|
<br />
<br />E 1,224,000
<br />
<br />E 1,228,000
<br />
<br />E 1,225,000
<br />
<br />"/
<br />
<br />LEGEND:
<br />
<br />500-YEAR FLOOD BOUNDARY
<br />
<br />100-VEAR FLOOD BOUNDARY
<br />
<br />FLOODWAV
<br />
<br />~,7
<br />4868
<br />~
<br />
<br />STREAM STATIONING IN MILES
<br />
<br />BASE FLOOD ELEVATIONS (BFE) /
<br />
<br />)(
<br />
<br />I
<br />I~
<br />
<br />NOTE:
<br />
<br />Where both the Floodway and the
<br />100-Vear Flood boundaries colnslde,
<br />only the Floodwey Boundary I. .hown,
<br />Where both the 100-Vear and the
<br />500-V..r Flood Boundarle. colnslde,
<br />only the100-Vear Flood Boundary '1
<br />Ihown,
<br />
<br />o
<br />X 4877.5 8_
<br /><D
<br />v
<br />U'l
<br />
<br />o
<br />o
<br />o
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<br />v
<br />U'l
<br />
<br />124
<br />N 544,031
<br />E 1,226,034
<br />
<br />z
<br />
<br />"/
<br />
<br />,~/
<br />6' :, S I 2 4
<br />6'~ ~ ~,~4,054
<br />~226,4160
<br />
<br />'"
<br />~
<br />
<br />123
<br />N 543,109
<br />E ',226,294
<br />
<br />"/
<br />
<br />123
<br />N 543,225
<br />E 1,226,731
<br />
<br />123
<br />
<br />o
<br />o
<br />o
<br />(\J
<br />v
<br />U'l
<br />
<br />o
<br />o
<br />o
<br />.n
<br />4883,5 X v
<br />~ U'l
<br />
<br />Z
<br />
<br />MATCH EDGE DeBEQUE
<br />NICHOLS ASSOCIATES
<br />
<br />CO,
<br />
<br />z
<br />
<br />122
<br />N 542,430
<br />E 1,226,503
<br />
<br />U'l
<br />en
<br />I
<br />u
<br />
<br />I-
<br />w
<br />W
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<br />
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<br />I-
<br /><t
<br />::t
<br />
<br />X4865,8
<br />
<br />4094
<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 />D-156
<br />4870,74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192,284
<br />4869,860
<br />
<br />z
<br />
<br /> LEGEND
<br />6. HORIZ, CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />+ GRID POINT
<br /> CROSS SECTION
<br />0 POLE
<br />-><- FENCE
<br />0 TREE
<br />G BRUSH or SCRUB
<br />.... _ I'
<br />I I FOUNDATION or RUINS
<br />L..__..J
<br />
<br />SECTION 1I NE
<br />
<br />+
<br />
<br />FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX. SECTION LINE
<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 />en
<br />I
<br />U
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, I NC,
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO, 80907
<br />303-593-0093
<br />
<br />I-
<br />W
<br />W
<br />I
<br />Ul
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />I . , I
<br />
<br />I
<br />U
<br />I-
<br /><t
<br />::t
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />o
<br />o
<br />o
<br />.t
<br />v
<br />U'l
<br />
<br />FLOOD
<br />
<br />PLAI N STUDY
<br />
<br />z
<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 />
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