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CL ABUTMENT � <br />(BO -1 <br />1-2 I <br />SEE ABUTMENT 1 <br />DETAILS FOR 1 <br />REINFORCEMENT I <br />i <br />I <br />CURB AND RAILING <br />NOT SHOWN <br />2" Clr <br />TRANSVERSE <br />SLAB Reinf -� <br />MAIN �zz#10 <br />SLAB Reinf <br />3/4" DRIP GROOVE 51I <br />EDGE OF SLAB DETAILS <br />2" Cir BENT <br />I <br />SEE BENT CAP DETAILS <br />FOR REINFORCEMENT <br />I <br />I <br />3" -- <br />#5 (4 12 DISTRIBUTION REINFORCEMENT <br />r" I <br />I <br />I <br />I <br />6" -STOP TRANSVERSE SLAB Relnf <br />WHEN SKEW IS 200 OR LESS <br />#4 BAR CHAIRS a 3'-011± TRANSVERSELY <br />/AND 4'-611± LONGITUDINALLY <br />I <br />#4 C4 15 L II/2" Clr <br />LONGITUDINAL SECTION <br />NO SCALE <br />4 �-141I <br />21/2 n <br />4�#4 BAR <br />BAR CHAIR DETAIL <br />#1� a X00 <br />distribution <br />reinforcement <br />!nt <br />I" = 11-0" <br />)ISTJ COUNTY I ROUTE ITOTAL PROJECT 'No�jSHEET: <br />10 1 SJ 1 4,99 R19.5 20. <br />O/1 8.6 s 1225 1414 <br />1 5. <br />11-04-11 RDFESSTD <br />REGISTERED CIVIL ENGINEER DATE COQ N4< <br />�e Fy <br />Chris V. Udarbe <br />3-26-12 <br />C62985 m <br />PLANS APPROVAL DATE s <br />xp 06-30-2012 <br />The State of California or its officers or agents s CIVIL <br />shall not be responsible for the accuracy or l4TF �a�P <br />coWleteness of electronic copies of this plan sheet. OF CAL tom` <br />BAR SPLICE LENGTH <br />BAR SIZE #4 <br />#5 <br />#6 <br />#7 <br />#8 <br />#9 <br />#10 <br />#11 <br />ALL BARS, EXCEPT TOP BARS <br />IN SPANS OVER 23 ft 23" <br />28" <br />34" <br />39" <br />45" <br />68" <br />76" <br />85" <br />TOP BARS IN SPANS OVER 23 ft 23" <br />28" <br />34" <br />53" <br />60" <br />77" <br />97" <br />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 bent. <br />Spacing of all transverse bars is measured along IL roadway. <br />Skew 00to 200: Place all transverse bars parallel to bent. <br />Skew over 200: Place transverse slab bars perpendicular <br />to C bridge. See details at right and below. <br />CAP REINFORCEMENT <br />CAP STIRRUPS <br />PLACE PARALL <br />MAIN SLAB Re <br />MENT <br />0 <br />TOP SLAB REINFORCEMENT AT BENT <br />'4 _ <br />1r11�® Sll i lGl�l 4 <br />' Ra NO SCALE <br />DROPPED CAP <br />Note: View for main span over 23 ft. <br />BOTTOM SLAB REINFORCEMENT <br />A T BENT <br />Bar placement similar for spans under 23 ft. <br />NOTE: <br />NO SCALE <br />THE CONTRACTOR SHALL VERIFY ALL <br />CONTROLLING FIELD DIMENSIONS <br />BEFORE ORDERING OR FABRICATING <br />ANY MATERIAL. <br />SOUTH STOCKTON WIDENING <br />DESIGN By <br />R. Coria <br />CHECKED <br />M. Vu <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />STRUCTURE DESIGN <br />BRIDGE NO. <br />M U N F O R D A V E BRIDGE <br />(WIDEN) <br />29C-0377 <br />9Y <br />DETAILS L. wan <br />CHEECKEDCKED <br />coria <br />CALIFORNIA <br />DESIGN BRANCH 17 <br />POST MILE <br />lof <br />QUANTITIES °Y <br />CHECEC KED <br />DEPARTMENT OF TRANSPORTATION <br />ml as <br />SLAB REINFORCEMENT <br />DETAILS <br />R. Coria <br />PhuongM. Vu <br />SR 99 <br />STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) <br />ORIGINAL SCALE IN INCHES <br />UNIT: 3586 <br />DISREGARD PRINTS BEARING <br />REVISION <br />DATES SHEET OF <br />as- -ia , -11 <br />9 131 <br />FOR REDUCED PLANS 0 1 2 3 <br />PROJECT NUMBER & PHASE: 10000004091 CONTRACT NO.: 10-3A1001 <br />EARLIER REVISION DATES <br />FILE => 29c-0377-w-sl-reinf.dgn <br />0 <br />