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<br />8ASIS OF HORIZONTAL
<br />COLORADO STATE CONTROL' THE
<br />SYSTEM, CENTRAL PLANE COORDINATE
<br />~~~~~RPROJECTION.Z~~? L/MBERT CONFORMAL
<br />WERE US~SDGS) TRIANGULAT~6NLOWSITNG (USC 8 GS
<br />, ATIONS
<br />NAME
<br />CATHERINE ORDER
<br />2nd
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />COORDINATES
<br />X'I.516,50B.42
<br />Y' 5BI,255,7B
<br />X'I,231,566,60
<br />Y' 523,643,10
<br />
<br />BASIS OF VE
<br />SEA RTICAL CONTR '
<br />FOLLOL~~NEGL BDEANTUM BASEDO'o'N USC 8 GS
<br />CHMARKS ' THE
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192,284
<br />4869,860
<br />
<br /> LEGEND
<br />[:, HORIZ. CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />+ GRID POINT
<br />, .
<br /> , CROSS SECTION
<br />0 POLE
<br />
<br />-~-
<br />
<br />FENCE
<br />
<br />o
<br />G
<br />
<br />TREE
<br />
<br />BRUSH or SCRUB
<br />
<br />,. _I'
<br />I I
<br />L.__..J
<br />
<br />FOUNDATION or RUINS
<br />
<br />SECTION
<br />
<br />LI NE
<br />
<br />+
<br />
<br />FOUND SECTION
<br />
<br />CORNER
<br />
<br />I
<br />-\-
<br />
<br />UN FOUND SECTION
<br />CORNER
<br />APPROX. SECT ION
<br />LINE
<br />
<br />COMPILATION
<br />FROM 6" BY PHOTOGRAMME
<br />PHOTOGRApCH~ L.TAVKE::ICAL AER~:~C METHODS
<br />
<br />NOV. 15.16,817. 1982 '
<br />THIS MAP COMPL
<br />ACCURACY STANDAI~~S WITH NATIONAL MAP
<br />
<br />PREPARED 8Y'
<br />ANALYTICAL
<br />4167 SINTON SURVEYS, INC,
<br />COLO ROAD
<br />RADO SPRING
<br />303-593-0093 S, CO, 80907
<br />
<br />200
<br />I
<br />
<br />o SC~LE IN FEET
<br />, 290
<br />
<br />CONTOUR INTERVAL - 2
<br />
<br />FEET
<br />
<br />400
<br />1
<br />
<br />COLORADO RIVER
<br />
<br />FLOOD
<br />
<br />AND TRIBUTARIES
<br />STUDY
<br />
<br />PLAIN
<br />
<br />PREPARED FOR
<br />GARFIELD a MESA
<br />COUNTIES, COLORADO
<br />
<br />IN COOPE
<br />COLORADO WAT RATION WITH
<br />ER CONSER
<br />DENVER COLO VATION BOARO
<br />, RADO
<br />
<br />DECEM8ER, 1982
<br />SHEET 4 OF 4
<br />
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