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V 590 ~ o CD 10 ., . 588 N 632,437 E 1,4;9,691 589 ~ 632,402 E 1,419,718 590 N 632,375 E 1,419,759 MATCH SHEET C-18-l-TOP(l6) , N j 607 N 635,070 E 1,419,757 55\0 '-f . E 1,420,000 I I 608 N 635,379 E 1,420,141 . . . ......... 5511.0 Y--. 607 '\.~ .. ~~~----=::::- ,. 588 ~ N 632,628 E 1,419,871 589 N 632,665 E 1,420,012 590 N 632,499 E 1,419,939 606 N 633,004 E 1,419,569 587 N 632,978 E 1,419,614 609 ' N 636,170"li g E 1,420,869 0 1 <D r<l <D Z '" . . . 607 N 632,927 E 1,420,894 ~!aTE Consult U.S. Army Corps of Engineers R...."rts fOI Colorado River Main Stem Flood Plain Boundaries. E 1,421,000 C-18. . o o o r<> r<> <D z --., 4824 FLOOD LEGEND PLAIN LIMITS !! 100 YEAR FLOOD '. GROUND ELEVATION IN FEET ~S<80 ~ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' CROSS SECTION A. II A CROSS SECTION CONTINUED . ~ INTERMITTENT STREAM HORIZONTAL CONTROL VERTICAL CONTROL PHOTO CENTER GRID POINT 100 YEAR FLOOD ELEV. ~72+\~""~ station in 100ft) o from lower study limit .Q. + 5280 o o q, 10 r<l <D Z C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS 1-20 AND 23-29 TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" CF. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817, 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES X= 1,516,508.42 Y=581,255.78. GNAT-X=I,231,566.60 y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL DATUM 8ASED ON THE FOLLOWING BENCHMARKS: D-156 ELEVATION 6192.284. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. ,.... I U I- W W J: (/) SHEETS 21 8 22 COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8G AND USGS) TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68, Y=613,033.61. CASTLE X=I,432,094.81, Y=623,300.73, ANTLER X= I, 371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL: USC 8GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82. TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12 , 1983. COMPILED BY BELL MAPPING CO.,500 KALAMATH ST. DENVER CO. J: U I- <[ :;:: o o q, <:T r<l <D Z SHEET INDEX STREAM MAP SHEET STREAM MAP SHEET PORCUPINE CR. BEAVER CR MAMM CR. DRY HOLLOW CR. DIVIDE CR. 1-3 184 5 - 8 9 -10 II -14 GARFIEL D CR. ALKALI CR. S. CANYON CR. CANYON CR ELK CR. 15-16 17-18 19-22 23-24 25-29 REVISIO N DATE BY (j U. S. DEPARTMENT OF AGRICULTURE ~ SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLAIN MA~AGEMENT STUDY COLORADO RIVER TRIBUTARIES IN GARFIELD COUNTY COLORADO o 200 40C ,. 200 . SCAL.E IN 600 , FEET SHEET 15 OF 29 .