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<br />'\ ) / \\ ~~t~\~: ::I'.:::~'~i~:::::t:.. ~ '5120~ nI ~ X5126.5:\' ~ ( X 513\~ 247
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<br />g: N 599,338 E ',27'7,529 A / . ('.y/. ". :. .: ill ) ~ ~~ _ VConc. / .. E 1,278,638
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<br />. , .' , /+ ~lm.;$::::W::::. , "-",,0 OURTH 5101-" STRE"D~1I2.5 V:jN'-' · r{J ""~ ~~ ~
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<br />. A / . i--t.\l.. . . ...... 'I- II U x x x' .... - + It:lJ:
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<br />C -69-1
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<br />N 601,000
<br />
<br />E 1,275,000
<br />
<br />MATCH SHEET C- 69-2 (S)
<br />
<br />E 1,277,000
<br />
<br />E ',276,000
<br />
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<br />1 \ N 603,094
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<br />249
<br />N 601,719
<br />E ',275,872
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<br />N 601,205
<br />E 1,275.638
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<br />\ \ N 602,205
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<br />MATCH EDGE PARACHUT.E, CO.
<br />NORTHWAY-GESTALT, 4/82
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<br />N 599,951
<br />E ',276,578
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<br />MATCH
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<br />C-69 (2)
<br />
<br />C-68 (3)
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />SHEET
<br />
<br />x
<br />
<br />x
<br />
<br />/
<br />
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<br />N 600,337
<br />E 1,278,699
<br />
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<br />'\
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<br />4687
<br />
<br />~
<br />
<br />LEG EN D
<br />FLOOD PLAIN LIMITS
<br />
<br />.. ~~............ ~
<br />
<br />
<br />.
<br />
<br />~ililiNiWM
<br />-..... ~........... ~..
<br />
<br />1 100 YEAR 1 500 YEAR
<br />r FLOOD I FLOOD
<br />
<br />
<br />~5~80 ~
<br />
<br />o
<br />o
<br />o
<br />.;
<br />o
<br />\D
<br />
<br />GROUND ELEVATION IN FEET
<br />MEAN SEA LEVEL DATUM
<br />
<br />CONTOUR INTERVAL 2.0'
<br />SHEETS 1-11
<br />CONTOUR INTERVAL 5.0'
<br />SHEETS 12-14
<br />CROSS SECTION AI
<br />CROSS SECTION CONTINUED I
<br />INTERMITTENT STREAM -;::::::=:::: .. : :::-
<br />HORIZONTAL CONTROL 8272
<br />VERTICAL CONTROL 0
<br />PHOTO CENTER ~
<br />GRID POINT +
<br />100 YEAR FLOOD ELEV. 5280
<br />
<br />--
<br />-..
<br />
<br />~
<br />
<br />~
<br />
<br />aA
<br />
<br />..
<br />
<br />z
<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.IS,16 a 17,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE
<br />PLANE COORDINATE SYSTEM, CENTRAL lONE, LAMBERT
<br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a GS AND
<br />lOR USGS) TRIANGULATION STATIONS WERE USED: OOHERINE
<br />COORDINATES Xa 1,516,508.42 yaS8I,2M.78. GNAT-Xal,231,lS66.60
<br />Ya523,643.10. BASIS OF VERTICAL CONTROL: USC a GS SEA
<br />LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS:
<br />D-156 ELE\aTION 6192.284. 4870.74PS-ELEVATION 4869.860.
<br />PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD,
<br />COLORADO SPRINGS, CO. 80907.
<br />
<br />o
<br />8
<br />..r
<br />o
<br />\D
<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- 30', RESULTING IN A COMBINED RECIPROCAL
<br />FACTOR OF 1.000374.8. COMPILATION BY INTERMOUNTAIN
<br />TECHNICAL SERVICES, INC. BOX 3376, GRAND JUNCTION, CO.
<br />fl501. 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 />z
<br />
<br />SHEET
<br />
<br />INDEX
<br />~ -PARACHUTE CREEK
<br />
<br />
<br />4
<br />I IJ 2 I 3 I
<br />
<br />ROAN CREEK.......
<br />r\ 14
<br />\ 13
<br />\ 12
<br />\I \
<br />10 \
<br />9 \ I
<br />
<br />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />o
<br />o
<br />q,
<br />t\;
<br />o
<br />\D
<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 />2?0 0 200 400 ~O
<br />SCALE IN FEET
<br />
<br />z
<br />
<br />S ~UL I 4 OF 14
<br />
|