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Profile Grade <br />Edge of Deck <br />10 cont . 4 ® 18 Abut 2 Wingwall Reinf . <br />Camber Line <br />Abut 1 \co <br />r*0 Abut 2 <br />o O <br />I I _ <br />I I <br />c c c <br />cn V) U) <br />CN <br />CAMBER DIAGRAM <br />Note : <br />Not to Scale <br />Skew of bridge not shown <br />Abut 1 <br />REINFORCMENT—TOP OF SLAB <br />Not to Scale BAR SPLICE LENGTH <br />Bar size 4 #5 #6 #7 #8 #9 #10 #11 <br />6 " spacing , typ . <br />All bars , except top bars in spans over 24 '23" 28" 34" 39" 45" 68" 76" 85" <br />Top bars in spans over 24 ' 23" 28" 34" 53" 60" 77" 97" 120" <br />Edge of Deck Cont . <br />8 x 27 ' -6 " 10 cont . 9 Abut 2 Wingwall Reinf . , typ <br />Reinforcement notes : <br />Splices in top main bars to be located near center of span . <br />No splices allowed in bottom main bars . <br />I Spacing of all transverse bars is measured along CEroadway . <br />I I Skew 0 ' to 20 ' Place all transverse bars parallel to bent/pier . <br />I I . <br />I <br />I I <br />I I <br />Note : Railing not <br />I I shown <br />EOD <br />I <br />I <br />6 " 6 " 6 " 6 " <br />4 <br />8 x 20 ' -6 " <br />4„ <br />2 " c I r <br />6 " <br />Ct Abut 1 2 1 /2 Transverse <br />slab reinf <br />1 <br />4 bar <br />10 cont tot . 4 <br />REINFORCEMENT—BOTTOM OF SLAB 4 <br />Main slab rein f <br />3/4 <br />Not to Scale <br />drip groov L5- <br />Abutment BAR CHAIR DETAIL EDGE OF SLAB DETAILS <br />Abutment 4 bar chairs ® 3 ' f transversely Not to Scale Not to Scale <br />2" cIr . and 4 ' f longitudinally <br />See abutment deta i I s <br />for reinforcement3 typ 1 1 /2 c I r 3r. ' <br />5 ® 11 Transverse reinforcement , typ Ar;yPers r ';q,, T ; t r wir—, Sh du.,ik <br />LE <br />ASI information iti" `.n s;u',MIt1f? Thc, 'i1. /"?} ;sal(extend 2 ' -0 " into each stage <br />S-5 <br />LONGITUDINAL SECTION Lower Sacramento Road, Bride 29C- 190 Replacement Across WID Canal <br />Not to Scale <br />QRpFESS/ <br />ON <br />BEFORE EXCAVATING <br />Revision Description Date By <br />pproved w <br />CALL U.S.A. <br />B <br />MARK THOMAS & COMPANY, INC. Po—I<AN cHEly Z DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 W No, S 112 a <br />800-227-2600 FOR REDUCED PLAN <br />SACRAMENTO, CALIFORNIA 95826 <br />ExP9 30 05 SAN JOAQUIN COUNTY, CALIFORNIA <br />TOLL FREE P ANS 7PTA E WOODBRIDGE IRRIGATION DISTRICT 916) 381-9100 it <br />1 111-777sT. <br />9/30 <br />nRUCTU <br />2 WORKING DAYS BEFORE ALL <br />0 1 2 3PLANNEDWORKOPERATIONScn F <br />ANDERS CHRItTENSEN, MANAGER DA <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />SHEET TOTAL <br />G. B ko s 10 04 COUNTY 0 F SAN J OAQ U I N SCALE: NO SCALE <br />SLAB REINFORCEMENT LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />71 -53006 <br />R. TRICUEROS 5/10/04 C. ROCKWAY s/1%4 f'DETAILS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 44 64 <br />FILE NAMEDRAWER I SHEET NO. ACAD REVISIONS DATE