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<br />E 1,423,000
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<br />E 1,425,000
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<br />E 1,426,000
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<br />N 644,024
<br />E 1,422,836
<br />
<br />650
<br />N 642,981 649 647
<br />E 1,423,314 N 642,233 N 642,615
<br />NEW CASTLE BUFORD ROAD _ J\ 5~9,5 E 1,424,263 E 1,424,740
<br />...- - - -=- --- c-- ~5671.4 647 648
<br />~ ) ''- 5658./ N 642,103 N 641511
<br />5695.7 ;7'(~""'--'-~" ..' ''':;.-- . ""'" \~ 0 (,1..\\'1- ') )) ) J..) X1C-" -Cl... >< 647 E 1,424,957 E 1,424,696
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<br />r:,-..__ N 643,292 E 1,421,752 \~,v
<br />V E 1,421,182 \ Y
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<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 />-
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<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
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<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 />
|