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<br />N 567,000 <br /> <br />N 566,000 <br /> <br />N 564,000 <br /> <br />N 565,000 <br /> <br />N 563,000 <br /> <br />~2+ I-I\r-- <br />3 10 <br /> <br /> <br />"--- ~ I, I <br />.......... "-t1~ <br /> <br />-~ <br /> <br />~~90 <br />--r--- <br /> <br /> <br />+ + X <br /> 6240,8 <br /> "'= <br /> -~x~627 ~, ' <br /> ~~ ~6268~- <br />X207 X6237.5 <br /> ,.- ~~ <br /> ' ,. <br /> '-00 <br /> 24 I ,R/ VfR , I ) I <br /> ~ , ., 24 <br /> ----- ---------- ----- x ~' ~-62545~" ~~ <br /> ~ 6260 6250_ <br /> -x x <br /> ~, x ~ 62BD 6270 <br /> 72.3 ------------)( ~--- --=:::::-- <br /> -x (" ------- <br /> x ~ -- ") x", <br /> x <br /> x ,/ <br /> x <br /> x <br /> '11 967 ~ <br /> "I N 563,27 <br /> ",0 Ij: E 1,518,669 <br /> r2' <br /> II / <br /> I <br /> ,II ; I <br /> /" I <br /> 'i6L~ / <br />-+- + ,. ' I-X" , . <br /> II x ~, <br /> :::r< .-) , , . <br />I <br /> ~. / II 6275.9 <br /> Ii X <br /> X 6255.5 : I <br /> ) X 6259.0 <br /> 6267,2 '/1 ~ <br /> ~ ---- 1\:::/- I <br /> I 6279,0 <br /> ........... <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~... <br /> <br />!if <br />~ <br /> <br /> <br />\ <br />\ <br />/ <br /> <br /> <br /> <br />0/ <br />-' <br />~Iz <br />u..1~ <br />crt- <br /><r - <br /><.?CL <br /> <br />+ <br /> <br />+ <br /> <br /><;'2-10 <br /> <br /> <br />o <br />rv'b <br /> <br />/'<1 <br /> <br /> <br />X 6263.0 <br /> <br /> <br />6269.0 <br />X <br /> <br />N 562,000 <br /> <br /> 0 <br />+ 0 <br />0 <br />0 <br />N <br />I{) <br /> - <br /> w <br />~ <br /> <br />-------r-z <br /> <br />4560 <br /> <br />BASIS OF HORIZONTAL CONTROL: THE <br />COLORADO STATE PLANE COORDINATE <br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS <br />AND/OR USGS) TRIANGULATION STATIONS <br />WERE USED: <br /> <br />NAME <br />CATHERINE <br /> <br />ORDER <br />2nd <br /> <br />COORDINATES <br />X = 1,516,508.42 <br />Y= 581,255,78 <br /> <br />X= 1,231,566.60 <br />Y= 523,643,10 <br /> <br />GNAT <br /> <br />3rd <br /> <br />BASIS OF VERTICAL CONTROL: USC e. GS <br />SEA LEVEL DATUM BASED ON THE <br />FOLLOWING BENCHMARKS: <br /> <br />NAME <br />D-156 <br />4870.74 PS <br /> <br />ORDER <br />2nd <br /> <br />2nd <br /> <br />ELEVATION <br />6192.284 <br />4869.860 <br /> <br /> LEGEND <br /> 6 HORIZ. CONTROL <br /> 0 VERTICAL CONTROL <br /> 0 <br />+ 0 <br />0 X BENCHMARK <br />(J) <br />- ~2 <br /> C">_ PHOTO CENTER <br /> - <br /> w <br /> + GRID POINT <br /> CROSS SECTION <br /> 0 POLE <br /> -x- FENCE <br /> 0 TREE <br /> G BRUSH or SCRUB <br /> r- - I' <br /> I I FOUNDATION or RUINS <br /> ,-__.J <br /> SECTION LI N E <br /> 0 + <br /> 0 FOUN D SECTION CORNER <br /> 0 <br /> en <br /> - <br /> ,n I <br /> I UNFOUND SECTION CORNER <br /> w <br /> -- APPROX, SECTION LINE <br /> <br />f RF-11-4-B + <br /> <br />COMPILATION BY PHOTOGRAMMETRIC METHODS <br />FROM 6" C.F. L. VERTICAL AERIAL <br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982 <br /> <br />THIS MAP COMPLIES WITH NATIONAL MAP <br />ACCURACY STANDARDS <br /> <br />PREPARED BY: <br />ANALYTICAL SURVEYS, INC. <br />4167 SINTON ROAD <br />COLORADO SPRINGS, CO. 80907 <br />303-593-0093 <br /> <br />o <br />o <br />o <br />/'-- <br /> <br />I{) <br /> <br />SCALE IN FEET <br />o 0 200 <br />, , <br /> <br />400 <br />I <br /> <br />200 <br />I <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />w <br /> <br />COLORADO RIVER AND TRIBUTARIES <br /> <br />FLOOD <br /> <br />PLAI N STUDY <br /> <br />PREPARED FOR <br /> <br />GARFIELD a MESA COUNTIES, COLORADO <br /> <br />IN COOPERATION WITH <br />COLORADO WATER CONSERVATION BOARD <br />DENVER,COLORADO <br /> <br />DECEMBER, 1982 <br />