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<br /> <br />100 YEAR FLOOD BOUNOARY UNOER EXISTING <br />CONDITIONS AND WITH PROPOSED IMPROVEMENTS <br /> <br />NOTE: THIS DRAWING IS A MASTER PLANNING SHEET <br />REPRESENTING PRELIMINARY AN) CONCEPTUAL <br />ENGINEERING. IT SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES. <br /> <br />1- ~.1i'3 <br />,soo ~ <br /> <br />?Ii''1.S00 <br />, <br /> <br />. <br />It <br /> <br />~. <br />~ <br />l"'~ <br /> <br />-!- <br /> <br />-!- <br /> <br />. <br />o <br />o <br />l <br /> <br />-!- <br /> <br />'ji, <br /> <br />o <br /> <br />PLAN <br />~oo <br />SCALE OF FEU <br /> <br />.00 <br /> <br />'i'" <br /> <br />~[;H <br /> <br />IOOY <br />CO <br /> <br /><L <br /> <br />i. CtlANRE <br />....J_ <br /> <br />1:- -- <br /> <br />5770 <br /> <br />--+ <br /> <br />----{ <br /> <br />5770 <br /> <br />j'r <br /> <br /> <br />-.! <br /> <br /> <br />5760 <br /> <br />5760 <br /> <br /> <br />-. .;-- <br /> <br />2-") <br /> <br />---=-r-- <br /> <br />iFs'FA. ~ <br /> <br />.~_L-" u <br />, <br /> <br />.:.L <br /> <br />-T"' <br /> <br /> <br />-to <br /> <br />5750 <br /> <br />5750 <br /> <br />5740 <br /> <br />A, . -9+00::- <br /> <br />5740 <br /> <br />~-- <br /> <br />~ <br /> <br />5730 <br /> <br />---Hi'--' <br /> <br />5730 <br /> <br />=to <br /> <br />_ ::.J-.__ <br />--- !-- <br /> <br />5720 <br /> <br />5720 <br /> <br />5710 <br /> <br />5710 <br /> <br />~ <br /> <br />5700 <br /> <br />5700 <br /> <br />22.0+ 00 <br /> <br />225+00 <br /> <br />245+00 <br /> <br />255+00 <br /> <br />260+00 <br /> <br />265+00 <br /> <br />270+00 <br /> <br />275+00 <br /> <br />280+00 <br /> <br />230+00 <br /> <br />235+00 <br /> <br />240+00 <br /> <br />250+00 <br />PROFILE <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAF\\HOE COUNTY CITY OF ENGLEWOOD OOUGLAS COUNTY <br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOOD VILLAGE <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />GROUND CONTROL SURVEY BY MERRICK 8 COMPANY <br />AERIAL PHOTOGRAPHY BY MERRICK 8 COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK 8 COMPANY <br />CONTOUR INTERVAL 2' DATE FLOWN 5-31-1972 <br /> <br />ENGINEER: <br />McCALL-ELLINGSON a MORRILL,INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNEDD.R_-Y.O.L. DATE 12/15/72 <br />DRAWN K.M. DATE 12/22/72 <br />CHECKED R.8. DATE 1/5/73 <br />REVISED R.E.C. DATE 5/1/74 <br /> <br />LITTLE DRY CREEK <br /> <br />PLAN AND PROFILE-WILLOW CREEK <br />STA. 220+00 TO STA. 280+00 <br /> <br />PROJECT NO. 72 URB 23.1 <br /> <br />DRAWING NQ <br />SHEET <br />OF <br /> <br />25 <br />WC4 <br />. <br /> <br />