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<br />N 636,000 <br /> <br />~ <br /> <br />, <br />0/,:.< <br />oS '1-... <br /> <br /> <br />; <br />'~ <br /> <br />; <br /> <br /> <br />o <br />o <br />o <br /><ii <br />N <br /><T_ <br /> <br />w <br /> <br />621 <br />N 635,235 <br />E 1,425,808 <br /> <br />~ <br /> <br />r-- <br />I <br />U <br /> <br /> <br />;< <br /> <br />622 <br />N 634,582 <br />E 1,426,212 <br /> <br />622 <br /> <br />..~- <br /> <br />~ <br />~ <br /> <br />~ <br /> <br />I- <br />w <br />W <br />I <br />(f) <br /> <br />~'OcaO <br /> <br />\621 <br />N 634,862 <br />E 1,425,506 <br /> <br />X <br />5700 <br /> <br />I <br />U <br />I- <br /><l: <br />::;;: <br />o <br />o <br />o <br />"j <br />N <br /><T_ <br /> <br />;< <br /> <br />w <br /> <br />;< <br /> <br /> <br />622 <br />N 634,344 <br />E 1,425,915 <br /> <br />N 635,000 <br /> <br />N 634,000 <br /> <br />~ <br /> <br /> <br /> <br />623 <br />N 634,221 <br />E 1,426,612 <br /> <br />o 623 <br />o <br /> <br />~ <br /> <br />623 <br />N 633,958 <br />E 1,426,372 <br />624 <br />N 634,010 <br />E 1,426,414 <br /> <br />;< <br /> <br />1~28 <br /> <br />'1" <br /> <br />;< <br /> <br />626 <br />N 633,131 <br />E 1,428,330 <br /> <br />627 <br />N 633,330 <br />E 1,427,528 <br /> <br />D <br /> <br />626 <br />~ ~ ~,~3,399 <br />~427'165 <br /> <br /><:>1 <br /> <br />~~ <br />;< '~~;;~ <br /> <br />625 <br />N 633,737 <br />E 1,426,395 <br /> <br />)( <br /> <br />~ <br /> <br />N 632,000 <br /> <br />628 <br />N 632,896 <br />E 1,426,145 <br /> <br />;< <br /> <br />N 633,000 <br /> <br />~ <br /> <br />~ <br /> <br />, <br /> <br />~ <br /> <br />_629 <br />N 632,646 <br />E 1,428,861 <br /> <br />4613 <br /> <br />~ <br /> <br />BASIS OF HORIZONTAL <br />COLO'lADO STAT CONTROL: THE <br />SYSn M E PLANE C <br />CONIC ' CENTRAL ZONE OORDINATE <br />AND/ORPROJECTION. THE LAMBERT CONFORMA <br />WERE US~~~S) TRIANGUL[T96NLOWSING (USC 8 G~ <br />, TATIONS <br />NAME <br />CATHERINE ORDER <br />2nd <br /> <br />GNAT <br /> <br />3rd <br /> <br />COORDINATES <br />X = 1,516,508.42 <br />Y= 581,255.78 <br />X= 1,231,566.60 <br />Y= 523,643.10 <br /> <br />BASIS OF VE <br />SEA LEVEL RTICAL CONTROL: <br />FOLLOWING BDEANTCUM BASED USC 8 GS <br />HMARKS: ON THE <br /> <br />NAME <br />D-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 /> ;< 6 HORIZ. CONTROL <br />629 0 VERTICAL CONTROL <br />N 632,418 <br />E 1,428,604 X BENCHMARK <br /> ~2 PHOTO CENTER <br /> 0 + <br /> 0 <br /> 0 GRID POINT <br /> ()) <br /> N <br /> <T <br /> . <br /> w CROSS SECTION <br /> 0 POLE <br /> -,,- FENCE <br /> 0 <br /> TREE <br /> <br />;< <br /> <br />C-17 -I <br /> <br />G <br /> <br />BRUSH or SCRUB <br /> <br /> <br />624 <br />N 633,910 <br />E 1,426.567 <br /> <br />625 ~ <br />N 634,121 <br />E 1,426,704 <br />625 <br /> <br />,.. _ I' <br />I I <br />,-__.J <br /> <br />FOUNDAT ION <br />or RUINS <br /> <br />SECTION <br /> <br />LI N E <br /> <br />+ <br /> <br />FOUND SECTION <br /> <br />CORNER <br /> <br />UN FOUND <br />SECTION CORNER <br />APPROX <br />. SECTION <br />LINE <br /> <br />o <br />o <br />o <br />ro <br />N <br /><T. <br /> <br />COMPILATION <br />FROM 6" BY PHOTOGRAMME <br />PHOTOGRApCH~ L. VERTICAL AER~:LIC METHODS <br />TAKEN NOV <br />. 15,16,817, 1982 <br />THIS MAP C <br />ACCURACY STOAMNPL IES WITH N <br />DARDS ATIONAL MAP <br /> <br />w <br /> <br />PREPARED BY: <br />ANALYTICAL <br />4167 SINTON SURVEYS, INC. <br />COLORADO ROAD <br />30 SPRINGS C <br />3-593-0093 ' ~ 80907 <br /> <br />200 0 SCALE IN FEET <br />I 0 200 <br />, <br /> <br />CONTOUR INTERVAL- <br />2' FEET <br /> <br />400 <br />I <br /> <br />COLORADO RIVER <br />FLOOD <br /> <br />AND TRIBUTARIES <br />STUDY <br /> <br />PLAIN <br /> <br />o <br />o <br />o <br />r-: <br />N <br /><T <br /> <br />PREPARED FOR <br />GARFIELD a MESA COU <br />NTlES, COLORADO <br /> <br />IN COOPER ' <br />COLORADO WAT ATION WITH <br />ER CONSERVATION <br />DENVER, COLORADO BOARD <br /> <br />DECEMBER, 1982 <br /> <br />LU <br />