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<br />" <br /> <br />t' <br /> <br />" <br /> <br />r. <br /> <br />~.~. <br />iibi:i0.""'G",:"",.,~ M,.,"' ,'" <br /> <br />~ <br /><0 <br />x <br />'" <br />6 <br />'" <br />" <br />.;:: <br />~ <br />+> <br />-" <br />"" <br />'ii <br />I <br /> <br />;::;a <br />C. <br />t~" <br />c.fIa <br />c;;) <br />I.... <br /> <br />Excavate <br />Eroding Bank, <br />Reshape to 2:1 Slope <br /> <br /><;> <br />t<'l <br /> <br /> <br />" Mean High Water <br /> <br />Thickness 36" <br /> <br />~~~\7 <br /> <br />Note: <br />Height of revetment blanket shail be to <br />top of bank or 10-year flood elevation, <br />whichever is less. <br /> <br />Base of Bank Protection <br /> <br />Figure 2-8 - TyPical Section. Rlprap Revetment <br />