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<br />I <br /> <br />I <br /> <br />URBAN DRAINAGE AND <br />CITY OF BOULDER <br /> <br />FLOOD <br /> <br />CONTROL <br /> <br />DISTRICT <br /> <br />I <br /> <br />I <br /> <br />BOULDER <br /> <br />CREEK <br /> <br />FLOOD <br /> <br />HAZARD <br /> <br />AREA DELINEATION <br /> <br />I <br /> <br /> <br />''t-- <br /> <br />I <br /> <br />0:' <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />QI::"~\r' "-" <br />'" i(,OI 'I" ._~, <br />1:. ct;..I.. ". .,1. <br />I "_/'""-~,, .\1 I,.. <br />, .11. \. <br /> <br />I <br /> <br />I <br /> <br />I' . .:,.. 'J .' /r I' <br />, ' _ I' ]I~V' <br />--4 .. ;;; 1../ <br />/~ ;'-' -""--"" : ~. 8 01 <br /> <br />I f' '", :u. <br />I '. '\.' <br />I ';' MJ!'fIClpa~ i <br />~I G~f Course \. <br /> <br />\1ud>~ <br />, - <br /> <br />o <br />, <br /> <br />1000 <br /> <br />2000 <br /> <br />I <br /> <br />LEGEND <br /> <br />FLOOD WATER SURFACE ELEVATIONS AND FLOOD PLAIN BOUNDARIES ARE OFTEN REVISED <br />flY ROAD AND BRIDGE CONSTRUCTION, FLOOD PLAIN DEVELOPMENT, FLOOD CONTROL, <br />IMPROVEMENTS, OR NATURAL PROCESSES. PRIOR TO UTlLlZATfON OF THIS REPORT FOR <br />PLANNING OR DESIGN PURPOSES, THE USER IS ADVISED TO CONTACT THE URBAN <br />DRAINAGE AND FLOOD CONTROL DISTFjICT TO DETERMINE IF THE INFORMATION IN THIS <br />REPORT HAS BEEN AMENDED <br /> <br />SHEET INDEX <br /> <br />I <br /> <br />.~ <br />El <br />S <br /> <br />PLAN <br /> <br />CROSS SECTION LOCATION <br />AND IDENTifiCATION <br /> <br />Prepared By <br /> <br />SHEET NO, PLAN SHEETS ~1i~NQ,. PROFilE SHEETS <br />I OF 19 STA 1266+80 TO 1234+80 13 OF 19 STA, 101ltOO TO 1040+00 <br />2 OF 19 STA. 1234+80 TO 1203..20 14 OF 19 STA 1040"00 TO 1100*00, <br /> STA. 0*00 TO 19*00 <br />3 OF 19 STA, 1203 +20 TO 1181 *40 <br /> 15 OF 19 STA 1100*00 TO 1160*00, <br />4 (E 19 STA 1181+40 m 1161 + 10 STA 19+00 TO 63.00 <br />5 OF 19 STA 1161 +10 TO 1141 +30, 16 OF 19 STA 1160+00 TO 1220 + 00 <br /> STA 63+00 TO 55*00 <br /> 17 OF 19 STA 1220*00 TO 1268...20 <br />6 OF 19 STA. 1141.30 TO 1121 +30, <br /> STA, 55+ 00 TO 36+10 ..6FJDGE CROSSING SHEETS <br />7 OF 19 STA 1121"30 TO 1099+60, 18 OF 19 VALLEY VIEW RO. TO FOLSOM <br /> STA. 36+10 TO 17+10 FIELD BRIDGE <br />8 OF 19 STA 1099+60 TO 1080"00, 19 OF 19 STADIUM FOOTBRIDGE TO ARAPAHOE <br /> STA 17+ 10 TO 0+00 AVE. (CANYON MOUTH) <br />9 OF 19 STA. 1~~~80ToTOo.~68+80, <br /> STA <br />10 OF 19 STA 1078.80 TO 1069..70 <br />II OF 19 STA 1069.70 TO 1034*60 <br />12 OF 19 STA 1040+60 TO 1011+00 <br /> <br />I <br /> <br />100 YEAR FLOOD PLAIN LIMIT <br /> <br />REFERENCE LINE <br /> <br />100 YEAR DISCHARGE SHOWING FLOW <br />DISTRIBUTION IN CROSS SECTION <br /> <br />MULLER ENGINEERING CO"INC, <br />Consulting Engineers <br />1410 Vance St. <br />Lokewood. Colorado 80215 <br /> <br />CROSS SECTION FOR ARAPAHOE <br />AVENUE OVERFLOW <br /> <br />I <br /> <br />PROFILE <br /> <br />100 YEAR WATER SURFACE PROFILE <br /> <br /> <br />P <br />LARRY MULLE PE 'I- <br />A:;:;.. dI,<:~zjt" "';;"- <br />/7 j/ i'j .J><."'fi-;:~:?;:' <br />KEVIN G, STEWART P_E. :~':::t:.' '-:,/,~,:~_ <br />\~::, 19"31'0":>~ <br />'l;:-~(r!;> o..;~, <br />'~; ".:;:~:riL;\~:"\~'<'"'' <br /> <br />INDEX SHEET <br /> <br />I <br /> <br />CHANNEL THALWEG <br /> <br />I <br /> <br />I <br />~ <br /> <br />BRIDGE SUPERSTRUCTURE <br /> <br />( <br /> <br />CROSS SECTION LOCATION <br /> <br />I <br />