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<br />3. ANAL VSIS {(Ont'd:l <br /> <br />Sketch the plan view urlhe structure(s) Show, al a minimum, the skew angle, cross-section localions, dislances <br />between cross sections, "lnd length of structure (s). <br /> <br />l()1 <br /> <br />ll'1 <br /> <br />U\ <br /> <br /> 1.\1. \l r- <br /> - 1 -. <br /> Q U' -~ <br /> 0" \\l <br /> N <br /> , t-- <br />----- llow <br />-L --- <br /> B/ZIRliE: <br /> ~.OI <br />gOO' I 10' <br />........ ". J "50 - <br />. , <br />10 ~e:CT, <br />'i?6f~ <br /> <br />[ <br /> <br />16 <br /> <br />C) <br />(i' <br />- <br />If" <br />~ <br /> <br />I <br />blO <br /> <br />--- <br /><0 EC/ <br />-;;t<=7BOO <br /> <br />Attach plans of the structure (s) certified by a registered Professional Engineer <br /> <br />Cui verllength or bridge widLh (ft) <br /> <br />Calculated culvertJbridge area (ft ') <br />by the hydraulic model, if applicable <br /> <br />Tolal culverUbridge area (ft ,) <br /> <br />81idge/Culvert Form <br /> <br />64.01 <br /> <br />1290 s.f. <br /> <br />1917 s.L <br /> <br />Form 7 <br /> <br />Page 3 of 6 <br />