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<br /> <br />EXISTING <br />CHANNEL <br />ELEVATION <br />IfT.1 <br />5650.1 <br /> <br />LOW <br />CHORD <br />ELEVATION <br />IfT.I <br /> <br />LDCATION <br />8 TYPE OF <br />STATION IMPROVEMENT <br /> <br />ROADWAY BRIDGE <br />ELEVATION (FT.) OPENING <br />OVER BRIDGE AREA{FT.~- <br /> <br />t1I/ERT <br />ELEVATION <br />IFT.1 <br /> <br />NOTE: This dra.....ing ;1 a miller planning shHt <br />representing prlliminlry Ind concepl\lll <br />&ngineerlng. It shill nOl be L1sed for <br />COnlltructionpurp<llM'l. <br /> <br />(:k~ <br />~'-~ <br /> <br />H!W flOX OJl...VE <br />I BARREl liD <br />6'H.JI2'W. <br />~':t.~~a <br />(EXIST .OK et.tnl'I'T <br />~~~~ ! <br /> <br />S. <br />UHI~ie~TY <br /> <br />!1660..0 I U. 565M 5649.0 <br />(C)(!S!:.W (C)(!$T. S'S,U) (DtISr. S6SGl) <br /> <br /> <br />o <br />o <br />o <br />o <br />e <br />. <br />. <br /> <br />" .. <br /> <br />'CALE ffi <br />I SO <br /> <br />Ii RFr <br /> <br />100 YEAR FLOOD PLAIN LIMIT <br />EXISTING CHANNEL ~DIT10NS <br />(WEIR FLOW) <br /> <br />.--..-. <br /> <br />) <br />, <br />o <br />o <br />". <br />" <br />e <br />. <br /> <br />.' <br /> <br />00 <br /> <br />I <br /> <br />o <br />o <br />o. <br />e <br />e <br />. <br />. <br /> <br />...--- <br /> <br />4_74 <br />~ <br /> <br />--~_.:<.>'"- <br />--::-.-;~;:>. <br /> <br />II <br />II <br />IOOYR.FLOOOWAT€"SU"F"ACE ti. <br /> <br />"----. <br /> <br />'.5680.7\ <br /> <br />'. . <br />... "- <br /> <br />" <br />, <br /> <br />---- <br /> <br />o <br />o <br />o <br />< <br />c <br />., <br />" <br /> <br />, " <br />,:>675.86 <br />.6 <br /> <br />000 <br />L 1,\,:>2, <br /> <br />TYPICAL CHANNEL CROSS SECTION <br />STATION 340+00 to 364+05 <br /> <br />FLOOD PLAIN LIMIT <br />CHANNEL CONDITIONS <br />4_,:>B <br />.5653,\6 <br /> <br />=t= <br /> <br /> <br />. <br /> <br />OFIL <br /> <br />'''0 <br /> <br />.110 <br /> <br />- <br /> <br />~- EO <br /> <br />...0 <br /> <br />...0 <br /> <br />.- <br /> <br />. <br /> <br />L. <br /> <br />"40 <br /> <br />..40 <br /> <br />..ao <br /> <br /> '''0 <br /> ...0 <br />" "'0 <br />. <br /> ..00 <br />1 <br /> ...0 <br /> 1110 <br /> <br /> <br />"'0 <br /> <br />"'0 <br /> <br /> <br />1100 <br /> <br />~ <br /> <br />..80 <br /> <br /> <br />..80 <br /> <br />---; <br /> <br />IIlIANCH '1 <br />BIG DRY CREEK <br />STA.34O+OO to 3'_' <br /> <br />TOPOGRAPHY BY PHOTOGRAMMETRIC <br />METHOOS FROM AERIAL PHOTOGRAPHY <br />T'aKEN OCTOBER I, 1973 <br />BElL MAPPING CO. <br />CONTOUR INTERVAL: 2' <br /> <br />L..-..'14.._OOl.... <br /> <br />DESIGNED~DATE~ <br />DRAWN ti7Y DATE 1~.Z.5.U <br />CHECKED ICbJ DATEl:l-...."74- <br />REVISED__DATE <br /> <br />~ENGINEERS"'RCHITECTSPlANNERS <br /> <br />MAJOR ORAINAGEWAY <br />BIG DRY <br /> <br />MASTER PLAN <br />CREEK <br /> <br />URBAN DRAINAGE AND FLOOD CONTROl DISTRICT <br />ENGLEWOOD. LITTLETON' GREENWOOD VILLAGE' ARAPAHOE COUNTY. OOUGLAS COUNTl <br /> <br />SHEET 37 <br />OF 3'1' <br />