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<br /> <br />~ <br />" <br />'J <br /> <br />. <br />00 <br />o <br />0' <br />0' <br />X <br />e <br />'~Cl'<$' <br />" <br />00 <br />c <br /> <br />e, <br />". <br />'0 <br />'0 <br />c <br /> <br /><.'/<1'.,9 <br />'.,1% <br />c <br /> <br />. <br />0'" <br />", <br />o <br />X <br /> <br />e <br />'/"0 <br />'0 <br />% <br />c <br /> <br />e <br />0/">0 <br />-soo <br />C . <br />100 YEAR FLOOD 9OlJIilOARY UNDER 0 <br />EXISTING CONDITIONS AND WITH I>rf' <br />PROPOSED IMPROVEMENTS CJ <br />X <br /> <br />. <br />'\. ",.pO <br />~b'" <br />" <br />" <br />" <br />" <br />" <br />~';;:'.::::,..:::;, <br />5;;>/0 .::::,._ <br /> <br /><'.'/~ <br />"00 ~, <br />~~co~ <br />~..,..,. <br /> <br />e <br />0/",., <br />-0 <br />00 <br />C <br /> <br />NOTE: THIS DRAWING IS A MASTER PLANNING SHEET <br />REPRESENTING PRELlMINARYANO CONCEP"'"l.lAL <br />ENGINEERING. IT SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES. <br />f- <br /> <br />5660 <br /> <br />X <br /> <br />'00 <br />- <br /> <br />o <br /> <br />PLAN <br />= <br /> <br />~ <br /> <br />.f(-~ <br />~{/, <br /> <br />X <br /> <br />.00 <br /> <br />~ <br />, <br /> <br />SCALE OF FiiET <br /> <br />t <br /> <br /> <br />".-' t :~- :: <br /> <br />5700 <br /> <br />5700 <br /> <br />--1- <br /> <br />; <br />---I <br />~-- <br /> <br />"} <br /> <br />5690 <br /> <br />....1. <br /> <br />'Sl'A, <br /> <br />":S.JJ\.;..J:5 :to <br /> <br />-{:- <br /> <br />1- <br /> <br />5690 <br /> <br />5680 <br /> <br />___:_CE::: <br /> <br />5680 <br /> <br />r <br /> <br />-, <br />:}_: <br />E <br /> <br />-! <br />'-! <br /> <br />5660 <br /> <br /> <br />L <br /> <br /> <br />5670 <br /> <br />5670 <br /> <br />-j-u__ <br />+- <br /> <br />5660 <br /> <br />----0 <br /> <br />5650 <br /> <br />5650 <br /> <br />5640 <br /> <br />5640 <br /> <br />5630 <br /> <br /> <br />5630 <br /> <br />145+00 <br /> <br />150+00 <br /> <br />155+00 <br /> <br />160+00 <br /> <br />185"'00 <br /> <br />+ 17&+00 <br />PROFILE <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAPAHOE COUNTY CITY OF ENGLEWOOD IJOUGLAS COUNTY <br />CITY OF ClERRY HILLS VILLAGE CITY OF GREENWOOD VILLAGE <br /> <br />r70+00 <br /> <br />180"'00 <br /> <br />186+00 <br /> <br />190+00 <br /> <br />195+00 <br /> <br />200+00 <br /> <br />205 +00 <br /> <br />208-<00 <br /> <br />GROUND CONTROL SURVEY BY MERRICK 8 COMPANY <br />AERIAL PHOTOGRAPHY BY MERRICK 8 COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK a COMPANY <br />CONTOUR INTERVAL 2' DATE FLOWN 5-31-1972 <br /> <br />ENGINEER: <br />McCALL-ELLINGSON a MORRILL ,INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNEDDR.-'tO.L DATE 12115/72 <br />DRAWN A W W DATE 12/22/72 <br />CHECKED R.B. DATE 1/5/73 <br />REVISED R. E,C. DATi. 5/ 1/74 <br /> <br />MAJOR ORAINAGEWAY PLANNING <br />LITTLE DRY CREEK <br /> <br />PLAN AND PROFILE-WILLOW CREEK <br />STA. 145+00 TO STA,220+00 <br /> <br />PRO..JECT NO. 72 URB 23.1 <br /> <br />DRAWING NO. <br />SHEET <br />OF <br /> <br />24 <br />we 3 <br />6 <br /> <br />