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<br />SEE WILLOW CREEK <br />SHEET we 2 <br /> <br />NOTE: THIS tlIWnNG IS A MASTER Pl..MWING SHEET <br />REPRESENnN6 PREUMlNARY AM) CONCEPruN.. <br />EN6I1EERJNG. IT SHALL HaT BE "ED FOft <br />CO..."..""", PURPOSES. <br /> <br /> <br />f- <br /> <br />~ <br />;' <br /> <br />f- <br /> <br />. <br />o <br />o <br />5 <br /> <br />o VC3-6D <br />5674.56 <br /> <br />f- <br /> <br />f- <br /> <br />. <br />o <br />o <br />o <br />a- <br /> <br />f- <br /> <br />. <br />o <br />~ <br />~ <br /> <br />o <br />o <br />o <br />~. <br /> <br />. <br />o <br />~ <br />5 <br /> <br />f- <br /> <br />~ <br />5' <br /> <br />. <br /> <br />8 <br />o <br />5 <br /> <br />. <br /> <br />f- <br /> <br />100 YEAR FLOOD BOUMOARY UNOER <br />EXISTING CONDITIONS AND WITH <br />PROPOSED IMPROVEMENTS <br /> <br />o <br />o <br />g <br /> <br />~ <br />~ . <br />~9 <br />~ " <br />(1)! <br />~ > <br />~ , <br />II! ' <br />0" <br />i> ., <br />0" <br />--1 ~ "', <br />r~~ <br />~ . <br />~ " <br />o <br /> <br />f- <br /> <br />0~C6;;.OI -+- <br /> <br />f- <br /> <br />~. -f--2"66.500€ <br />~ <br /> <br />o ;f <br />~~ <br />'f- <br /> <br />(00 YEAR WATER SURFACE UNDER <br />ExISTING CONDITIONS AND WITH <br />Ii CHANNELl PROPOSED IMPROVEMENTS _ <br />,....".------- <br />-- -- <br />---...::::-.::--t ~- <br /> <br />1-- <br /> <br />-+- <',166,000 ( <br /> <br />0~6~~65 <br /> <br />+ <br /> <br />-r-2.165.500( <br /> <br />TYPICAL EXISTING CHANNEL CROSS SECTIONS <br />STA. 0+00 TO STA.61"'OO <br /> <br />PLAN <br /> <br />,CO <br />1"'"""'1 <br /> <br />'" <br /> <br /><" <br /> <br />'" <br /> <br />10 :J 0 10 20 <br />SCAlE OF FEET <br /> <br />~, ~ <br /> <br />5660 <br /> <br /> <br /> <br />5680 <br /> <br />5680 <br /> <br />5670 <br /> <br />5670 <br /> <br />5660 <br /> <br />5650 <br /> <br />5650 <br /> <br />5630 <br /> <br /> <br />5640 <br /> <br />5640 <br /> <br />5630 <br /> <br />5620 <br /> <br />5620 <br /> <br />5610 <br /> <br />56 <br /> <br />5600 <br />0.00 <br /> <br />5600 <br /> <br />10+00 <br /> <br />20+00 <br /> <br />..,."., <br />PROFILE <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />ARAPAHOE COUNTY CITY <:K ENGLEWOOD DOUGLAS COLWTY <br />CITY OF CHERRY HILLS VILLAGE CITY <:K GREENWOOD VILLAGE <br /> <br />40+00 <br /> <br />50+00 <br /> <br />60<00 <br /> <br />PROJECT NO. 72 URB 23.1 <br /> <br />DRAWING NO <br />SHEET <br />OF <br /> <br />28 <br />Sol <br />1 <br /> <br />GROUND CONTROL SURVEY BY MERRICK 8 COMPANY <br />AERIAL PI-'OTOORAPHY BY MERRICK B COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK a COMPANY <br />C()\/TCUR INTERVAL 2' DATE Fl..OM\I 5-31-1972 <br /> <br />ENGINEER: <br />McCALL-ELLINGSON a MORRILL.INC. <br />CONSULTING ENGINEERS <br /> <br />OESIGNE[)D R-Y.O.L. DATE IV 15/72 <br />DRAWN G. L. F. DATE 12/22/ 72 <br />CHECKED R.B. DATE 1/5/73 <br />REVISED~DATE 5/1/74 <br /> <br />MAJOR DRAINAGEWAY PLANNING <br />LITTLE DRY CREEK <br /> <br />PLA N AND PROFILE-SPRING CREEK <br />STA. 0+00 TO STA. 61+00 <br /> <br />