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<br />EI,381000 <br />N644,000,- ~ <br /> <br />N643,000 <br /> <br />N642,000- <br /> <br />N641,000- <br /> <br />1,5283550' WEST <br />TO 2516 <br />N 640,09-0 <br />// 8876053' SOUTH <br />/' TO 2516 <br />//' <br /> <br />4209 <br /> <br />C -33-4 C-30-4 C-27-4 C-23.4 <br /> <br />C -33-3 C-30-3 C-27-3 C-23'3 C-21- 3 , <br />.~ <br />C-33'2 C'30-2 C-27-2 C-23-2 C-21-2 <br /> <br />C-33-1 C-30-I!C-27-1 C.23- I C-21-1 <br />I I I <br /> <br />SHEET INDEX north <br /> <br />LEGEND <br /> <br />~ HORIZ CONTROL <br /> <br />E8 VERTICAL CONTROL <br /> <br />ill ANALYTICAL CONTROL <br />~l <br />--y- PHOTO CENTER <br /> <br />\ <br /> <br />-~- SECTION LINE <br /> <br />I--- I CROSS SECTION <br /> <br />--- ~/-~ FENCE <br /> <br />~ <br />c~ ~) SCATTERED TREES <br />t..-=~:-v) BRUSH <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 />THE FOLLOWING (USC8. G AND USGS) <br />TRIANGULATION STATIONS WERE USED <br /> <br />NAME <br />DRY HOLLOW <br /> <br />ORDER <br />2nd <br /> <br />COORDI NATES <br />X = 1,395,77068 <br />y= 613,03361 <br /> <br />CASTLE <br /> <br />X= Ifl32,094 8 1 <br />Y= 623,300 73 <br /> <br />2nd <br /> <br />ANTLER <br /> <br />2nd <br /> <br />X= 1,371,76095 <br />y= 630,47831 <br /> <br />f- <br />2 <br />-.J <br /> <br />BASIS OF VERTICAL CONTROL US C 8. G S <br />AND US G S SEA LEVEL DATUM BASED ON <br />THE FOLLOWI N G BENCHMARKS <br /> <br />, <br /> <br />NAME <br />RIFLE 2 <br /> <br />ORDER <br />2 nd <br /> <br />ELEVATION <br />5319199 <br /> <br />~ \\ <br /> <br />NEW CASTLE <br /> <br />2nd <br /> <br />574782 <br /> <br />COMPI LA TION BY PHOTOGRAMMETR IC <br />METHODS FROM 6" C FL VERTICAL AERIAL <br />PHOTOGRAPHY TAKEN JANUARY 12,1983 <br /> <br />THIS MAP COMPLIES WITH NATIONAL MAP <br />ACCURACY STANDARDS <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 <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />S I L T vie I N I TY <br />NORTH S I DE DRAINAGE BAS IN <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 />MATCH SHEET C-33.2 <br /> <br />JAN UARY 1983 <br />