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<br /> <br />E 1,391,000 <br />N 636 000 .\\ l\ ' -~ <br />~~\\ <br />\\~ \ ;r- / ~ <br />,\\~/ , " <br />':::~" ~ ---=-- -~- ---- <br />\ ---..:~ <br />5626 ;;7""~ . <br />--~ <br />/==:1~- --- - ~~ "/ '. <br /> <br />T! ~ / , 56:10 .... ._-~ -- //'/ <br />'f - I /", ~ ~-==, ~.. /,/ <br />I . " ~. .... ."," ;" ";,, c." <br /> <br />MATCH SHEET C. 27- 2 <br />, /, <br /> <br /> <br /> <br />FOURTH STREET BASIN <br /> <br />- '\ <br /> <br /> <br />FIRST STREET BASIN <br /> <br />N 635,000 <br /> <br />+ <br /> <br />-~- <br /> <br />...,.. <br /> <br />-;-, <br />o <br />ro <br />. <br />u <br />f- <br />'" <br />'" <br />:r: <br /><f) <br />:r: <br />u <br />~I <br /> <br />N 634,000 <br /> <br />I <br /> <br />N 6.33,000 <br /> <br />-t <br /> <br />-+- <br /> <br />N632,000---- <br /> <br />L <br /> <br />..J <br /> <br />, , <br />\ <br /> <br />---r <br /> <br />I <br />- 1 <br /> <br />" \s.~"\'~ <br />" ......;j, \ \ \ ", <br />o '" \ " <br />0\ '" " <br />. . \ ' MI'TCh <br /> <br />" ,,\.. " " <br />. \ <cT C-25 <br />1'5\ 5h~~ <br /> <br />4199 <br /> <br />.E_1~~95 ,000 <br /> <br />1~-33-4IC-30A;C-27-4 c-23-41 <br />I C -33-{~30~27-3 C-23-3 C-21- 3 <br />C-33-2 C'30-2 c-27-2Ic-23-2 C-21-2 <br /> <br /> <br />C-3~1-~0-1 C 27 I-C-23- 1 C-21- 1 , <br />, I <br /> <br />1 <br /> <br /> <br /> <br />~ <br /> <br />SH EET INDEX <br /> <br />north <br /> <br />LEGEND <br /> <br />ffi <br /> <br />HORIZ CONTROL <br /> <br />EB <br />ill <br />* <br /> <br />VERTI CAL CONTROL <br />ANALYTICAL CONTROL <br />PHOTO CENTER <br /> <br />SECTION LINE <br /> <br />--I <br /> <br />CROSS SECTION <br />FENCE <br /> <br />- ----/- <br /> <br />~ <br />c, '^-^ ) <br /> <br />SCATTERED TREES <br /> <br />( , <br />, <br />.~. <br /> <br />BRUSH <br /> <br />---- <br /> <br />DRAINAGE BASIN BOUNDARY <br /> <br />BASIS OF HORIZONTAL CONTROL THE <br />COLORADO STATE PLANE CooRDI NATE SYSTEM <br />CENTRAL ZONE, LAMBERT CONFORMAL CONIC ' <br />PROJECTION <br /> <br />THE FOLLOWING (U s C 8. G AND US G S <br />TRIANGULATION STATIONS WERE USED <br /> <br />- <br />. <br />ro <br />(~ <br />. <br />I U <br /> <br />NAME O~DER COORDI NATES <br />DRY HOLLOW 2nd X = 1,395,77068 <br /> Y= 613,03361 <br />CASTLE 2nd x= lil32,094 8 1 <br /> Y= 623,300 73 <br />ANTLER 2nd x= 1,371,76095 <br /> Y= 630,47831 <br /> <br />f- <br />'" <br />'" <br />:r: <br /><f) <br />:r: <br />U <br />f- <br /><l <br />::; <br /> <br />+ <br /> <br />BASIS OF VERTICAL CONTROL US C S. G S <br />AND US G S SEA LEVEL DATUM BASED ON <br />THE FOLLOWING BENCHMARKS <br /> <br />NAME <br />RIFLE 2 <br /> <br />ORDER <br />2 nd <br /> <br />ELEVATION <br />5319199 <br /> <br />NEW CASTLE <br /> <br />2nd <br /> <br />574782 <br /> <br />COMPILATION BY PHOTOGRAMMETR IC <br />METHODS FROM 6. C FL VERTICAL AERIAL <br />PHOTOGRAPHY TAKEN JANUARY 12, 1983 <br /> <br />THIS MAP COMPLIES WITH <br />NATIONAL MAP <br />ACCURACY STANDARDS <br /> <br />+- <br /> <br />BELL MAPPING CO. <br /> <br />500 KALAMATH STREET <br />DENVER, COLORADO 80204 <br />(303) 629-0165 <br /> <br />200 <br />I <br /> <br />SCALE IN <br />100 0 <br /> <br />400 <br />J <br /> <br />FEET <br />200 <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />S I L T <br />NORTH S I DE <br /> <br />vie I N I TY <br />DRAINAGE BAS IN <br /> <br />FLOOD PLAIN STUDY <br /> <br />----.L <br /> <br />--..J <br />C 27 I <br /> <br />PREPARED FOR <br /> <br />CITY OF RI FLE AND TOWN OF DEBEQUE <br /> <br />GA RF I ELD COUNTY, COLORADO <br /> <br />IN COOPERATION WITH <br /> <br />COLORADO WATER CONSERVATION BOARD <br /> <br />DENVER, COLORADO <br /> <br />JANUARY 1983 <br />