<br />
<br />.
<br />
<br />C-36 (7)
<br />
<br />MATCH SHEET
<br />
<br />E 1,378,000
<br />
<br />N
<br />E
<br />
<br />464
<br />N 623,119
<br />E 1,377,926
<br />
<br />465
<br />N 622,313
<br />E 1,378,399
<br />
<br />Pipe
<br />
<br />13,18
<br />~4'-19
<br />
<br />+
<br />
<br />.
<br />
<br />E :,379,000
<br />
<br />E 1,380,000
<br />
<br />E 1,381,000
<br />
<br />464
<br />N 623,542
<br />E 1,378,188
<br />
<br />~t--
<br />
<br />466
<br />N 622,434
<br />E 1,379,452
<br />
<br />467
<br />N 622,018
<br />E 1,379,993
<br />
<br />468
<br />
<br />--1~n
<br />
<br />
<br />N
<br />E
<br />
<br />N
<br />E
<br />
<br />17 16
<br />20+2J7
<br />469
<br />X 30
<br />
<br />"
<br />
<br />"-
<br />-----
<br />
<br />----
<br />
<br />-----
<br />
<br />19.,~0
<br />
<br />30f9
<br />
<br />466
<br />N 621,196
<br />E 1,380,187
<br />
<br />469
<br />N 620,759
<br />E 1,360,798
<br />
<br />-+--
<br />
<br />-{---
<br />
<br />~
<br />
<br />E 1,382,000
<br />
<br />.
<br />
<br />N
<br />
<br />--t-
<br />
<br />--1--
<br />
<br />469
<br />N 621,460
<br />E 1,381,220
<br />
<br />4817
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />- .. ...-
<br />... ............
<br />... ............
<br />... ............
<br />... ............
<br />... ............
<br />... ............
<br />.0. ............
<br />... ............
<br />.0. ............
<br />... ............
<br />... ............
<br />,.. ............
<br />... ............
<br />... ............
<br />... ............
<br />... ............
<br />,.. ............
<br />... ............
<br />... ............
<br />... ............
<br />. .. ............
<br />
<br />,
<br />
<br />1 100 YEAR
<br />>- FLOOD
<br />
<br />J
<br />
<br />o
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<br />C\I
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<br />
<br />GROUND ELEVATION IN FEET ~5<8o ~
<br />MEAN SEA LEVEL DATUM
<br />CONTOUR INTERVAL 2.0'
<br />CROSS SECTION A.
<br />CROSS SECTION CONTINUED .
<br />
<br />-
<br />
<br />OA
<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 />8272
<br />station in 100ft.
<br />o from lower study limit
<br />
<br />-Q-
<br />+
<br />~280
<br />
<br />o
<br />o
<br />o
<br />
<br />(-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" CF. L VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE CO LORA DO 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,231,566.60
<br />Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL
<br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION
<br />6192.284. 4870.74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL
<br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907.
<br />
<br />~
<br />C\I
<br />C\I
<br /><D
<br />z
<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 (USC8G AND USGS)
<br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68,
<br />Y= 613,033.61, 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 8 GS 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 /> 0
<br />--+-- 0 STREAM MAP SHEET STREAM MAP SHEET
<br />0_
<br />- PORCUPINE CR, GARFIEL 0 CR. 15-16
<br />C\I 1-3
<br /><0
<br /> z 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 />--1--
<br />
<br />.
<br />C-36-1
<br />
<br />,---- ------ - - --- - ---- --- -------
<br />
<br />f---- --- - - --- -----
<br />
<br />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />o
<br />o
<br />q
<br />o
<br />C\I
<br /><D
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<br />
<br />G---~- -------.
<br />U. S. DEPARTMENT OF AGRICULTURE
<br />~ SOIL CONSERVATION SERVICE
<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 />IN
<br />
<br />600
<br />,
<br />FEET
<br />
<br />'SHEET 8 OF 29
<br />
<br />,
<br />
<br />.
<br />
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