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I <br /> Span I <br /> 40'-0" ' 12'-0" <br /> Edge of <br /> bottom slab 30'-0" 22'-0" <br /> "B" Une <br /> Glyder <br /> Edge of Span 6 <br /> bottom slab <br /> #6 cont 20 -011 <br /> #6 cont - - - - - - <br /> #8 x 52'-0" Edge of *8 x 52'-0" <br /> tot 12 bottom slab tot 12 <br /> ADDITIONAL BOTTOM "B" Llne <br /> LONGITUDINAL REINFORCEMENT Glyder <br /> Span 5 <br /> 7 <br /> Edge of N <br /> bottom slab #5 x 20'-0" <br /> Edge of 26'-0" 20'-0" tot 12 ti <br /> bottom slab 20'-0" z 26'-0" r <br /> Q <br /> - A ko <br /> Id ADDITIONAL BOTTOM <br /> LONGITUDINAL REINFORCEMENT <br /> b <br /> „B" Line /8„=,,_0„ <br /> a� <br /> Q <br /> Glyder <br /> Z <br /> 0 <br /> Q <br /> Q I <br /> Edge of w <br /> *5 x 46'-0” bottom slab *6 cont <br /> tot 12 *5 x 46'-0" w <br /> 0 <br /> tot 12 Q <br /> 0 <br /> PRpfESSidyq� Q <br /> RE 1 D CIVIL ENGINEER Qc0 Fy <br /> W j <br /> ADDITIONAL BOTTOM _sk5hz Jeff W. Olson <br /> LONGITUDINAL REINFORCEMENT PLANS APPROVAL DATE No. C42,28 ti <br /> QUINCY ENGINEERING, INC * Exp.3-31-04 <br /> 13 3247 Ramos Circle sT <br /> /8„zl�_0„ Sacramento, CA 95827 - 2512 9TF OF Cn��FO�� <br /> DRAWN BY DATE <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE ti <br /> GIRDER JACK TONE ROAD BRIDGE SHEET TOTAL <br /> A. SAN°HEZ ” '° "° ' COUNTY OF SAN JOAOU I N NO SCALE AND OVERHEAD <br /> �. I5LANo 12/ 14/01 JEFF 0L.60N 5/°2 P . K I MAL 5/°2 h / s/A1/i Alow"ZI f- 40- sl�l� AND R No. SHEETS <br /> BRIDGE <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE GE NO 31 41 <br /> i <br />