Laserfiche WebLink
<br /> <br />DESIGN DATA <br /> <br />'7, <br /> <br />NOTE: I. THIS IS A PRELIMINARY ENGINEERING <br />PLANNING DRAWING AND SHOULD NOT BE USED <br />FOR CONSTRUCTION PURPOSE. <br /> <br />2. CHANNEL IMPROVEMENT IS SUGGESTED AS <br />SHOWN. <br /> <br />,,01'00 ~ <br /> <br />.'?, <br /> <br />\ <br /> <br />T.O.OQO~ <br /> <br />", <br /> <br />/ ""on <br />! <br />! <br />I 'i ,i.f <br />') \ <br />/-- \ Ii{" \ <br />:~:::J<l ( ,I: <br />~J l( <br />-I' <br />70" I " <br />/1'\ 1\' -........ <br />\ \ \l~ ..-.- <br />~\J I <br />I <br />1\ I <br /> <br /> <br />CHANNEL REACH <br />01 SCHARGE <br />BED WIDTH <br />DEPTH <br />VElOCITY <br />BED SLOPE <br />SIDE SLOPE <br /> <br />STATION 157+15 TO 163+60. <br />7400 CFS <br />9.' <br />7.0' <br />8.!S'/SEC. <br />0.0040 <br />4H: IV <br /> <br />PROPOSED IMPROVEMENTS <br /> <br />I. STR UCTURAl <br /> <br />I. PROVIDE A BRIDGE WITH TWO SPANS UNDER <br />104 TH AVENUE. <br />2. PROVIDE A CBe BRIDGE UNDER I-76. <br />3. PROVIDE A BRIDGE WITH TWO SPANS UNDER <br />HAVANA STREET. <br /> <br />CHANNEL REACH STATION 164+00 TO 170+ 60 <br />DISCHARGE 7400 CFS <br />BED WIDTH 85' <br />DEPTH 8.0' <br />VELOCITY 7.9'/SEC. <br />BED SLOPE 0.0030 <br />SIDE SLOPE 4H: I V <br /> <br />Jr. CHANNEL <br />REACH BETWEEN STATIONS 157+15 TO 163+60. <br />REACH BETWEEN STATIONS 164+00 TO 170+60. <br />REACH BETWEEN STATIONS 174+00 TO 187+60. <br /> <br />CHANNEL REACH STATION 174+00 TO 187+60 <br />DISCHARGE 7600 CFS <br />BED WIDTH 100' <br />DEPTH 7.0' <br />VELOCITY 8.2 '/SEC. <br />BED SLOPE 0,0037 <br />SIDE SLOPE 4H: IV <br /> <br />SEE DESIGN DATA. <br /> <br />," <br />"0,".,.---,,0 <br /> <br />",,---.-/ ~ )\' o,\\~ <br />)"';: ~~;'-'-'j 1\\\ 0 \I~ <br />.ilP:./ 1 "I \-- .~". <br />"". 0'" -:r.""'-<i /( I ~ <br />"_"' Q j/ "'00' <br />'/_:!_C~500 <br />'0'.'.,...-::;:;..__--- ",,,,, <br />'''',- <br /> <br />-..--- <br /> <br />,...000 ~ <br /> <br />100 YEAR FLciolr-fl-LAIN LIMIT <br />UNDER FUTURE CONOfT1QNS <br />WITHOUT IMPRovEMENTS <br />-""-WffH--thW6P.'!'~.ME.~~~ <br /> <br />_./ <br /> <br />,"0".' <br /> <br />""--- <br /> <br />.J j//' <br />/~_ ~0~-=-~-=-YiIP <br />--:-.-::--=- [~!!!E~::--- ~~Cf;:-- <br /> <br />"00'.0 <br /> <br />..-/ <br /> <br />'''0'" <br /> <br />",- ~~ <br /> <br />'\ <br />. <br /> <br />,// - <br />( (- C::---=,-,:,:,-:::::::=::-:: <br /> <br />'"' <br /> <br />"",,\) <br /> <br />INE JOINS gJM1NING. A <br /> <br />SCALE OF FEET <br />200 100 0 200 ~OO <br /> <br />1~~1'0~ ~ .' <br /> <br />." <br /> <br />GROUIIO COIHIlOL SURVEY9Y MERRICK a COIllPANY <br />AERI,I.L PHOTOGRA,PHV 9'1 MERRICl(8 COMP/l,NY <br />TOPOGRAPHIC MAPPING BY MERRICK8COMPANV <br />CONTOUN INTERVAL _~ DUE F~OWN '~~'p.-n .....13 <br /> <br />ENGINEER: <br /> <br />nESIGNEO~OATE <br />O~AWN_~DATE <br />C~ECKEO_OATE <br />REVISEO~DATE~-7-77 <br />REVISED OATE__ <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />ENGINEERING CONSULTANTS,INC. <br />DENVER, COLORADO <br /> <br />CITY OF AURORA <br /> <br />ADAMS COUNTY <br /> <br />ARAPAHOE COUNTY <br /> <br />FIRST CREEK <br /> <br />PLAN <br />FIRST CREEK <br />STATION 157+ 15 TO 206-1:25 <br /> <br />DRAWING NO. IZ B <br />