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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />5. Outlet, Maximum, and Typical Cross Sections of Dam (continued) <br /> <br />ED2 Upstream slope M01&HOl Outlet pipe slope, <br /> length and diameter <br />ED2 Downstream slope n/a Cutoff trench depth <br /> and wi dth <br />ED3&ED4 Riprap thickness ED2 Crest slope <br />ED3&ED4 Bedding thickness n/a Location cutoff collar <br />FDR-28,33 Computed wave height ED2-ED4 Embankment zones <br />ED2-ED6 Additional sections for ED2-ED5 Toe drain, drainage <br /> special construction blanket, and chimney <br /> drain <br /> <br />6. Longitudinal Section Through Dam (Profile) <br /> <br />ED2 <br /> <br />Crest elevation <br /> <br />GIl <br /> <br />Drill holes and test <br />pit locations <br /> <br />n/a <br /> <br />Cutoff trench <br /> <br />GI1&GI2 Soils logs on profile <br /> <br />ED2 <br /> <br />Stationing <br /> <br />n/a <br /> <br />Cambe r <br /> <br />7. Outlet Conduit <br /> <br />~101-M04 : <br />H01-H04 Diameter <br /> <br />Capacity curve with <br />equation(s) <br /> <br />FDR-44-45 Maximum velocity <br />(f1.W. L.) <br /> <br />Gl <br /> <br />MOl; HOl Length <br /> <br />M01&M02; <br />HO&H02 Slope <br /> <br />MOl-M04 ; <br />H01-H04 Material <br /> <br />~101 ;HOl Gage or cl ass <br /> <br />ED3&ED4 Trenching and structural <br />backfill details <br /> <br />M02;H02 Vented <br /> <br />M01-~102 ; <br />H01-H02 Bedding <br /> <br />FDR-44-45 Cavitation <br /> <br />21 34H/8 <br />