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"\::---- y-/; ~,/ -- 1,40 N 641401, j '~.\)\, <br /> <br />U ~>:::>):;~:: ~ "j~tW~~~~1 ~~ ~"\ 1 ' ;. :;//!J \ 0;;-:;; . ,::::~ E 1,424,117 E 1,424/,694/\'- - 645 ,\\ ''\\\~\\ CJ <br />~,\?~..r,~,~~5650~~~~~i.",;:f~;y /< / / ~ f,~~~:,'15 ~ ~ \\;.:~\ 'I ~lvlvlo... <br />" ...- ~.. ~.;..J "--~~~ ,,",, ~--: ~\. 650 ~0\~ ': ,I c, <br />T\~~~~-'%'- . ~. -5646, N 642,400 0'~~91 0 \\'1'" <br />I}~ ~ , ~/ro/ E I 42242 0'8 i\ i CJ~ <br />~ ~.~~#~ , ' , · / ~ It ~~Io... <br /> <br />::. ~/ '%~6-52/ ,\,~ 651 <br />W /' ~"'~4 N 642,791 V <br />r:,-..__ N 643,292 E 1,421,752 \~,v <br />V E 1,421,182 \ Y <br />/ <br /> <br />x <br /> <br />x <br /> <br />>~ <br /> <br /> <br /> <br />x <br /> <br />x <br /> <br /> <br />"'.. <br />/~. <br /> <br />1--~ <br />it.- <br />C'." <br />S';. <br /><of' <br /> <br /> <br />o <br />o <br />o <br />to <br /><1' <br />to <br />Z <br /> <br /> <br /> <br />x <br /> <br />. <br /> <br /> <br />N 642,000 <br /> <br />-$- <br /> <br />5004 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />............................ <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />'. <br /> <br />GROUND ELEVATION IN FEET ~ 5<80 _______ <br />MEAN SEA LEVEL DATUM <br /> <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. . A <br />CROSS SECTION CONTINUED . .. <br /> <br />o <br />o <br />o <br />~ <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />::::=-\-\-" " , ---+----....=s- <br />8272 <br />station in 100ft. <br />o from lower study limit <br /> <br />-Q- <br />+ <br />~280 <br /> <br />- <br /><1' <br /><D <br />2: <br /> <br />o <br />o <br />o <br /> <br />o <br />'" <br /><D <br />2: <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" C,F. L, VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV, 15,16 817, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION, THE FOLLOWING (USC 8 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X= 1,516,508,42 Y=581,255.78. GNAT-X=I,23I,566.60 <br />Y=523,643,10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: D-156 ELEVATION <br />6192.284. 4870,74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 21 8 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM,CENTRAL ZONE. LAMBERT CONFORMAL <br />CONIC PROJECTION, THE FOLLOWING (USC 6 G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770,68. <br />Y=613,033.61, CASTLE X=I,432,094.81, Y= 623,300.73, ANTLER <br />X= I, 371,760,95, Y=630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 6GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV, 5319.199, NEW CASTLE ELEV.5747,82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12 , 1983. <br />COMPILED BY BELL MAPPING CO, .500 KALAMATH ST, DENVER CO, <br /> <br />SHEET INDEX <br />STREAM MAP SHEET STREAM MAP SHE ET <br />PORCUPINE CR. I - 3 GARFIELD CR, 15-16 <br />BEAVER CR 184 ALKALI CR, 17-18 <br />MAMM CR, 5 - 8 S. CANYON CR, 19-22 <br />DRY HOLLOVv' CR. 9 -10 CANYON CR. 23-24 <br />DIVIDE CR, II -14 ELK CR. 25-29 <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />(j U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERV A TION SERVICE <br /> <br />o <br />o <br />q <br />O'l <br />r<) <br />to <br />Z <br /> <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br />. <br />SCALE <br /> <br />600 <br />. <br />FEET <br /> <br />IN <br /> <br />SHEET 26 OF 29 <br />