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<br />BRIDGElCUL VERT FORM <br /> <br />Analysis (Cant'd) <br /> <br /> -- - - <br />Sketch the plan view of the structure(s). Show, at a miIlIimum, the skew angle, cross-section <br />locations, distances between cross sections, and length of atructur "a). 'J <br /> Z'IO I ~S' .'201> ~/~I"_ A-01 -Z~~ <br /> ~. 1-- I" <br /> 'lit <br /> -~ - t---- <br /> flow - <br />- -.,. -- <br /> . --- . <br /> -V'- <br /> t- t---- <br /> -,-_. <br /> I <br /> I <br /> t. H-- <br /> I <br />'[" ~ f ~ t~ ~ 1: t ~ <br />~i~ ?Jfi <br />*i'i!' I *:L_ ~ III ~ <br />it-! ;Jl toI ((I II \.I 'lI <br /> - <br /> <br />Attach plans OK the atructure(s) certified by a registen.>d Pr>.fessional Engineer. <br /> <br />Culvert length or bridge width (ft.) <br /> <br />3a.0' <br /> <br />Calculated culvertJbridge area (ft.") <br />by the hydraulic model, if applicable <br /> <br />Total culvert/bridge area (ft.") <br /> <br />1225S.F. <br /> <br />156aS.F. <br /> <br />October 1992 <br /> <br />Page 3 of6 <br /> <br />APHJCATIOHICEK1'1FICATJOH FOJUlS FOR CONDmOtiAL u:T'I'ERor llAPitEVISIONl. LETl'DOI' MAPREVlSIOtf ANI) PHYSJCA.l.. MAP REV1SIOH <br />