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N <br />0 <br />:, <br />00 <br />y' <br />fD <br />D. <br />A <br />N <br />C~ <br />• ~' <br />Slope = 2H:1V ~ 50' <br />~~ rJ <br />Unconsolidated Material <br />Slope = 2H:1V <br />4' High Berm <br />~~nP °°"°~.^~'.~ ~ ~ C@iTIRCATION <br />f~ p ~ Fl,%- ~; I certiy that I have reviewed this drawing and that <br />I ~~~-~ v ~_; ~ - ~ It was prepared under the supervlslon of a certified <br />I 1 ~ ~®~~ %~ ~ Professional engineer, geologist or land surveyor <br />~ u o <, i' rtvsisled by expert In a vadety of natural resource <br />9 c ~ rk.~-~ dbdplines. This Inforrnellon eordelned herein b <br />p ~ ac/~/ur~ate to the~e~s~l~of~my Imowledge end bellel. <br />~` ss%aNA~~~ y ~3 ~~ <br />-% <br />10~ Side Slope <br />Las Mlmes Courtly, Coloredo <br />10% SIDE SLOPE <br />~.~,., <br />FIGURE <br />2_05.3 <br /> <br />