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<br /> <br />. . <br /> <br />. ----. <br />IR [R? ~ [DJ G [[ !J-D 11 [DJ [R A LD lLJ CON [F ((]) [R? 1M] A If I] co) ~ <br /> <br />f <br /> <br />DISCHARGE-F"REOUENCY <br /> <br />STAGE-DISCHARGE <br /> <br />12 <br /> <br />sv..ce: AT lIPSTREAt.l FACE OF BRIDGE <br />.....~...EXISTlNG <br />-- N[}Y CONSTRUCTION <br /> <br />Vl <br />b'o <br />o <br />o <br />08 <br /> <br /> <br />46.39 <br /> <br />~ <br /> <br />.' <br /> <br />~ <br />6 <br /> <br /><6J8 <br /> <br />,."., <br /> <br />w <br />t:) <br />a: <br /><: < <br />:z: <br />u <br />Vl <br />52 <br />o <br /> <br />.' <br /> <br />.' <br />.' <br /> <br />46.37 <br /> <br />-,,' <br /> <br />" <br />.' <br /> <br />4636 <br /> <br />-.' <br /> <br />, <br /> <br />o <br /> <br />46.35 <br /> <br />DESIGN <br /> <br />OIClO - 10.700 crs <br /> <br />~ <br /> <br />I~ 2..3.3 , 10 2' $0 100 <br />RECURRENCE INTERVAL IN YEARS <br /> <br />46;J., <br /> <br />ElEVATION OF <br />1l-lALwEG .~625. 7 <br />6 7 a . $I' 10 II <br />Q DISCHARGE IN 1000 CFS <br /> <br />~'. <br /> <br />;',: <br /> <br />TYPICAL RIPRAP DETAIL <br /> <br /> <br />Upper riprop reference line (IJRL) <br />Riprop Thickness (l) - 21 in. <br />Riprop size (D ~ ) ~~ 9 in. <br />Excavated channel width - 123 <br />iNet ch<lnnel w;dth - <br /> <br />It. <br />1'15 It. <br /> <br />~ <br />~ <br /> <br />,&. <br />"~. <br />Cl~O <br />-= ~ <br />~. ~ <br />~'5 <br /> <br />6" of Embankment /" <br /> <br />~.~. <br />.!f <br /> <br />~ <br /> <br />- 3 <br /> <br />It. <br /> <br />~&I& <br />.00 <br />r~ ~ <br />1I~ i' <br />.~ . <br />_x~ <br />ClU'Q <br /> <br />'1 <br />(Dro;noge Closs A) <br />lower ri ro <br />re erence lne <br /> <br />Excavation' <br /> <br />~. <br />--I-. <br />1-. <br />:-. <br />__c.. <br />c.. <br /> <br />-'< <br /> <br />Oroinoge keo 1875 Sq. t.li. <br />CHANNE~ DESCRIPTION <br />Bottom Ir.Ioter'Ki - Cohesive aI Non Cohesive III <br />Bottom ilIatet"ioI Size - Cloy m Silt 0 Sand III CrevellZl <br />Cobbles 0 Other 0 <br />Stream form - StroiQht l!ll Meandering 0 Broided 0 <br />t.knni1'l9S "n" 'Of Design - Channel .045 Overbank .05 <br />Debris - Brush a Trcc'.S/Logs G Ice C Other 0 <br />CO..PARISION OF HYDRAULICS" <br />V.locrty rr..board Wox. Bockwt:Jf.r <br />~;:'~'C:::::::::::::Hg..:::::::::::~::::::::::::f:7.:::::::::: :1::::::::::::::::8:/::::::::::: ~: <br />"AT PROPOSED BRIDGE: ~OCATlON DURING DESIGN DISCHARGE <br /> <br />203 <br /> <br />CO....ENTS <br /> <br />.---- <br />