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<br />I <br /> <br />3. ANALYSIS (Cont'd) <br /> <br />I <br /> <br />Sketch the plan view orLhe slrUClure(:sl Show, at a minimum, the skew angle, cross-section locations, distances <br />between cross sections, dnd length (,fstructure Is) <br /> <br />I <br /> <br />U\I <br /> <br />~I <br /> <br />U\ <br /> <br />U\ <br /> <br />I <br /> <br /> ,j)1 G r- - <br /> - \ - If' <br /> 0 U' .~ <br /> If" \'J ~ <br /> \'-l <br /> r <br />.- now <br /> BIZIQ$E: <br /> ".0' <br /> I <br />300' I ,0' biD <br />- .-I.. I; '50 )6 - "'-- <br /> ~ , , 10 .g-ecr <br />7a ~ECT', <br />(t6ls,<? -;t~BOO <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Attach plans of the structure (s) certified by a registered Professional Engineer. <br /> <br />I <br /> <br />Culvert length or bridge width (It I <br /> <br />64.01 <br /> <br />Calculated culvertJbridge area (It ') <br />by lhe hydraulic model, il applicable <br /> <br />1290 s.f. <br /> <br />I <br /> <br />Tolal culverUbridge area (Il ') <br /> <br />1917 s.f. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Bridge/Culvert Form <br /> <br />Form 7 <br /> <br />Page3of6 <br /> <br /> <br />