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<br />E 1.456 000 <br />N 624,000 . <br /> <br />N 623,000 <br /> <br />N 622,000 <br /> <br />N 621,000 <br /> <br />N 620,000 <br /> <br /> <br />4493 <br /> <br />C-12-1 C-II-I C <br />-9-1 <br /> <br />C-12-2 C-II'2 C <br />-9-2 <br /> <br />C-II-4 C-9-4 C-8-4 <br /> <br /> <br />C-12-3 C-II-3 C- <br />9-3 C-8-3 <br /> <br />BASIS OF HORIZ <br />COLORADO STATE ON TAL CONTROL' THE <br /> <br />~RENOTJREACLTIZOONNE, LA:~:R~E CooRDI NATE SYSTEM <br />CON FORMAL CON 1 C ' <br />THE FOLLO~ING (U.S.C <br />TRIANGULATION ST .8 G. AND U.S GS) <br />ATIONS WERE US~D' . <br /> <br />BASIS OF VERTICA <br />AND U.S.G.S. SE~ ~~NTROL' U.S.C.8 G.S. <br />THE FOLLOWING VEL DATUM BASED ON <br />BENCHMARKS' <br /> <br />6750 <br /> <br /> <br /> <br /> <br />68'00 <br /> <br />DENSE TREES <br /> <br />ill <br />EB <br />ill <br />~ <br /> <br /> <br />1 0 <br />1260 <br />280 <br />A 1300 r <br />~~~ <br /> <br /> <br />MAP LIMIT <br /> <br />x <br /> <br />N 622,900 <br />E 1,458,896 <br /> <br />~ <br /> <br />~ <br />~~J <br />~ <br /> <br />N 622.882 <br />E 1,458,885 <br /> <br />- <br /> <br />---- - <br /> <br />N 622,610 <br />E 1,459,061 <br /> <br />1282 <br />6808.7 <br /> <br />ill <br /> <br />f-- <br />:2 <br />-l <br /> <br /><t <br />, <br />O"l <br />, <br />U <br />f-- <br />w <br />W <br />I <br />(I] <br /> <br />NAME <br />DRY HOLLOW <br /> <br />I <br />~ <br />:;0 <br /> <br />CASTLE <br /> <br />Q <br />~ <br />:2 <br /> <br />+ <br /> <br />ANTLER <br /> <br />6015 <br />N 621,827 <br />E 1,459.010 <br /> <br />N 621,968 <br />E 1,459,188 <br /> <br />NAME <br />RIFLE 2 <br /> <br />NEW CASTLE <br /> <br />LEGEND <br /> <br />HORIZ. CONTROL <br /> <br />VERTICAL CONTROL <br />ANALYTICAL CONTROL <br />PHOTO CENTER <br />SECTION LINE <br />CROSS SECTION <br />FENCE <br /> <br />SCATTERED TREES <br />BRUSH <br /> <br />DRAINAGE BASIN BOUNDARY <br /> <br />ORDER <br />2nd <br /> <br />COORDI NATES <br />x= 1,395,770.68 <br />y= 613,033.61 <br /> <br />2nd <br /> <br />x= 1:'132,094.8 1 <br />Y= 623,300.73 <br /> <br />2nd <br /> <br />x= 1,371,760.95 <br />y= 630,478.31 <br /> <br />ORDER <br />2 nd <br /> <br />ELEVATION <br />5319.199 <br /> <br />2nd <br /> <br />5747.82 <br /> <br />COMPILATION BY <br />METHODS FROM :,HOTOGRAMMETR IC <br />PHOTOGRAPHY TAKEN C.F. L. VERTI CAL AERIAL <br />JANUARY 12,1983. <br /> <br />f-- <br />:2 <br />...J <br /> <br />THIS MAP C <br />ACCURACY S~~~~~E:DS~ I TH <br /> <br />Q <br />~ <br />:2 <br /> <br />NATIONAL <br /> <br />MAP <br /> <br />BELL MAPPING <br />5 CO. <br />00 KALAMATH STREET <br />DENVER, COLORADO 80204 <br />(303) 629-0165 <br /> <br />+ <br /> <br />200 <br />I <br /> <br />SCALE IN <br />100 0 <br /> <br />400 <br />I <br /> <br />FEET <br />200 <br /> <br />CONTOUR INTERVAL - 2 <br />FEET <br /> <br />GLENWOOD <br />SPRINGS VICINITY <br />SOUTH CANYON CREEK <br /> <br />FLOOD PLAIN <br /> <br />MAP LIMIT <br /> <br />ffi 1283 <br />6913.4 <br /> <br />ffi <br /> <br />1273 <br />7021.2 <br /> <br />STUDY <br /> <br />PREPARED FOR <br />CITY OF RI FLE <br />AND TOWN <br />GARFIELD CO OF DEBEQUE <br />UNTY, COLORADO <br />IN COOPERATIO <br />COLORADO N WITH <br />WATER C <br />ONSERVATION BOARD <br />DENVER, COLORADO <br /> <br />JAN UARY 1983 <br /> <br />C -11-4 <br />