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<br />4870 <br /> <br />'''''' <br /> <br />t-I <br />",~I <br />wt- <br />w=> <br />a:0 <br />Ua: <br />:::!C5 <br />CIl> <br />CIla: <br />QW <br />"-CIl <br />w <br />a: <br /> <br />-' <br />W< <br />a:Z <br />=>< <br />tiU <br />=>N <br />a: <br />t-O <br />CIlZ <br />Z>- <br />Qw <br />CIl-' <br />- a: w <br />WW <br />>a: <br />Ciel <br /> <br />"50 <br /> <br />"" <br /> <br />"oo <br /> <br />"20 . <br /> <br />: "-"T!'I' ~ <br />~"oo- Il-~' ~I <br />~ I I <br />~ "'0 ~ --1_ - --------1--- <br /><; I <br />-' . <br /> <br />0.. ' I <br />"60~-L-, - <br /> <br /><770 ~ ~---~~1'- <br />::;: " <br />I <br />I <br />- I --I <br />I <br />I <br /> <br />"60 <br /> <br />4750 <br /> <br />I <br /> <br />'" <br />.;. <br />~z <br />r-oo <br />I a: i= <br />uu <br />w <br />00 <br /> <br />4740 <br /> <br />"OO <br />172,000 <br /> <br />170,000 <br /> <br />, '--~-- C- -,' <br />++1 ::\ ; <br />, ~z i I <br />- ~Q I I <br />i I U~ I i I <br /> <br />-- --1-- <br /> <br />o I <br />< I <br />o I <br />a: ---r- <br />>- <br />t- <br />Z <br />=> <br />---0 <br />U <br />a: <br />w <br />::;: <br />a: <br />< <br />-' <br /> <br />160,000 <br /> <br /> , <br /> " 1 I <br /> W I <br /> Z U U <br /> t- t- <br /> ::::; Ei Ci <br /> >- >- - Z <br /> t- W 0 <br /> N Z Z t- <br /> O> o=> !:: < <br /> '" <0 <br /> >- Ou I_ w <br /> ;: a:o , ;: I <br /> I " ~u.j I w <br /> w <br /> w w z;: w a: <br /> t- => <br /> < a: ::> a:-t- <br /> t--U 01 ::> U <br /> 00 -' Ua: t- ::> <br /> Cii U a: <br /> w ::> t- <br /> OO ::;: a: 00 <br /> 0 a: t-- <br /> LL 00 Z <br /> < z Q <br /> -' <br />, o 00 <br />I - a: <br /> OO-W <br /> a: > <br /> w - <br /> > 0 <br /> I Ci <br /> <br />I <br />i <br /> <br />~ <br />~ <br /> <br />I <br />I <br />I <br /> <br />I~ <br /> <br />w <br />Z <br />::::; <br />I <br />U <br />t- <br />< <br />::;: <br /> <br />1 <br /> <br />~I <br /> <br />~I <br /> <br />1 ~I <br /> <br />~~I <br /> <br />~I <br />~ <br /> <br />~I <br />~I <br /> <br />I <br /> <br />--- -. <br /> <br />165,000 <br /> <br />~l_~l_ <br />I:: , I <br /> <br />Low Water Line as determined / <br />by Photog ram metric Survey <br /> <br />I <br /> <br />-r-- <br />::1 <br /> <br />~I~I ~I <br /> <br />~"""""')"'; <br />~I-=- <br />~I <br /> <br />~I <br /> <br />~I ~I <br />.--".... <br /> <br />~I- <br />I <br /> <br />T <br /> <br />'~---r- -- <br /> <br />-----' <br /> <br />i <br /> <br />--+ <br /> <br />I I I <br /> I I <br /> i I <br /> I <br /> 145,000 140.000 <br /> 150,000 <br /> <br />136,000 <br /> <br /><0 <br />,;, <br />~z <br />00 <br />a:- <br />uti <br />w <br />00 <br /> <br />-.-- <br /> <br />155.000 <br />DISTANCE IN FEET ABOVE MOUTH <br /> <br />LEGEND: <br /> <br />J'II <br /> <br />}STANDARD <br />- }INTERMEDIATE PROJECT <br />REGIONAL FLOOD FLOOD <br /> <br />NOTES: <br />1, For location of Cross Sections, <br />see Plates 4 & 5. <br />2, For Illustrated Cross Sections, <br />see Plates 16 & 17. <br />3. For flood elevations at the <br />reference points, see Table 8. <br /> <br />SOUTH PLATTE RIVER BASIN <br />FORT COLLINS TO GREELEY, COLORADO <br />CACHE LA POUDRE RIVER <br />PROFILE <br />u.s. ARMY ENGINEER DISTRICT, OMAHA <br />CORPS OF ENGINEERS OMAHA, NEBRASKA <br />OCTOBER 1975 <br /> <br />.....~... <br />:::;;;;::::::;;::: <br /> <br />I-Deck <br />Bridge <br /> <br />- Top of Waterway <br /> <br />N 1 - Reference Point <br /> <br />PLATE 10 <br />