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<br />22 <br /> <br />Colorado-Big Thompson Project <br /> <br />o <br />o <br />J.-4 <br />t..." <br />O":l <br />ioPh <br /> <br />.' <br />/' <br /> <br /> <br />[L/~~ <br />. . Sr.",- ..' <br /> <br /> <br />PLAN <br />->lof-- <br />I ,.., I L:'est EI. 8285 <br /><?'/ <br /> <br />EMBANKMENT EXPLANATION <br /> <br />DIKE No. I MAXIMUM SECTION <br /> <br />CD Impervious material of clay, sand and <br />gravel rolled in 6-inch layers. <br /> <br />Ci) Semi - pervious material, graded from <br />clay, sand and gravel at inner slope- <br />to sand, gravel, cobbles and rock at <br />outer s ope. <br /> <br />"'J~ <br />82 ,~ <br /> <br />~ Crest EI. 8285, <br /> <br />I ~ ~ ., . ~ <br />"XIS nATION <br />PROFILE ON AXIS OF DIKE No. I <br /> <br />" <br /> <br />~",oo <br />8200 <br /> <br />\ II <br /> <br />t~~ <br /> <br /> <br />3' Rock riprip <br /> <br /> <br />Toe drain <br />DIKE No.2 MAXIMUM SECTION <br /> <br />~ \-.', <br />--~JI~-;:S ~. <br />DIKE No. ;] PLAN <br /> <br />~. "" <br />0.... <br />( .~~ <br />.,0. <br /> <br />"'DOl <br />0200 <br /> <br />~ <br /> <br />,....- Cresl EI. 8285 <br />I ~ ~,' , <br />. /0 <br />AXil STATlOIll <br />PROFILE ON AXIS OF DIKE No.2 <br /> <br />~ roo <br />, -: 0200 <br /> <br />..... <br /> <br /> <br />EI. 8234 <br /> <br /> <br />'0 <br />'" <br />+f UEI.8288 <br />Cobble and rock <br />CD 2:1 EI. 8273 <br /> <br />DIKE No, 4 MAXIMUM SECTION <br /> <br />EI. 8208 <br /> <br />DIKE No, ;] MAXIMUM SECTION <br /> <br />1501 <br />8200 ~ <br /> <br />F Crest EI. 8285 <br /> <br />~ <br /> <br />r~ <br />AXIl STATION <br />PROFILE ON AXIS OF DIKE No. ~ <br /> <br />J~ I <br /> <br />, <br />,. <br /> <br />~/ <br />.1. .1 <br /> <br />~"OO <br />~ 1200 <br /> <br />Granhy Dikes, Plan and Sections <br />