<br />~
<br />
<br />N b39,OOO '.- /
<br />V ,.
<br />
<br />N638,OOO l
<br />C,
<br />,
<br />I,
<br />k
<br />
<br />..
<br />
<br />(
<br />
<br />I
<br />, .
<br />
<br />.
<br />I .
<br />I,.
<br />
<br />"
<br />\
<br />\
<br />,
<br />
<br />'~-::-... -
<br />
<br />5540
<br />
<br />"'-,
<br />"
<br />
<br />.
<br />
<br />5760
<br />
<br />5750
<br />
<br />5?40
<br />
<br /> \
<br /> '" \
<br /> )
<br /> I (
<br />" I
<br />I l,
<br /> \
<br /> .-
<br />
<br />"
<br />
<br />_11 u
<br />
<br />MATCH SHEET 1
<br />
<br />,.
<br />
<br />-' '"
<br />
<br />II
<br />i i \ \
<br />,i \ "
<br />\' '
<br />, ,
<br />\ \ '
<br />I
<br />
<br />'.
<br />
<br />;I1~
<br /><I \
<br />ij:
<br />\ It: ,\ \
<br />'I ._~\\
<br />J ~----- ,,\ ' ...~
<br />".,'" ~'
<br />~..'.....'
<br />. .
<br />
<br />\
<br />I
<br />\
<br />
<br /> \
<br />\
<br />\
<br />\ \
<br />I
<br />... \
<br />"
<br /> .-
<br /> , ,
<br /> \
<br /> \ I
<br /> \
<br /> \
<br /> )
<br /> I \
<br /> I \
<br /> (
<br /> FIRST STREET BASI
<br /> \
<br />
<br />\
<br />I
<br />I
<br />,
<br />
<br />E I ~39~,OOO
<br />,l
<br />
<br />,
<br />)
<br />
<br />, "", '-........:/?'-h.' 'I ('\ \
<br />'... '~ ',- "-, .-Vl'
<br />'I, " ",.. / I
<br />," i /' V
<br />..... ,I. 'I' \ I'
<br />\. )':~I ; I
<br />" ,
<br />/ Y Ii I
<br />~/Ii, I
<br />_~ __' / Ii
<br />,,/'" If
<br />.t -- I I' " ,
<br />,.,.- / ,
<br />
<br />(
<br />
<br />\ \
<br />, \\ \
<br />\ '
<br />11
<br />o
<br />I
<br />I
<br />\
<br />
<br />,.~. I,
<br />\ I I
<br />. \
<br />" i \
<br />
<br />, J
<br />, / lx
<br />5765,4
<br />/'
<br />
<br />I ..
<br />I '
<br />\
<br />
<br />\
<br />\
<br />
<br />\
<br />\
<br />--1""
<br />
<br />,
<br />, ,
<br />I.' I
<br />
<br />(\
<br />
<br />I /
<br />\. i
<br />
<br />r I r
<br />III
<br />I
<br />
<br />I
<br />
<br />E 1,396,OOO~
<br />1\1 'fT
<br />II
<br />
<br />I::
<br />II
<br />II:
<br />, I
<br />I I
<br />I,
<br />
<br />, i
<br />
<br />\
<br />
<br />. '1
<br />,
<br />
<br />'I,
<br />I
<br />i
<br />
<br />,
<br />I,
<br />1
<br />
<br />, ,
<br />
<br />,
<br />!
<br />
<br />1-
<br />1~
<br />,-
<br />
<br />N
<br />., ,
<br />
<br />.5?BO ~
<br />
<br />~~
<br />..,
<br />...,
<br />, ' .1' Vi
<br />13'.....' '\' Z
<br />_, . I U
<br />~.. . C>~'.,1~
<br />. '1 I
<br />. ..,~
<br />\
<br />i
<br />
<br />, I
<br />,\ \ SIXTEENTH
<br />'\ \ \ \ '
<br />) ) 31! ~~~299
<br />I
<br />
<br />\
<br />
<br />
<br />S~~~
<br />
<br />S1 BASI N
<br />3004
<br />. /oj 637, 5~1
<br />E 1,395,905 .i
<br />S~So~
<br />I
<br />^ . __'
<br />
<br />+:
<br />
<br />4802
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />
<br />100 YEAR
<br />FLOOD
<br />
<br />06:
<br />
<br />GROUND ELEVATION IN FEET I"
<br />MEAN SEA LEVEL DATUM
<br />
<br />..-.-.---...
<br />:l280
<br />
<br />.-
<br />
<br />CONTOUR INTERVAL 2.0'
<br />CROSS SECTION A.
<br />CROSS SECTION CONTINUED .
<br />
<br />/..- -......-- -"'-.....--
<br />
<br />. - ,~- ~.
<br />
<br />"
<br />
<br />.A
<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 />--to ... t; -...
<br />8 ~ Crntrr Linr \
<br />Station In 100ft.
<br />o from lower study limit
<br />
<br />-0
<br />
<br />I
<br />-+-
<br />I
<br />5280
<br />
<br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT
<br />
<br />SHEETS 1,6 AND PARTS OF 2,7,10,11
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6" C.F,L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 a 17,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE
<br />PLANE COORDI NATE 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:58I,255.78, GNAT-X: 1,231,566.60
<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 />6192.284. 4870.74PS-ELEVATION 4869,860, PREPARED BY ANALYTICAL
<br />SURVEYS,INC, 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907,
<br />
<br />SHEETS 3,4,5,8,9,12,13,14 AND PARTS OF 2,7,10,11
<br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE
<br />COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION, THE FOLLOWING (USC aG AND USGS)
<br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X'I,395,770,68,
<br />Y=613,033.6I, CASTLE X'I,432,094.8I, Y' 623,300.73, ANTLER
<br />X.I,37/,760,95, Y'630,47B.31. BASIS OF VERTICAL CONTROL:
<br />USC aGS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING
<br />BENCHMARKS: RIFLE ELEV, 5319.199, NEW CASTLE ELEV.5747,82.
<br />TOPOGRAPHY COMP/LED 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 />LEGEND
<br />iii (2) MAP SHEET NUMBER
<br />
<br />(~)
<br />
<br />-
<br />..
<br />f
<br />(4) :
<br />(
<br />
<br />
<br />(14)
<br />
<br />R92W~IW
<br />16S' ITSS
<br />
<br />(I)
<br />
<br />1-70
<br />
<br />.(10)
<br />
<br />(6
<br />
<br />COLORADO
<br />RIVER
<br />
<br />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />0. u, S. DEPARTMENT OF AGRICULTURE
<br />"=fI SOIL CONSERVATION SERVICE
<br />
<br />FLOOD PLAINS
<br />FLOOD PLA IN MANAGEMENT STUDY
<br />TOWN OF SILT
<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
<br />
<br />OF 14
<br />
|