<br />E 1,334,000
<br />
<br />.
<br />
<br />E 1,338,000
<br />
<br />E 1,335,000
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />.. .
<br />
<br />E 1,336,000
<br />
<br />~ \ X
<br />, 371) 5236.7
<br />
<br />,
<br />
<br />C - 51
<br />
<br />E 1,337,000
<br />
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<br />
<br />
<br />CO~ORADO .. .~. '~~ ,_
<br />
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<br />-- ~~ ~ 7fl' ~~fi_~. v-v ~ 'v ~/
<br />'. (~ 369 \ I ..d- : ~ ------;. ( ~~52 "-"_____.23A321 ~ ',:",i:J0 369 370
<br />. 0---,^--^~"---'/ .. ~.,. /- ~~ 40=--' y ~ ~ 372
<br />V' ~ ~ ^ ~ we ./.--- c- - ~5250 ),.-' -:::----- N 618,838 N 619j058
<br />/-"
<br />X 5221.0. ~ - :--.... 52805270 ---= ~~ ~ .' <0 -:"/~j(/ ~
<br />I ~.~~ Sc rub 5290 ______~ ~ " ~'1. J/
<br />". v--~-..... --::::::-------..___ - 370 5300 ~::;;::::;:. J 1 "oa
<br />F- -------- ~ ~ .....-: ~~""'--:----::::::::---...-::::::::=:: - 5310:::::::::-::::: ~. ~ .,.--/ - . ~~~?":r: '/ 'j
<br />
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<br />5225,1 r:%.~. '2.",0 ::/?<::>'2.1~69 ' - ~ - '-::: ->e. "\. :--.=_ ~ ~ ~"'---- ~~ ~~ '')'~o II ;.;
<br />X
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<br />I ---r- ~"i.f1t:':::! ::l::!:::!:::!::::.;f' ':::.::" -;'7.:::.,;.:.f., ~ J.;. y~ /':"---' ~ ~<l'~.\ 'b ~"\ 1\"::::--- ~ ~ j ~ see C-53
<br />
<br />.".: ~~:::.:-::.:,:.t:...~.::::.. (f'~:'{:"'~~!;; ~~ ~J~ ~~~~~\~~ ~ ~\\ ~ ~ ) '--+<..~4',~.1
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<br />~ \ @5317,/ ) flllOd" ,1.' , .~, 'O?:1 1- 65J \.} ~ ' 0 $';>6'0 '{. ~\\,~ ~I '~.\\ i\U\: \~- ~ "--\ W
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<br />7( (c:?0 0- --::r? 6';/ 7' \\.- ~ ~ t -1.4>'C"'.' \... \" ~V'-'/.:::::..y ~~\~~ o~~ .'\--- ;rui \ '\ ~,,\,'-~"'\~~) ( \ \ \\~ "':?L f/W
<br />~~/ I ~ ~ ~..../ \ ~ ~ --;< / . ~ rI~"i -)..'::/t- ~~~ ,\~\ ~ \\ .......'" ~~~ ~ ~\, ~ ,'=-' '\)~ ~/ .. ~ ~/ \Wr
<br />
<br />~..
<br />
<br />. RiVER ~
<br />.~
<br />. .
<br />
<br />369
<br />N 619,181
<br />E 1,333,690
<br />
<br />371
<br />N 619,463
<br />E 1,335,842
<br />
<br />j
<br />N
<br />
<br />.
<br />
<br />371
<br />N 618,819
<br />E 1,335.827
<br />
<br />372 -t
<br />N 619,192
<br />E 1,337,022
<br />
<br />141,3
<br />2324
<br />:.
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />-$-
<br />
<br />o
<br />o
<br />o.
<br />lI)
<br /><D
<br />
<br />Z
<br />
<br />4813
<br />
<br />-
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />I::
<br />
<br />100 YEAR
<br />FLOOD
<br />
<br />o
<br />o
<br />o
<br />ol
<br /><D
<br />
<br />Z
<br />
<br />'.
<br />
<br />GROUND ELEVATION IN FEET ~S<80 ~
<br />MEAN SEA LEVEL DATUM
<br />CONTOUR INTERVAL 2.0'
<br />CROSS SECTION A.
<br />CROSS SECTION CONTINUED .
<br />
<br />-
<br />
<br />-
<br />
<br />SA
<br />
<br />~
<br />
<br />INTERMITTENT STREAM
<br />HORIZONTAL CONTROL
<br />VERTICAL CONTROL
<br />PHOTO CENTER
<br />GR 10 POI NT
<br />100 YEAR FLOOD ELEV,
<br />
<br />~72+\=""~
<br />
<br />station in 100ft)
<br />o from lower study limit
<br />
<br />-Q-
<br />+
<br />!5280
<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 a 17,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE
<br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT
<br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a 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 a GS SEA LEVEL
<br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION
<br />G192.284, 4870,74PS-ELEVATlON 4869.860. PREPARED BY ANAlYTICAL
<br />SURVEYS, INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907.
<br />
<br />SHEETS 21 a 22
<br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE
<br />COORDINATE SYSTEM,CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USCaG 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= I, 371,760,95, Y= 630,478.31. BASIS OF VERTICAL CONTROL:
<br />use a GS AND USGS, SEA LEVEL DATUM BASED ON THE FOLLOWING
<br />BENCHMARt<S: 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 />0 SHEET INDEX
<br />0
<br />0
<br />,.... STREAM MAP SHEET STREAM MAP SHEET
<br /><D
<br />z PORCUPINE CR. I - 3 GARFIEL 0 CR. 15-16
<br /> BEAVER CR la4 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 />o
<br />o
<br />o.
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<br />
<br />.
<br />
<br />,
<br />
<br />REVISIO N
<br />
<br />"
<br />
<br />"ts
<br />
<br />35L36
<br />
<br />
<br />C-52-$-
<br />
<br />DATE
<br />
<br />BY
<br />
<br />o 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 />200 0 200 400 600
<br />. ,
<br />SCALE IN FEET
<br />
<br />SHEET 4 OF 29
<br />
|