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<br />NORTH
<br />SCALE IN FEET
<br />100 5~ 0
<br />IIIIL.... __
<br />75 25
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<br />GIlOU~O CO~TIlOL SUIlVn BY
<br />AERIAL PHOTOGRAPHY BY
<br />TOPQGRAPHIC IIIAPP'tjG BY
<br />CONTOUR INTERVAl_ 2 FEEl
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<br />BELL MAPPING CO.
<br />DENVER,COLORADO
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<br />SEEDING ON e" TOPSOIL BASE
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<br />TOP OF DAM
<br />ELEV. 5367.0
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<br />30'
<br />
<br />PROPOSED NEW EMBANKMENT
<br />(IMPERVIOUS FilL) ~
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<br />--------- EXISTING EMBANKMENT
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<br />DATE fLOWN JUNE <0,1914
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<br />ELEV.5362.0
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<br />TOP OF EMBANKMENT
<br />ELEV. 5367.0
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<br />3
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<br />EXISTING DAM ELEV.
<br />_ APPROX. 5362.0
<br />
<br />12" CONCRETE LINING (WITH POSSIBLE SOD COVER)
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<br />~ ~~T A~ijO ~~t 0 -,.,
<br />""",- EAST END 5346.0
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<br />30' II
<br />
<br />TYPICAL SPILLWAY EMBANKMENT SECTION
<br />KELLY ROAD DAM
<br />PROPOSED IMPROVEMENTS
<br />NO SCALE
<br />
<br />TYPICAL SIDE EMBANKMENT SECTION
<br />KELLY ROAD DAM
<br />PROPOSED IMPROVEMENTS
<br />NO SCALE
<br />
<br />67
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<br />I. Delltnld TO Contain IQQ-yr SIOI"m EnnI
<br />"-Ilk Inflow 2950 CFS
<br />Flood VOlum. 380 AC-FT
<br />PIok ClvIflow ~o en
<br />yoll.... Stored 33~ AC-FT
<br />81ora" VOlume At The Cl'lIlIt '
<br />01 Emel'Qllncy Spillway 370 AC-FT
<br />(EIev. ~362.0l
<br />2.$pillway Will o..l~ To POll PM~
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<br />U S_ ARMY ENGINEER DISTRICT. OMAHA
<br />CORPS OF ENGINEERS OMAHA, NEBRASKA
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<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
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<br />MAJOR DRAINAGEWAY PLANNING
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<br />DENVER
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<br />Sheet No. 21. ~-
<br />
<br />
<br />
<br />
<br />SHEET
<br />19 OF 29
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