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<br />270 <br />N 609,046 <br />E 1,267,970 <br /> <br />6 <br />Open Storoge ~ <br />1/ 0 It) <br />? <br /> <br />o <br /> <br />~,j <br /> <br />/ <br /> <br />ID <br />N <br /> <br />w <br /> <br />x <br /> <br />269 <br />N 609,261 <br />E 1,268.949 <br /> <br />. <br /> <br />N 607,000 <br /> <br />N 610,000 <br /> <br />'\'I-~ <br />'1-" )("'~ <br />"'~ <br /> <br />N 609,000 <br /> <br />N 608,000 <br /> <br />x <br /> <br />267 <br />N 606,525 <br />E 1,268,737 <br /> <br />N 606,000 <br /> <br />N 605,000 <br /> <br />x <br /> <br />~ <br />" <br />'~ <br />"'0 <br />'0 <br />00 <br /> <br />'Z. <br />'!>~\\ <br />\0\ <br /> <br />260 <br />N 607,011 <br />E 1,272,392 <br /> <br />(-69-3 <br /> <br />4689 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />~........................... ~ <br /> <br /> <br />. <br /> <br />~~~ <br />-..... '...,:............... <br /> <br />, 100 YEAR 1 500 YEAR <br />). FLOOD )0 FLOOD <br /> <br />J <br /> <br />J <br /> <br />N <br />, <br />01 <br />ID <br />, <br />U <br /> <br />GROUND ELEVATION IN FEET ~~~80 ~ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />SHEETS 1-11 <br />CONTOUR INTERVAL 5.01 <br />SHEETS 12-14 <br />CROSS SECTION At <br />CROSS SECTION CONTINUED t <br />INTERMITTENT STREAM -;:::::::=:::: : : :::- -::::::- <br />HORIZONTAL CONTROL 8272 <br />VERTICAL CONTROL 0 <br />PHOTO CENTER ~ <br />GRID POI NT + <br />100 YEAR FLOOD ELEV. 5280 <br /> <br />~ <br /> <br />~ <br /> <br />aA <br /> <br />.. <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br />SHEETS I-II <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" C. F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 1!5,16 a 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. lHE FOLLOWING (USC a GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X-I,!516,!508.42 Y-!581,2!5!5.78. GNAT-X-I,231,!566.60 <br />Y-!523,643.10. BASIS OF VERTICAL CONTROL: USC a GS SEA <br />LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: <br />D-1!56 ELE'ATlON 6192.284. 4870. 74PS -ELEVATION 4869.860. <br />PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD, <br />COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 12-14 <br />COORDINATE SYSTEM SHOWN IS THE MODIFIED COLORADO <br />STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, BASED <br />ON A MEAN LATITUDE OF 7,000 FEET AND MEAN NORTH <br />LATITUDE OF 39- 301, RESULTING IN A COMBINED RECIPROCAL <br />FACTOR OF 1.000374.8. COMPILATION BY INTERMOUNTAIN <br />TECHNICAL SERVICES, INC. BOX 3376, GRAND JUNCTION, CO. <br />8SOI. DATE OF PHOTOGRAPHY 12-21-79 AND REVISED TO <br />CHEVRON COORDINATE SYSTEM MAY 1981. <br /> <br />THESE MAPS COMPLY WITH NATIONAL MAP ACCURACY <br />STANDARDS. <br /> <br />SHEET <br /> <br />INDEX <br />_ -PARACHUTE CREEK <br /> <br />g <br /> <br />4 <br />I 1/ 2 I 3 I <br /> <br />ROAN CREEK- <br />\ 14 <br />\ 13 <br />\ 12 <br />II \ <br />10 \ <br />9 \ I <br /> <br />o <br />o <br />q <br /> <br />,... <br />N. <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />w <br /> <br />^ U. S. DEPARTMENT OF AGRICULTURE <br />V SOIL CONSERVATION SERVICE <br />FLOOD PLAINS <br />FLOOD PLAIN MANAGEMENT STUDY <br />PARACHUTE CREEK AND ROAN CREEK <br />IN GARFIELD AND MESA COUNTIES <br />IN COLORADO <br />o 200 400 <br />IN <br /> <br />2?0 <br />SCALE <br /> <br />~ <br />FEET <br /> <br />SHE~ I S OF 14 <br />