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I ~ ~~ " v"dl/.'J \" ~ \ ~.s> ..\ ,\ I! / 'I ? 561 - -,~ ~ '" I) ; ~,,"i'~~~ ~ fl;, AJ V -+- SB/O 'V "~~ / ~~~~ ~ f! 561 ,1,,0 ~ ."// '/ ~ ))1 \\.',~ / N 613 811(( 'l -~ Jr //; ~ J <i/) ~ :) '~#~ :If( 58\0 tI: A~ .v ~ ~ ~ p) (' ~'~~ ~~,24 26'25 554 N 616,173 E 1,405,167 555 N 616,012 E 1,405,152 556 N 615,940 E 1,405,041 557 N 615,889 E 1,405,018 558 N 615,866 E 1,405,017 559 N 615,823 E 1,405,000 560 I~ 614,979 E 1,405,284 o o o r<>- -+- - <D Z E 1,405,000 E 1,406,000 E 1,407,000 MATCH SHEET C-22-1-BOTTOM E 1,408,000 544 N 616,819 E 1,406,794 547 N 616,414 E 1,407,136 548 N 616,383 E 1,407,216 545 I~ 616,342 , E 1,406,998 546 N 616,337 E 1,407,019 547 + N 616,33 E 1,407,111 548 N 616,196 E 1,407,225 546 N 615,940 E 1,407,039 547 N 615,940 E 1,407,351 548 N 615,980 E 1,407,379 559 N 615,599 E 1,405,731 560 ---./ N 615,152__1 E 1,405,878 + 56B N 614,843 E 1,407,955 568 N 614,463 E 1,407,895 1 ~ ~ X26 'iP 0' ~ -+- + 29,30 36'.3/ l -+- . + I ) N ~ ~ 549 N 615,943 ( ~ E 1,407.4~7 J~ 550 /1 N 615,503 'j E 1,407,265 'I ~ --+ E 1,409,000 549 N 615,946 E 1,407,888 550 N 615,932 E 1,407,665 /920 30'f-2~ C-22-2 4621 BASIS OF HORIZONTAL CONTROL: THE COLOfiADO STATE PLANE COORDINATE SYSTlM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS ANDJOR USGS) TRIANGULATION STATIONS WERE USED: NAME CATHERINE ORDER 2nd COORDINATES X = 1,516,508.42 Y= 581,255,78 X= 1,231,566.60 Y= 523,643.10 GNAT 3rd BASIS OF VERTICAL CONTROL: USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: 0 0 0 NAME ORDER ELEVATION . t- D-156 2nd 6192,284 - <D z 4870,74 PS 2nd 4869.860 , , LEGEND 2:, 0 X ~2 + , 0 HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT , CROSS SECTION POLE o o o <D <D Z -)(- FENCE 0, TREE ;. Y>-) 'v ,J BRUSH or SCRUB .... _ I' I I FOUNDATION or RUINS ~__.J SECTION LINE + FOUND SECTION CORNER -,- I UNFOUND SECTION CORNER - APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6", C,F. L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982 o o o I{) <D Z THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY' ANALYTICAL SURVEYS, INC. 4/67 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 200 I SCALE IN o 0 , , 400 I FEET 200 , CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAI N STUDY o o o <;t <D Z PREPARED FOR GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982