Laserfiche WebLink
• <br />• <br />E_ <br />III IIIIIIIIIIIII III <br />~D~ PA'f~ /Z~///D ! <br />5// t I <br />L ~(-NIP~~T lye ~C ~-1yv~ ~0,~0 CU~1/~TS» <br />Jeff Can on Haul Road (JC Ditch and Culvert S ecifications <br /> DITCHES CULVERTS <br /> <br /> <br />Location (station to <br />station) <br />Width <br />(required, <br />in feet)z <br />Depth <br />(required, <br />in feet)3 <br /> <br /> <br />umber'' Size <br />(required <br />diameter, <br />in inches)5 Discharge <br />(cubic feet <br />per <br />second)6 <br />0 + 24.91 No ditch re wired 0 + 24.91 45 49.77 <br />69 + 95.82 to 77 + 65.26 6.2 1.0 69 + 95.82 30 19.16 <br />77 + 65.26 to 93 + 15.26 5.5 1.0 77 + 65.26 36 27.82 <br />93 + 15.26 to 139 + 77,90 6.2 l .1 93 + 15.26 36 21.43 <br />l All ditches are cobble and shingle (residual armor) unless otherwise noted.. <br />2 The minimum design width is 4 feet. <br />3 The minimum design depth is 1 foot. <br />4 Culverts are sited in the field at approximate locations (stations) identified. <br />5 The minimum design diameter is 18 inches. <br />6 ] 0-year, 24-hour design storm unless otherwise indicated. <br />7 Riprap channel. <br />8 Includes discharge from ditches carrying flow from other watersheds to ponds as well <br />as road ditches. <br />LorencitoCulvertsApp-APP(475- 15)Dft <br />(revised 08/29/0 I ) <br />