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<br /> <br />~ THIS DRAWING IS A MASTER PLANNING SHFET <br />REPRESENTING PRELIMINARY AND CONCEPI'UAL <br />ENGINEERING. IT SHALL NOT BE USED FOR <br />CONSTRUCTlON PURPOSES. <br /> <br /><:/> <br /><0 <br />00 <br />, <br /> <br />. <br />00 <br />. <br />,. <br />.' <br /> <br />s/> <br /><, <br />00 <br />, <br /> <br />. <br />cPO <br />,. <br />.' <br />)< <br /> <br />)(s/> <br />~sO <br />0, <br /> <br />100 YEAR FLOOD eDUNDARY <br />UNDER EXISTING CONDITIONS <br />AND WITH PROPOSED <br />IMPROVEMENTS <br /> <br />---- <br /> <br />; ~KlO YEAR WArER SU"",CE UNDER <br />t CHANNEL EXISTING CONDITIONS AND WITH <br />PROPOSED IMPROVEMENTS <br />-" <br />~ ,~-- <br />--t-- <br />STA. 350+00 m STA.369+00 <br /> <br />+, <br /> <br />)< <br /> <br />,. <br />f <br /> <br />)< <br /> <br />,,' <br />~(,~,1" <br />" <br />)< <br /> <br />O. <br />~' <br />ie' <br />CO <br /> <br />(. CHANNEL <br /> <br />)< <br /> <br />\- <br />- <br /> <br />100 YEAR WATER SURFACE UNDER <br />EXISTING CONDITIONS AND WITH <br />PROPDSED IMPROVEMENTS <br /> <br />STA. 369+00 TO STA.381+oo <br /> <br />)< <br /> <br />TYPICAL EXISTING CHANNEL CROSS SECTIONS <br /> <br />~ <br /> <br />J <br /> <br />PLAN <br />::>on <br />SCALE OF FEET <br /> <br />'M <br /> <br />f;OO <br />, <br /> <br />10 5 0 10 20 <br />SCALE OF FEET <br /> <br />-, <br /> <br />5910 <br /> <br /> <br />5920 <br /> <br />5920 <br /> <br />5910 <br /> <br />5900 <br /> <br />5900 <br /> <br />5890 <br /> <br />5890 <br /> <br />5aso <br /> <br />5880 <br /> <br />5S70 <br /> <br />5870 <br /> <br />5860 <br /> <br />5860 <br /> <br />5850 <br /> <br />5850 <br /> <br />355+(>0 <br /> <br />360+00 <br /> <br />365+00 <br /> <br />370+00 <br /> <br />375+00 <br /> <br />380+00 <br /> <br />PROFILE <br /> <br />GROlINDCONTROl SURVEY BY MERRICI\ 8. CUMPANY <br />AERIAL Pl-lQTQGRAPHY BY MERRICK 8. COMPANY <br />TQPOGRAPHICMAPPING BY MERRICK B COMPANY <br />CONTOUR INTERVAL 2' DATE FL(JIM\j 5-31-1972 <br /> <br />ENGINEER: <br />McCALL- ELLINGSON a MORRILL ,INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNEDlMk!...IM;..DATE 12/15/72 <br />DRAWN K. D. DATE 12122/72 <br />CHECKED R. B. DATE 1/5/ 73 <br />REVISED R. f.e. DATE 5/1/ 74 <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 />MAJOR ORAINAGEWAY PLANNING <br />LITTLE DRY CREEK <br /> <br />PLAN AND PROFILE-WILLOW CREEK <br />STA. 355+00 TO STA. 3811'80 <br /> <br />PROJECT NO. 72 URB 23.1 <br /> <br />DRAWING NO. <br />SHEET <br />OF <br /> <br />27 <br />we6 <br />. <br /> <br />