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Version: Risiwaa S.t 030 Pr¢paredBy: BURNETT CONS[JLTING <br />1;P1G[NEERS, LTD. <br />Projec7Name: NoRh Eagleview Drainage Channel Contact; TOM BIJRNETT <br />Site: #3 to F S< Phone: (970)7234061 <br />PANEL DESIGN <br />FOR PANEL 2 <br />Pane12 Cross Section Drawing: <br /> 1i.3 <br /> 1 ~~- <br />I <br />[gyp <br />41i8D. xii <br />~ <br />£! , , <br /> ~d~: <br />~ <br /> F~, <br />iJ/ a J/ <br /> i <br /> `J ! s ~~ <br />{~ <br /> n <br />f ~ <br />1 .~~ ~ <br />~ <br /> `F <br />~} <br /> <br /> <br /> 1 I/ <br />~/ <br /> •' <br />e: ): <br />r+f, ,. <br />` <br />~ <br /> + <br />xx j, <br />,r ~ ~x;~~~~~ <br /> .s .l '~•'.~` <br /> fx ~J' <br />~ <br /> fi <br />f~~• <br /> . xf )l. <br /> ... <br />>• * <br />. _. <br />_. <br />5.87 <br />D .80 1.84 <br />Pane12 Cross Section Geometry: <br />Upper Slope Angle a 9.000 [deg] <br />Surcharge Load q 0.000 [psI] <br />Base Inclination t 0.000 [deg] <br />Batter Angle w 7.120 [deg] <br />Top of Panel 4688.000 [ft] <br />Average Bottom of Panel 4682.732 ]ft] <br />Base of Panel 4680.750 [ft] <br />Total Panel Height H 7.250 [ft] <br />Embedment Depth Hemb 1.000 [ft] <br />07/27/2003 12:55 pcm~ page l2 <br />