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<br />~ THIS DRAWING IS A MASTER PLANNING SHEET <br />REPRESENTING PRELIMINARY AND CONCEPTUAL <br />ENGINEERING. IT SHAl.L NOT DE USEO FOR <br />CONSTRUCTION PURPOSES. <br /> <br /> <br />SEE WILLOW CREEK <br />SHEET WC5 <br /> <br />-I" <br />. <br />~ <br />-0 <br />'!, <br /> <br />-I" <br /> <br />" <br />w <br />~ <br />~ <br /> <br />00' <br />'l..\'\!> <br /> <br />-I" <br />% <br />'. <br />'!, <br />. <br /> <br />-I" <br />% <br />-0 <br />'!, <br />. <br /> <br />-I" <br />. <br />~ <br />-. <br />o <br />o <br />. <br /> <br />. <br /> <br />. <br />'1, <br />-0 <br />o <br />o <br />. <br /> <br />. <br />~ <br />-'1> <br />o <br />. <br /> <br />00" <br />.l('l.~'2' <br />. <br />~ <br />-0 <br />'!, <br />. <br /> <br />00 YEAR FLOOD BOUNDARY UNDER EXISTING <br />CONDtTIONS AND WITH PROPOSED IMPROYEMENTS <br /> <br />o <br />~ <br /> <br />. <br />w <br />w <br />" <br />o <br /> <br />~ <br />o <br />j <br />j <br />~ <br /> <br />w <br />w <br />~ <br /> <br />w <br />z <br />3 <br />, <br />o <br />" <br />. <br />. <br /> <br />............ <br /> <br />1 100 YEAR WATER SUR <br />~ CHAHNEl1 (CONDITIONS AND W':PROPOSED <br />__ l/ I~ - <br />------t <br /> <br />.~ <br /> <br />"7.. . . <br /> <br />000 ~ <br />\,0. <br />-1"'. <br /> <br />'f <br />'" <br /> <br />.'( <br /> <br />TYPICAL EXISTING CHANNEL CROS':; SECTION <br />STA.O+OO TO STA.68+00 <br /> <br />10 !l 0 10 20 <br />SCALE OF FEET <br /> <br />.fbAt! <br /> <br />'" <br />!""""'l <br /> <br />'" <br /> <br />'" <br /> <br />'" <br /> <br />SCALE OF FEET <br /> <br />587 <br /> <br />5860 <br /> <br />5850 <br /> <br />5850 <br /> <br />5840 <br /> <br />5840 <br /> <br />5850 <br /> <br />5820 <br /> <br />58'10 <br /> <br />5810 <br /> <br />5800 <br /> <br />5800 <br /> <br />0>00 <br /> <br />5+00 <br /> <br />K>OO <br /> <br />15+00 <br /> <br />20+00 <br /> <br />25+00 <br /> <br />"""'" PROFILE <br /> <br />55+00 <br /> <br />40>00 <br /> <br />48+00 <br /> <br />GRQUNDCONTRQL SURVEY BY MERRICI( B. COMPANY <br />AERIAL PHOTOGRAPHY BY MERRICK 8. COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK B. COMPANY <br />COOTOOR INTERVAL 2' DATE FI..OM>J 5-31-1972 <br /> <br />ENGINEER: <br />McCALL-ELLINGSON a MORRlll,INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNEDD.R.-Y.D.L DATE 121 15172 <br />DRAWN k. D. DATE 12122/72 <br />CHECKED R. B. DATE ~,/!51 73 <br />REVISED~DATE 51 1/74 <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />ARAPAHOE COUNTY CITY OF ENGLEWOOD DOUGLAS COLNTY <br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOoo VILLAGE <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />PROJECT NO. 72 URB 23.1 <br /> <br />DRAWING NO. <br />SHEET <br />OF <br /> <br />29 <br />cc I <br />I <br /> <br />LITTLE DRY CREEK <br /> <br />PLAN AND PROFILE-COOK CREEK <br />STA.O+OO TO STA. 68+00 <br /> <br />