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— HELIX REINFORCEMENT <br />180" SPACING <br />—TOP 9 BOT. TRANSVERSE BARS <br />OFFSET END FACE OF <br />OPENINGDM R PINEN A <br />-0 SPACING <br />BOT. TRANSVERSE BARS <br />6",", 6 10 SPACING <br />TOP TRANSVERSE BARS <br />5/9 M 90 <br />Ir — I1 <br />-OPe RETE <br />CONCRETE N TEE DIAPHRAGM <br />TEE <br />END DIAPHRAGM <br />II 2/=' N.22228-2,2, <br />2" CHAMFER <br />ENSURE RA <br />EXTENSION ISFORMED <br />ABOVE TOP OF PIER CAP � Q PIER 1 <br />BEARING —I1 lo% A to°IQ BEARING <br />SECTION B — B <br />PIER I <br />PRESTRESSEDMN 45 <br />CONCRTEBEAM <br />0 �L JA INU A OPCIOF P <br />AND SIDES OE BEARING <br />ID SPACING 10" 2,`5 10" ]D SPACING <br />TOP & BOTTOM TRANSVERSE BARS— STOP & BOTTOM TRANSVERSE BARS <br />STEEL TRUSS // <br />e 90. <br />PIER 3 <br />BEARING ICI 9!! 9!! Q GEARING <br />SECTION D — D <br />PIER 3 <br />TEEL TRUSS <br />1'-0" SPACING 1- . 5" <br />BOT. TRANSVERSE BARS <br />10 SPACING 817, 10 10 SPACING <br />P TRANSVERSE S620E Al EACH TOP BAR INTRUSSSPANBARS <br />MAINT AIN 2" MIN. CUR <br />S521E AT EACH BOIL BAR IN TRUSS SPAN <br />TJ <br />BP IN <br />OTTOM OE SHALLOWER I <br />SLAB <br />—TOP A BOTTOM TRANSVERSE BARS <br />ag <br />MN 45 PRESTRESSED <br />CONCRETE BEAM <br />INT. DIAPHRAGM TYR., P., I <br />1 <br />PIER 2 A 4 <br />BEARING Ar BEARING <br />SECTION C — C <br />PIER 2 SHOWN, PIER 4 MIRRORED <br />MA DE DAM m <br />2" CLR. BOT. TRANS. REINF. <br />ORNAMENTAL MET AL RAIL ING-- <br />GYSIGN T-4 CURB MOUNT, <br />ER <br />-C106E P EURBF BAR - TRUSS, <br />OF FLUTES TO BOTT. <br />CONS JOINT TRANS' BARS <br />ROUGH FINISH <br />NOTE: <br />OTHER SIDE SIMILAR Iyi TALL FLUTES AT 6" SPACING <br />DETAIL B <br />CONCRETE CURB <br />®BOLTON <br />& MINK <br />ENGINEER SIGNATURE P <br />M-0" SPACING I'-O <br />BOT. T RANSVERSE BARS <br />BOT TRANSVERSE BARS <br />I0 =PACING 101,.5) ),10" 10SPACING <br />--- TOP TRANSVERSE BARS - <br />15' TOM SLAB N- <br />MNNes PRESTRESSED- <br />Q INT, DIAPHRAGM' <br />12'-0" TRAIL <br />BRIDGE <br />SOi DE tT 05) RL TRAIL (BLI & — <br />BEARING <br />TOP TRANSVERSE BARS — <br />MN ACONCRE EEC.D <br />h9m-AA-- Q TNT. DIAPHRAGM <br />-Q PIER 5 <br />P„ gCL BE RING <br />SECTION 5F — F <br />IER <br />DECK GUT TERL]NE , ❑ <br />W] A / L O FLUT <br />TABOVE TOP <br />54 E TES <br />OX 2T BARS 8 E6" SPACES = 13'-0' OE <br />Ss03E, S508E <br />28 BARS SPACES - 13 -6 <br />Ss03E <br />OUTSIDE DECK EDGE TO DECK EDGE <br />SECTION E <br />TRANSVERSE SECTION <br />-STEEL. IRUSS <br />A" TOP LONGIT UDINAL SLAB BARS <br />,51 AGGERED WITH BOTTOM, <br />A" BOTTOM LONGITUDINAL SL AB BARS <br />(CENTERED ON FLUTES, <br />SUPERSTRUCTURE `a"" 'TRIDGE NO. <br />DETAILS AND REINFORCEMENT Ira Eon ,PeS.A.P.�199-010-012 <br />SHEET NO. 69 OF 99 SHEETS I <br />02053 <br />