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<br />E 1,461,000 <br />N 632,000 <br /> <br />E 1,463,000 <br /> <br />~ <br />, <br /> <br />MATCH SHEET C- 9-1 <br /> <br />E 1,464,000 <br /> <br />I <br /> <br />N 631,000 <br /> <br /> <br />0<1. <br />'\ <br /> <br />6460 <br /> <br />" <br />,0 <br />c,' <br /> <br />~'\ <br />cf<'; <br />c,~ <br />~ <br />~ <br /> <br />ffi <br /> <br />1983 <br />5956.10 <br /> <br />f- <br />~ <br />-.J <br /> <br />0.. <br /><J: <br />~ <br /> <br />r ~O;--------- ___--::...:: <br />MAP LIMIT <br /> <br />+ <br /> <br />N <br />, <br /> <br />, <br />v <br /> <br />f- <br />w <br />W <br />I <br />(/) <br />I <br />V <br />f- <br /><( <br />::< <br /> <br />~ <br /> <br />6/50 <br />6200 <br />250 <br /> <br />ffi 1642 -.L <br />6235.33 I <br /> <br />+ <br /> <br />N 630,000 <br /> <br />s: <br />l> <br />lJ <br /> <br />r <br />s: <br />-l <br /> <br />N629,000 <br /> <br />1541 <br />6533.9 <br /> <br />+ <br /> <br />+ <br /> <br />ffi <br /> <br />MAP LIMIT <br /> <br />N 628,000 ~ <br /> <br />MATCH SHEET C-9-3 <br /> <br />E 1,465,000 <br />I <br />I <br /> <br />-t <br /> <br />+ <br /> <br />+ <br /> <br />& 2638 <br />6466.60 <br /> <br />s: <br />l> <br />lJ <br /> <br />r <br />s: <br />-l <br /> <br />4487 <br /> <br />/ <br /> <br />E 1,466,000 <br /> <br />C-/2-/ C.//./ (-9./ <br /> <br />C-12-2 C'II-2 C-9-2 <br /> <br /> <br />C-12-3 C-II-3 C-9-3 C-8-3 <br /> <br />(-11-4 C-9 - 4 C- 8- 4 <br /> <br />SHEET INDEX <br /> <br />north <br /> <br />LEGEND <br /> <br />& <br />EEl <br />ill <br />~ <br /> <br />HORIZ. CONTROL <br /> <br />VERTI CAL CONTROL <br /> <br />ANALYTICAL CONTROL <br /> <br />PHOTO CENTER <br /> <br />--- SECTION LINE <br /> <br />CROSS SECTION <br /> <br />x <br /> <br />FENCE <br /> <br />0'" <br />~ '-^.J-J] SCATTERED TREES <br />~ BRUSH <br />- ---- - DRAINAGE BASIN BOUNDARY <br /> <br />BASIS OF HORIZONTAL CONTROL' THE <br />COLORADO STATE PLANE CooRDI NATE SYSTEM, <br />CENTRAL ZONE, LAMBERT CON FORMAL CON I C <br />PROJECTION. <br />THE FOLLOWING (USC.e. G. AND U.S.G.S.) <br />TRIANGULATION STATIONS WERE USED' <br /> <br />NAME <br />DRY HOLLOW <br /> <br />ORDER <br />2nd <br /> <br />COORD I NATES <br />X = 1,395,770.68 <br />Y= 613,033.61 <br /> <br />CASTLE <br /> <br />2nd <br /> <br />x= 11'132,094.8 I <br />Y= 623,300.73 <br /> <br />ANTLER <br /> <br />2nd <br /> <br />x= 1,371,760.95 <br />Y= 630,478.31 <br /> <br />BASIS OF VERTICAL CONTROL' U.s.C. e. G.S. <br />AND U.S.G.S. SEA LEVEL DATUM BASED ON <br />THE FOLLOWING BENCHMARKS' <br /> <br />NAME <br />RIFLE 2 <br /> <br />ELEVATION <br />53/9.199 <br /> <br />ORDER <br />2nd <br /> <br />NEW CASTLE <br /> <br />2nd <br /> <br />5747.82 <br /> <br />COMPILATION BY PHOTOGRAMMETRIC <br />METHODS FROM 6" C.F.L. VERTICAL AERIAL <br />PHOTOGRAPHY TAKEN JANUARY 12, 1983. <br /> <br />THIS MAP COMPLIES WITH NATIONAL MAP <br />ACCURACY STAN DARDS. <br /> <br />BELL MAPPING CO. <br /> <br />500 KALAMATH STREET <br />DENVER, COLORADO 80204 <br />(303) 629-0165 <br /> <br />SCALE IN FEET <br />200 100 0 200 400 <br />I i <br /> <br />ffi <br /> <br />1551 <br />6269.9 <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />GLENWOOD SPRINGS VICINITY <br />SOUTH CANYON CREEK <br /> <br />FLOOD PLAIN STUDY <br /> <br />PREPARED FOR <br />CITY OF RI FLE. AND TOWN OF DEBEQUE <br />GA RF I ELD COUNTY, COLORADO <br />IN COOPERATION WITH <br />COLORADO WATER CONSERVATION BOARD <br />DENVER, COLORADO <br /> <br />C - 9-2 <br /> <br />JANUARY 1983 <br />