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PIER B <br />G <br />32'-0V4" (SPAN 71 <br />MEASURED ALONG DECK EDGE <br />31 30 i PACES30 T.., (TRANSVERSE , <br />37 - S4D6E MOP, TRANSVERSE BAR & 37 0901E IE.S.I CURB BARI <br />oR END mAPN <br />REINFORCEMENT <br />H T1 - 0405E (CURB BAR, <br />_ v --I - S4 7E OP AND BOT <br />PLACE 3" FROM DECK DRAIN <br />V r S41BE MOP N BD7, <br />DECK <br />� I (CURB BAR) <br />H -DECK DRAMnvP) O sE <br />J'-3" <br />DECK DRAIN <br />MAIN SPANSLAB PLAN K <br />ORNAMENTAL METAL RAILING — <br />DESIGN T-4 CURB MDUNT, <br />CONCRETE C SEE SHE, 85 CURB <br />CURB DETAILS MY, <br />DE1 L <br />12'-0" TRAIL <br />BRIDGE <br />TRAIL <br />i GUTTERLINE <br />1` <br />AJ � <br />rLUsn W FLANGE OMB <br />OFTOP <br />TOP IRANSVERSE BARS S' TOP TRANSVERSE BARS <br />BOTTOM TRANSVERSE BARS BOTTOM IRANSVERSE BARS <br />CONCRETE END <br />(SEE DETAIL B8141 00 F <br />coNCREPi REEERESSED <br />END DIAPHRAO <br />®BOLTON <br />& MENK <br />BEARING <br />BETWEE BEAM MLPNOES, <br />—1 - 5522E <br />SHEETS B8i roe END(MOD.I ONDIAPHRAGM DETAILS <br />STEEL BEAM <br />BEARING <br />PIER 6 <br />SECTION G - G <br />PIER 6. <br />PENGINEER SIGNATURE <br />PROFILE GRADE <br />(PROFILE, <br />S406E MOP, <br />`561(E3 BDT, <br />7" CONCRETE — <br />DECK <br />WIG X 77 STEEL BEAMS <br />10 BARS 0 1'-6" SPA. = 1336" <br />S414E <br />14 BARS 1'-0" SPA. = 1330" <br />SSISE <br />SECTION H - H <br />TRANSVERSE SECTION <br />SUPERSTRUCTURE <br />DETAILS AND REINFORCEMENT <br />— CHAMFER CORNERS P <br />—Z D 2FROM�CDGE OF DECK <br />1-S515E <br />3 20,0M LONGITUDINAL SLAB BARS <br />NOTES <br />0 10- 5414E (TOP, <br />016 - 5515E (BCC 1 <br />0 P AND BOT. BARS <br />SPACE BETWEEN 8414E (EDP, AND BEE 'ALEN SsaE (130T.1 <br />0 TOUCH-UPEORPONN EBAD ENDS APDCOT TBARS. <br />P DECK DRAINS APPLY EPDXY <br />FOR DEINL A. SEE SHEET 65. <br />E.5 = EACH SIDE <br />FOR END OF DECK DIMENSIONS, <br />SEEDETAILS.EET 15 FOR NORTH ABUTMENT <br />S.A.P.199-010-012 'TRIDGE NO. <br />SHEET NO. 68 OF 99 SHEETS I 02053 <br />