIMENSICNS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />FILE No. : <br />SURVEY <br />REVISION <br />DESCRIPTION <br />BY <br />DATE <br />rtrptnuicuiar to % neni zo, <br />see Note 8 <br />�B <br />SLAB BOTTOM REINFORCEMENT AT SPAN 25 <br />1/4" — 11-01$ <br />NOTES: <br />a <br />3 <br />SCALE <br />Longitudinal reinforcement shall be placed parallel to "M" Line or perpendicular <br />to q Bent 25 UON. Transverse reinforcement shall be placed parallel to � Bent 25 <br />For CIP Box Girder details, see" GIRDER DETAILS NO. 1" sheet. <br />For Expansion Joint details, see "JOINT SEAL ASSEMBLY" sheet. <br />HORIZONTAL: <br />VERTICAL: <br />0 <br />INCHES <br />0 10 201 1 1 30 40 <br />1 1 <br />MILLIMETERS <br />2 <br />1 <br />5 1 0 <br />PREPARED BY <br />DRAWN: <br />H. <br />SULLIVAN <br />DESIGNED: <br />N. <br />CALDERONE <br />CHECKED: <br />Z. <br />ABAJIAN <br />APPROVED- <br />0. <br />BROWN <br />DATE <br />09-29-16 <br />09-29-16 <br />09-29-16 <br />09-29-16 <br />AECOM Technical Services, Inc. <br />2020 L Street, Suite 300 <br />Sacramento, CA 95811 <br />T 916.414.5800 F 916.4141557 <br />tr I S./ \-, \a I I 4 \= %J <br />Parallel to "M " Line <br />Hook the end of every <br />third bar <br />4. <br />For <br />Closure pour <br />details, see "SLAB REINFORCEMENT DETAILS NO. 1" sheet. <br />5. <br />For <br />Section '13-13', <br />see "SLAB REINFORCEMENT DETAILS NO. 1" sheet. <br />6. <br />For <br />Curve Data, see <br />"STRUCTURE PLAN NO. 3" sheet. <br />7. <br />For <br />Section A —A, <br />see "SLAB LAYOUT --- TOP REINFORCEMENT — SPAN 25" sheet. <br />8. <br />Place #7 Main reinforcement <br />above transverse bars where shown. <br />SAN JOAQUIN <br />COUNTY PUBLIC WORKS Z7 <br />­4 <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />McH'NRY AVE BRIDGE OVER STAN!SLAUS RIVER REP`ACE <br />SLAB LAYOUT — BOTTOM REINFORCLEMENIT — SPAN 25 <br />ORIN A. BROWN <br />N.. C4W19 la <br />*Exp, 09-30-18 <br />CIVIL. <br />0 C At- jo <br />M <br />1 —A, <br />OUS <br />DRAWING <br />S-134 <br />OF <br />S-153 <br />SHEET <br />138orl76 <br />