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i <br />i <br />i <br />i <br />i <br />i <br />i <br />i~ <br />I <br />I~ <br />to <br />Id <br />J <br />~~ <br />~~.... 13 <br />~..... <br />~...., <br />\ \ ~ ~ Geotextile reinforcenent wrapped <br />~ ~~~~...,, I at both faces as specified in notes <br />~ ~~~~..,, Conpncted backfill naterinls i <br />,yh~ 1 ~ '~~~ ns specified in notes <br />6' ~ <br />Sao P \ 1.5 ~ .. f ~ Min <br />9nQaP \ \ \ ... kig figs SioPp U~ ~ I 0 <br />d i x <br />~ ~ ~ >s a <br />~ c I o <br />~ \ '+u-+ ~ 3' Min between geotextile fabric <br />~ ~ ~ t ....8,,.... ~ ~ <br />.... ~.... 1.5 <br />~ \+ Min ~ <br />Q' Max height \ ~ ~'aAP t 1' ---~ MQ <br />for 1~1 slope ~ ~~ I 7- t• +,~h t <br />~ 1~T- Q~ <br />1 ~~`O 4 9tiQ Conpncted backfill nnterinls <br />~ ~ ~- ~P in front of bern as specified in <br />~ ti rode 3' Min <br />tA1n g\oPe g overlap <br />front <br />and <br />back sides <br />1' Vertical spacing <br />between <br />10' Min 9' Min reinforcenent <br />Field fit ninirlun 5% grade to ditch width base of <br />end of bern for drainage. MSE bern <br />(Drainage details by others) ~ <br />~ Clear foundation of <br />~ unsuitable naterial + grub <br />I <br />Sheet Revision Proj«t No./nOCe: <br />Temporary Rock ate ~:~i~mw ¢h«~ ~: Typical Cross Section za-oo9 ~~ Yeh and Associates, Inc. <br />Consulting Geotechnical Engineers <br />Catchment Design MSE Berm <br />Bowie Mine #2 420 Seventh Street, Suite 100 Phone: (970)384-1500 <br />1855 Old Highway 133 Proj«e: oro-^ of Glenwood Springs, CO 81601 Fax: (970)384-1501 <br />Paonia, CO ~ iiguro No.: <br />Rock Catchment Deli IBS 5700 E. Evans Ave. Phone: 303 781-9590 <br />Dote: cn«Yea er 3 of 4 ( ) <br />February 12, 2004 RAP Denver, CO 80222 Fax: (303)781-9583 <br />