|
<br />E 1,220,000
<br />
<br />E 1 ,221,000
<br />
<br />E 1,222,000
<br />
<br />E 1,223,000
<br />
<br />)(
<br />
<br />)(
<br />
<br />)(
<br />
<br />I
<br />I~
<br />
<br />)(
<br />
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<br />o
<br />o
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<br />v
<br />It)
<br />
<br />
<br />LEGEND:
<br />
<br />)(
<br />
<br />)(
<br />
<br />llOO-YEAR fLOOD BOUNDAR'(
<br />
<br />1DO-YEAR FLOOD BOUNDAR'(
<br />
<br />. fLooDWAY
<br />
<br />)(
<br />
<br />STREAM STATlONINQ IN MiLeS
<br />
<br />4858 .
<br />~ BASI! FLOOD I!LI!VATIONS (BFI!)
<br />
<br />z
<br />
<br />NOTE:
<br />
<br />6/
<br />
<br />j'/
<br />
<br />)(
<br />
<br />Where both the Floodway and the
<br />1DO-Y_ Flood boundar'" colnslde,
<br />only the Floodway Boundary I. ahown.
<br />Where both the 1DO-Y.... and the
<br />llOO-Y_ Flood Boundar'" coln.lde,
<br />only the 1DO-Y_ Flood Boundary I.
<br />ahown.
<br />
<br />114
<br />N 540,824
<br />E 1,222,185
<br />
<br />114
<br />
<br />)(
<br />
<br />)(
<br />
<br />MATCH EDGE DeBEQUE
<br />NICHOLS ASSOCIATES
<br />
<br />CO.
<br />
<br />3~B9
<br />
<br />INC., 4-82
<br />
<br />115
<br />N 540,946
<br />E 1,223,408
<br />
<br />119
<br />N 541,282
<br />E 1,224,056
<br />
<br />120
<br />N 541,484
<br />E 1,224,149
<br />
<br />
<br />8
<br />o
<br />oi
<br />t<l
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<br />
<br />z
<br />
<br />X 4865.0
<br />
<br />4865.3X
<br />
<br />.....
<br />en
<br />,
<br />u
<br />
<br />I-
<br />lJJ
<br />W
<br />:r
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<br />
<br />1:
<br />U
<br />I-
<br /><l:
<br />::l:
<br />
<br />~...
<br />...~... W.L. 4849.0
<br />
<br />C-95
<br />
<br />MATCH
<br />
<br />SHE ET
<br />
<br />C - 96
<br />
<br />E I ,224,000
<br />
<br />E 1,225,000
<br />
<br />4096
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 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 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />D-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />o
<br />o
<br />o
<br />'"
<br />v
<br />It)
<br />
<br />6
<br />
<br />o
<br />X
<br />~2
<br />
<br />PHOTO CENTER
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />+
<br />
<br />GRID POINT
<br />
<br />z
<br />
<br />, CROSS SECTION
<br />
<br />o POLE
<br />
<br />-><- FENCE
<br />o TREE
<br />
<br />G
<br />
<br />BRUSH or SCRUB
<br />
<br />,. _ I'
<br />I I
<br />L..__.J
<br />
<br />FOUNDATION or RUINS
<br />
<br />SECTION LINE
<br />
<br />+
<br />
<br />FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX. SECTION LINE
<br />
<br />o
<br />o
<br />o
<br />C\J
<br />v
<br />It)
<br />
<br />z
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />r<)
<br />en
<br />I
<br />u
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303-593-0093
<br />
<br />f-
<br />W
<br />W
<br />:r
<br />(fl
<br />
<br />SCALE IN
<br />o 0
<br />, ,
<br />
<br />FEET
<br />200
<br />,
<br />
<br />400
<br />I
<br />
<br />200
<br />I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />:r
<br />u
<br />I-
<br /><l:
<br />::l:
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAIN STUDY
<br />
<br />o
<br />o
<br />o
<br />
<br />v
<br />It)
<br />
<br />PREPARED FOR
<br />
<br />z
<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 />
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