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C <br />5f G ~' ~x~~g~T~~, <br />tica ~~~ Rote <br />cu~.u~TS" <br />III IIIIIIIIIIIII III <br />Doc Date:12~1/2001- <br />d/oG. <br />Lorencito E Haul Road LC2 Ditch and Culvert S ecifications <br /> DITCHES CULVERTS <br /> Size Dischazge <br /> Width Depth (required (cubic feet <br />Location (station to (required, (required, diameter, per <br />station) in feet Z in feet); Number° in inches s second)6 <br />7 + 79.54 to 26 + 31.35 6.0 1.0 26 + 31.3 42 43.96 <br />26+31.35 to 35+61.09 5.5 1.0 35+61.09 18 5.58 <br />Lorencito Canyon above None required 52 + 43.26 60 (2 320 <br />52 + 43.26 culverts <br />All ditches are cobble and shingle (residual armor) unless otherwise noted.. <br />The minimum design width is 4 feet. <br />The minimum design depth is 1 foot. <br />Culverts aze sited in the field at approximate locations (stations) identified. <br />The minimum design diameter is 18 inches. <br />] 0-year, 24-hour design storm unless otherwise indicated. <br />Riprap channel. <br />Includes discharge from ditches carrying flow from other watersheds to ponds as well <br />as road ditches. <br />L~ <br />• <br />LorenciioFiaulRoad and Cuh'ensApp-APP(475-I5)DR.dac <br />(revised 09/18/01) <br />