Laserfiche WebLink
<br /> <br />.-"'7, <br /> <br />...:,. <br /> <br />. <br /> <br />N 650,000 <br /> <br />N 651,000 <br /> <br />f\J 652,000 <br /> <br />x <br /> <br />/~ <br /> <br />o <br />o <br />0_ <br />(}) <br /><1'_ <br /> <br />UJ <br /> <br />x <br /> <br />688 <br />N 649,776 <br />. 1,420,685 <br /> <br />\ <br /> <br />691 <br />N 650,441 <br />E 1,421,119 <br /> <br />689 <br />N 650,361 <br />E 1,421,042 <br /> <br />690 <br />N 650.3713 <br />E 1.421,094 <br /> <br />x <br /> <br />687 <br />N 649,745 <br />E 1,420,698 <br /> <br />686 <br />N 649,671 <br />E 1.420,819 <br />/ <br /> <br />694 <br />N 650,775 <br />E 1,421,331 <br /> <br />685 <br /> <br />o <br />o <br />o <br />6 <br />N <br /><1'_ <br /> <br />\, <br />\, <br />, <br /> <br />684 <br />N 645,596 <br />E 1,420,262 <br /> <br />69~ti!--'; ", . .~r~ 58\'~ 9~~'~"- <br />"", \'Wf796.3.. ., - 5820 ,-----::---. .~' <br />\ P" , - ~, <br />1\ Ipe 692'- . . _ <br />'" N 650,213 <br />E 1,421,286 <br />691 <br />N 650,166 <br />689 E 1,421,262 <br />N 650,088 <br />E 1,421,237 690 <br />N 650,128 <br />E 1,421,249 <br /> <br />UJ <br /> <br /> <br />694 <br />N 650,626 <br />E 1,421,582 <br /> <br />- <br />I'- <br />N <br /> <br />-------- <br />:---:- " <br />'5799.8f ' <br />,58\O~ / <br />-"'-" '- <br />685 <br />N 649,157 <br />E 1,421,025 <br /> <br />693 <br />N 650,604 <br />E 1,421,568 <br /> <br />- -CO. RD.24/ <br />j . ~5800 <br />(-'------ .--- -' - <br />-...-". <br /> <br />C\J <br />I <br /><D <br /> <br />684 <br />N 648,511 <br />E 1,420,576 <br /> <br />/ , <br /> <br />I <br />o <br /> <br />I- <br />UJ <br />UJ <br />I <br />(/) <br /> <br />\ <br />" <br />I <br />\ <br /> <br />I <br />U <br />I- <br /><! <br />::;: <br /> <br />OJ <br />~. . <br />Z 683 <br />\ N 648,076 <br />/1 E 1,420,751 <br /> <br />// <br /> <br />A <br /> <br />o <br />o <br />o <br /> <br />C\J <br /><1'_ <br /> <br />\./ <br />/\. <br /> <br />UJ <br /> <br />x <br /> <br />-$- <br /> <br />N 648,000 <br /> <br />N 649,000 <br /> <br />X' <br />/ <br />/ <br /> <br />700 <br />N 651,559 <br />E 1,421,304 <br /> <br />697 699 <br />N 651,226 N 651,529 <br />E 1,421,680 E 1,421,787 <br />696 <br />N 651,198 698 <br />695 E 1,421,666 N 651,505 <br />N 651,154 E 14217 <br />421650 ' ,73 <br />E I.~, \ ____________ 0 <br />J ,~-- \ --------- <br />5850 ------_ ~i\\ 5~;97 <br />~~821.3 0;69 <br />5e7ge2_ ~. ,;. ,-.' /:,--'1,- . . <br /> <br />697 <br />N 651,123 <br />E 1,421,925 <br />696 <br />N 651,095 <br />E 1,421,916 <br />695 <br />N 651,046 <br />E 1,421,916 <br /> <br />698 <br />N 651,365 <br />E 1,422,005 <br /> <br />699 <br />N 651,396 <br />E 1,422,024 <br /> <br />700 <br />N 651,419 <br />E 1,422,040 <br /> <br />x <br /> <br />N 653,000 <br /> <br />\/ <br /> <br /><"~.~ <br /> <br />cr~~\ <br /> <br />x <br /> <br />/ <br />/~ <br /> <br /> <br />705 <br />N 653,035 <br />E ',421,879 <br /> <br />704 <br />N 652,454 <br />E 1,421,953 <br /> <br />703 <br /> <br />704 <br />N 652,255 <br />E 1,422,404 <br /> <br /> <br />>: <br /> <br />x <br /> <br />x <br /> <br />N 653,058 <br />E 1,422,513 <br /> <br />\~ <br /> <br /><"~"/ <br />r', <9 <br />~\ <br />::J <br /> <br />x <br /> <br />'. <br /> <br />o <br />o <br />o <br />-i' I <br />C\J <br /><I' <br /> <br />UJ <br /> <br />C -16-2-1-$- <br /> <br />4833 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />~~~~~ ~~:~::.~~~:::::~~~:~::::~ <br />::::: ::::::::::::::::::::::::: <br />~: ............ <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />o <br />o <br />o <br />C\J <br />C\J <br /><I'~ <br /> <br />GROUND ELEVATION IN FEET ~S<80 ~ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />UJ <br /> <br />SA <br /> <br />.... <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />------ + - - , - --+----... <br /> <br />~72\-"~ <br /> <br />station in 100ft) <br />o from lower study limit <br /> <br />-Q- <br />+ <br />5280 <br /> <br />o <br />o <br />q, <br />r<) <br />C\J <br /><I'~ <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 COLORA DO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a 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 />(,192.284, 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INc' 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 21 a 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM,CENTRAl ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION, THE FOLLOWING (USC 8G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770_68, <br />Y=613,033.6I, CASTLE X= 1,432,094,81, Y=623,300.73, ANTLER <br />X= 1,371,760.95, Y=630,478,31. BASIS OF VERTICAL CONTROL: <br />USC 8GS 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 />" <br />6 CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12 , 1983. <br />COMPILED BY BELL MAPPING CO., 500 KALAMATH ST. DENVER CO. <br /> <br />UJ <br /> <br />SHEET INDEX <br />STREAM MAP SHEET STREAM MAP SHEET <br />PORCUPINE CR. 1-3 GARFIEL D CR. 15-16 <br />BEAVER CR 184 ALKALI CR. 17-18 <br />MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />DRY HOLLOW CR. 9 -10 CANYON CR 23-24 <br />DIVIDE CR_ II -14 ELK CR. 25-29 <br /> <br />REVISIO N <br /> <br />DATE <br /> <br />BY <br /> <br />(j U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLAIN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br />. <br />seA LE <br /> <br />IN <br /> <br />600 <br />. <br />FEET <br /> <br />SHEET 28 OF 29 <br />