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NOTE: <br /> 1. SUPERSTRUCTURE SHOWN IS CONCEPTUAL DUE TO THIS <br /> BEING A CONTRACTOR DESIGNED ELEMENT. <br /> SUPERSTRUCTURE SHALL PROVIDE MINIMUM WIDTH <br /> BETWEEN RAILS.BASIS OF DESIGN ASSUMES 36 INCH <br /> DEEP STRINGERS TO MEET FREEBOARD REQUIREMENTS. <br /> BOTTOM CHORD ELEVATION SHALL BE 2057.40 OR HIGHER. <br /> 16'-0" <br /> 2'-0" 12'-0" 2'-0" <br /> SHLD LANE SHLD W-BEAM GUIDE <br /> RAIL(TYP.) <br /> D-LINE& <br /> STRUCTURE <br /> SIDE DAM(TYP.) GRAVEL WEARING PROFILE GRADE <br /> SURFACE(BY OTHERS) &PIVOT POINT <br /> 2.0% 2.0% <br /> BRIDGE PLANK <br /> STRINGER(TYP.) <br /> N <br /> " DIAPHRAGM <br /> BOLTED DIAPHRAGM <br /> SPLICE PLATE <br /> J <br /> Q <br /> 0 <br /> CONTRACTOR DESIGNED STEEL SUPERSTRUCTURE <br /> SECTION SHOWN IS CONCEPTUAL m <br /> V) <br /> O <br /> o <br /> U_ <br /> o N <br /> 0 <br /> O <br /> rc N <br /> 0-1 <br /> B <br /> rc 0' <br /> REV 1.CpF.F A m <br /> YQ' OF WASH W <br /> O 0 1 NAME OR INITIALS AND DATE GEOGRAPHIC INFORMATION <br /> DESIGNED NJH ___IATRUDE 4T05'09"N TA N E U M CREEK R M 5 BRIDGE S 3 <br /> C, �J�s. 221 N.Wall Sireet,Suite 500 ----- SECTION <br /> O A ,+AC ENF' �' IF THIS BAR DOES NOT A CO F F M A N Sp4�"e WA 99p1 CHECKED DMS _______LONGINDE Izo<��p _____ BRIDGE <br /> (`{••'ONAI ECG MEASURE 1" THEN ph 509.328.2994 — <br /> i Q DRAWING IS NOT PLOTTED ENGINEERS www.cotmia"._ DRAWN DFP _______TN/SC/RG l!LN S2l/R16E ___ DESIGN <br /> m TO ORIGINAL SCALE. CHECKED HNC DATE F€eftungr SHEET 43 OF 45 <br />