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<br />ROL' THE <br />TAL CONT . <br />BASIS OF HORIZ~N PLANE COORD~NAZJNFORMAL <br />COLORAD~E~~~lL ZONE, LF~~~~~ING (USC a GS <br />SYSTEM'ROJECTION. THE ATION STATIONS <br />CONIC P USGS) TRIANGUL , <br />AND/OR , <br />WERE USED. COORDINATES <br />NAME O~~~R x: IJ;~~;~~~:i~ <br />CATHERINE Y - 56660 <br />x= 1,231, .' <br />Y = 523,643. 10 <br /> <br />o <br />o <br />q <br />(\j <br /><D <br />10 <br />Z <br /> <br />GNAT <br /> <br />o <br />'0 <br />q <br />18 <br />z <br /> <br /> <br />BASIS OF <br />SEA, LEVEL <br />FOLLOWING <br /> <br />I 6('90' <br /> <br />I <br />i,- f"'" S <br />f 'I . <br />I. I ( \ <br />, - I. \11 \ 1 <br />) J "1' J_ <br />II '\ _I <br />.,( " \ 'I <br />if/U' ~I\ <br />(I \ _ <br />" \ <br />,\ <br /> <br />-9.... <br />'IS <br /> <br />414): <br />C'1t <br />)-0 <br />.s'1t~ <br />~)- <br /> <br />NAME <br />D-156 <br />4870.74 PS <br /> <br />I <br /> <br />t\t <br /> <br />/ <br /> <br />6 <br /> <br />o <br />X <br />~2 <br /> <br />, 60"~g <br /> <br />!!! <br />, <br />~ <br /> <br />~ <br />4;' <br />~ <br />,.? <br />~ <br />k <br />~ <br /> <br />+ <br /> <br />, <br />\ <br /> <br />o <br /> <br />->( <br /> <br />o <br />G <br /> <br />I ' <br />I <br />.J <br />~ -- <br /> <br />r <br />I <br /> <br />:) <br />:) <br />=l. <br />:) <br />8 <br />z <br /> <br />4562 <br /> <br />3rd <br /> <br />TROL' usc e. GS <br />VERTICAL CON ON THE <br />DATUM BASE~ <br />BENCHMARKS, <br /> <br />ORDER <br />2nd <br /> <br />2nd <br /> <br />ELEVATION <br />6192.284 <br />4869.860 <br /> <br />LEGEND <br /> <br />HORIZ. CONTROL <br />VERTICAL CONTROL <br /> <br />BENCHMARK <br />PHOTO CENTER <br /> <br />GRID POINT <br /> <br />CROSS SECTION <br /> <br />POLE <br /> <br />FENCE <br />TREE <br /> <br />BRUSH or SCRUB <br /> <br />or RUINS <br />FOUNDAT ION <br /> <br />SECTION <br /> <br />LI NE <br /> <br />METHODS <br />PHOTOGRAMMETRIC <br />COMPILAT,IOCNF. ~Y VERTICAL ~~RII~~2 <br />FROM 6 .. TAKEN NOV. . <br />PHOTOGRAPHY P <br />NATIONAL MA <br />COMPLIES WITH <br />THIS MAP STANDARDS <br />ACCURACY <br /> <br />BY' <br />PREPARED ~OCIATES, INC. <br />~~~~RAM~N~~O :~;KW:;216 <br />DENVER COLOR , <br />303-388-9289 <br /> <br />200 <br />I <br /> <br />100 <br />, <br /> <br />SCALE <br />o <br />, <br /> <br />IN <br /> <br />FEET <br />200 <br />, <br /> <br />400 <br />I <br /> <br />2 FEET <br />INTERVAL - <br />CONTOUR <br /> <br />COLORADO RIVER <br />FLOOD PLAI N <br /> <br />PREPARED FOR <br /> <br />ESA COUNTIES. COLORADO <br />GARFIELD a M <br /> <br />ATION WITH D <br />IN COOPE~ONSERVATION BOAR <br />COLORADO WATERER COLORADO <br />DENV I <br /> <br />DECEMBER, 1982 <br /> <br />) <br />) <br />) <br />, <br /> <br />. <br />) <br /> <br />~ <br /> <br />---i <br />I <br />I x 1" <br />(,1269/ <br />; <br />\ , <br />-------- ."- <br /> <br />//), <br />r( <br />'4::,7\,1 <br /> <br />/""", <br /> <br />MATCH <br /> <br />E 1,511,000 <br /> <br />E 1,512,000 <br /> <br />E 1,513,000 <br /> <br />E 1,514,000 <br /> <br />AND TRIBUTARIES <br />STUDY <br />