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<br /> <br />NOTE: THIS DRAWING IS A MASTER PLANNING SH <br />- REPRESENTING PRELIMINARY AND CONCEPTUAL <br />ENGINEERING. IT SHALL NOT BE USED FOR <br />CONSTRUCTION PURPOSES. <br /> <br />1- <br /> <br />, <br />Ii <br />o <br />;j <br />100 YEAR FLOOD BOUNDARY../'''iUNDER <br />EXISTING CONDITIONS AND WITH <br />PROPOSED IMPROVEMENTS . <br /> <br />, <br />~ <br />,- <br />. <br /> <br />1- <br /> <br />~ <br />~- <br />~ <br />-f..S.)S <br />.000 " <br /> <br />) <br /> <br />1--5055 <br />.000 " <br />100 YEAR WATER SURFACE <br />UNCal EXISTING CON:llTlONS <br />AND WITH PROPOSED <br />IMPROVEMENT:",- <br />-- - <br /> <br />---l --.),f./CJJ /~ <br />I //. <br />rt:- Il CHANNEL ....... / <br />'!:. CHANNEL ~ 1~~ V:AR 'o\KfER SURFACE UNDER EXISTING CONDITIONS <br />~ITH PROPOSEO IMPROVEMENTS <br />~~ ~:_--~- <br /> <br />STA. 72+00 TO STA 105+00 STA.I05+00 TO STA.200+00 <br />TYPICAL EXISTING CHANNEL CROSS SECTIONS <br /> <br />PLAN <br /> <br />1-- <br /> <br /> <br />'" <br />P"'"""'I <br /> <br />'" <br /> <br />400 <br /> <br />we <br /> <br />1050 10 <br />SCAt.EC*fEET <br /> <br />" <br /> <br />SCALE OF FEET <br /> <br />5550 <br /> <br />5650 <br /> <br />5540 <br /> <br />5640 <br /> <br />5530 <br /> <br />5630 <br /> <br />5520 <br /> <br /> <br /> <br />5620 <br /> <br />5510 <br /> <br />5610 <br /> <br />5500 <br /> <br />5600 <br /> <br />5490 <br /> <br />5590 <br /> <br />5470 <br /> <br /> <br />5580 <br /> <br />5480 <br /> <br />75+00 <br /> <br />80+00 <br /> <br />85+00 <br /> <br />.""'0 <br /> <br />100+00 <br />PROFILE <br /> <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />ARAPAHOE COUNTY CITY OF ENGLEWOOD DOUGLAS COUNTY <br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOOD VILLAGE <br /> <br />85+00 <br /> <br />105+00 <br /> <br />557" <br /> <br />110+00 <br /> <br />115+00 <br /> <br />120+00 <br /> <br />GROUND CONTROL SURVEY BY MERRICK 8 COMPANY <br />AERIAL PHOTOGRAPHY BY MERRICK 8 COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK 8 COMPANY <br />CQNTQJR INTERVAL ~ DATE FUJM'IJ 5-31-1972 <br /> <br />ENGINEER: <br />McCALL-ELLINGSON a MORRILL ,INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNED~DATEI2I15/72 <br />DRAWN L A.W. DATE 12122/72 <br />CHECKED R. B. DATE 1/5/73 <br />REVISED R.E.C. DATE 5/1/74 <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />LITTLE DRY CREEK <br /> <br />PLAN AND PROFILE-BLACKMER GULCH <br />STA.72+00 TO STA. 120+00 <br /> <br />PRO..rECT NO. 72 URB 23.1 <br /> <br />DRAWING NO. <br />SHEET <br />OF <br /> <br />20 <br />BG2 <br />2 <br /> <br />