Laserfiche WebLink
<br />7500 <br />ti <br />:. <br />07400 <br />W <br />w7300 <br />0+00 2+00 4+00 DISTAN 00(x) B+DO <br />PM-8 V-DITCH #1 PROFILE <br />7700 <br />~. <br />07600 <br />W <br />w 7500 <br />0+00 2+00 4+00 6+00 8+00 10+00 <br />DISTANCE (FT) <br />PM-8 V-DITCH #2 PROFILE <br />7600 <br />X7500 <br />W <br />w7400 <br />73 ~ 7400 <br />0+00 2+00 4+00 6+00 8+00 f0+00 <br />DISTANCE (FT) <br />PM-8 V-DITCH #3 PROFILE <br />7400 7351 <br />4.5% <br />07300 <br />W <br />W7200 <br />0+00 2+00 4+00 6+00 8+00 <br />DISTANCE (FT) <br />PM-8 V-DITCH #4 PROFILE <br />~- 7300 <br />0 <br />W 7200 <br />W 0+00 <br />HORIZONTAL SCALE <br />0 7® 0 <br />UER DCAL SCALE <br />0 1® 0 <br />Fear <br />~~'~p ~ NETj''•. ~C~, <br />/ j j~0 ~ <br />' $18406 ° <br />PROFESSIONAL ENGINEERS STATEMENT <br />GRAVEL OR ROCK FREEBOARD /state that this channel design was <br />p ~o _ prepared for TR-41 under my <br />- - --.._. <br />m. presented hereon is true and correct <br />t to the best of my know/edge and <br />information. <br />I Z7 at; ~~~ r'~~ <br />Dote David A. Hettinger, CO P.E. 18406 <br />TYP/CAL GRASS L/NED V-D/TCH <br />NOT TO SCALE <br />I r l rrfr-a I eN I+~r.l~r+++~l ~+~rl 1 <br />Coal Company <br />I S~~ ~ <br />NOTES 1) CHANNEL WAS DESIGNED TO SAFELY CONVEY RUNOFF <br />fROM 7HE 10-YEAR, 24-HOUR EVENT. <br />2) DEPTH OF FLOW BASED ON CHANNEL CAPACITY CLASS B. <br />3) VELOGTY OF FLOW BASED ON CHANNEL STA8IUTY CLASS D. <br />4) FREEBOARD = 0.3 FT. <br />7700 <br />755 7600 <br />7500 <br />10+00 <br />7600 <br />7A5 7500 <br />7400 <br />12+00 <br />7500 <br />7300 <br />12+00 14+00 <br />7400 <br />0 <br />7300 <br />7200 <br />10+00 <br />7300 <br />7200 <br />CHANNEL SlIPM-8 <br />V-DITCH PROFILES <br />we ~s x> <br />a awi 7-20 <br />2+DO 4+ D~ TANCE (~)+00 8+00 <br />PM-8 V-DITCH #5 PROFILE <br />