<br />o
<br />o
<br />o
<br />Ol-
<br /><D
<br />C\J
<br />
<br />UJ
<br />
<br />UJ
<br />
<br /><t
<br />,
<br />Ol
<br /><D
<br />,
<br />
<br />()
<br />
<br />I-
<br />UJ
<br />W
<br />J:
<br />(/l
<br />
<br />J:
<br />()
<br />I-
<br /><1 '
<br />:!: I / j Open
<br />1/ ~
<br />:?
<br />
<br />g [J
<br />
<br />o
<br />,.:
<br /><D
<br />C\J
<br />
<br />UJ
<br />
<br />o
<br />
<br />I(
<br />
<br />J I
<br />
<br />N 607,000
<br />
<br />N 610,000
<br />
<br />N 609,000
<br />
<br />~'1-~
<br />'1-"\ x";)'J
<br />";)1>.
<br />
<br />x
<br />
<br />N 606,000
<br />
<br />N 608,000
<br />
<br />x
<br />
<br />264
<br />N 607,846
<br />E 1,271,014
<br />
<br />N 605,000
<br />
<br />261
<br />N 607,087
<br />E 1,272,228
<br />
<br />262
<br />N 607,115
<br />E 1,272,136
<br />
<br />264
<br />N 605,279
<br />E 1,270,590
<br />
<br />)('1-
<br />";) .
<br />
<br />x
<br />
<br />~
<br />"
<br />'';>
<br />~o
<br />'0
<br />00
<br />
<br />260
<br />N 607,011
<br />E 1,272,392
<br />
<br />r'
<br />
<br />261
<br />N 606,458
<br />E 1,272,001
<br />
<br />261
<br />N 605,969
<br />E 1,271,645
<br />
<br />262
<br />N 606,560
<br />E 1,271,989
<br />262
<br />N 606,062
<br />E 1,271,612
<br />
<br />'2.-
<br />,,~\\
<br />\0\
<br />
<br />~
<br />
<br />259 ~
<br />N 605,952
<br />E 1,271,895
<br />
<br />258
<br />N 605,903
<br />E 1,271,851
<br />
<br />x
<br />
<br />260
<br />N 605,965
<br />E 1,271,718
<br />
<br />C 69 3
<br />
<br />4539
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC a GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES \
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />X= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC a GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />N
<br />I
<br />Ol
<br /><D 6-
<br />,
<br />()
<br />I- 0
<br />UJ
<br />UJ X
<br />J:
<br />(/l
<br /> ~2
<br />:I:
<br />U +
<br />I-
<br /><1
<br />:!: I
<br /> 0
<br />
<br />LEGEND
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />PHOTO CENTER
<br />
<br />GRID POINT
<br />
<br />I CROSS SECTION
<br />
<br />POLE
<br />
<br />0
<br />0 -"'- FENCE
<br />o.
<br />N 0
<br />I'- TREE
<br />N
<br />-
<br />UJ G
<br /> BRUSH or SCRUB
<br /> .... _ I'
<br /> I I FOUNDATION or RUINS
<br /> ~__..J
<br /> SECTION LI N E
<br /> + FOUN 0 SECTION CO R N E R
<br /> -'- UNFOUND SECTION CO R N E R
<br /> I
<br /> - APPROX. SECT ION LINE
<br />
<br />L
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />"
<br />FROM 6 C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,81 17. 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4/67 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303-593-0093
<br />
<br />o
<br />o
<br />q
<br />I'-
<br />C\J
<br />
<br />200
<br />:
<br />
<br />SCALE IN
<br />o 0
<br />. .
<br />
<br />400
<br />.
<br />I
<br />
<br />FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />UJ
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAI N STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
|