|
<br />MATCH
<br />
<br />SHEET
<br />
<br />C-95
<br />
<br />N 538,000
<br />
<br />N 537,000
<br />
<br />MATCH SHEET C-96
<br />
<br />N 536,000
<br />
<br />N 535,000
<br />
<br />o
<br />o
<br />o
<br />o
<br />N
<br />N
<br />
<br />
<br />112
<br />N 535,844
<br />E 1,222,527
<br />
<br />112
<br />N 536,118
<br />E 1,222,248
<br />
<br />~
<br />
<br />106
<br />N 536,156
<br />E ',221,737
<br />
<br />~~
<br />,
<br />
<br />w
<br />
<br />~
<br />
<br />113
<br />N 537,656
<br />E 1,22.1,292
<br />
<br />III
<br />N 535,013
<br />E 1,222,005
<br />
<br />109
<br />N 534,941
<br />E 1,221,930
<br />
<br />III
<br />N 535,643
<br />E 1,221,580
<br />
<br />110
<br />N 535,593
<br />E 1,221,560
<br />
<br />113
<br />N 537,407
<br />E 1,220,673
<br />
<br />109-110
<br />N 535,090
<br />E 1,221,380
<br />
<br />N
<br />E
<br />
<br />105
<br />N 535,412
<br />E 1,221,330
<br />105
<br />N 534,980
<br />E 1,221,282
<br />
<br />~
<br />
<br />~
<br />
<br />o
<br />o
<br />o
<br />of
<br />~. ~
<br />
<br />N
<br />E
<br />
<br />108
<br />N 534,258
<br />E 1,221,478
<br />
<br />104
<br />N 534,532
<br />E 1,221,115
<br />
<br />103
<br />N 534,379
<br />E 1,221,060
<br />
<br />103
<br />N 534,204
<br />E 1,220,918
<br />
<br />w
<br />
<br />108
<br />N 534,506
<br />E 1,221,166
<br />
<br />107
<br />N 534,386
<br />E 1,221,127
<br />
<br />
<br />107
<br />N 533,705
<br />E 1,221,011
<br />
<br />MATCH EDGE DEBEQUE, CO.
<br />NICHOLS a ASSOCIATES INC.,4-82
<br />
<br />~
<br />
<br />107
<br />N 533,707
<br />
<br />E 1,220~ 106
<br />
<br />~I\ N 533,646
<br />~0~33/678 ~ ~~~r? E 1,220,961
<br />E 1,220,812 '
<br />o
<br />'J rvO)
<br />107 ~"'O~
<br />
<br />106 102
<br />102 N 533,560
<br />E 1,220,949
<br />
<br />~
<br />
<br />LEGEND:
<br />
<br />102
<br />103 N 533,763
<br />~E 1,219,799
<br />
<br />( 103
<br />N 533,544
<br />E 1,220,897
<br />
<br />4849,7
<br />~BM - 73 P.S,
<br />103
<br />N 533,674
<br />E 1,220,729
<br />
<br />o
<br />o
<br />o_
<br />lD
<br />
<br />IlOO-YEAR FLOOD BOUNDARY
<br />
<br />~
<br />
<br />100-YEAR FLOOD BOUNDARY
<br />
<br />104
<br />N 534,647
<br />E 1,219,801
<br />
<br />N
<br />
<br />w
<br />
<br />FLOODWAY
<br />~.7 STREAM STATIONING IN MILES
<br />~ ISASEFLOOD ELEVATIONS (IS FE)
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />Where both the FIoocIway and the
<br />100-Y.., Flood boundM'1es colnslde,
<br />only the FIoodway lSoundety Is shown.
<br />Where both the 100-Y'" and the
<br />500-Y.., Flood lSoundM'1es colnslde,
<br />only the 100-Y.., Flood lSoundety Is
<br />shown.
<br />
<br />~
<br />
<br />N 534,000
<br />
<br />4098
<br />
<br />l
<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 ORDER COORDINATES
<br /> CATHERINE 2nd X= 1,516,508.42
<br /> Y= 581,255,78
<br /> GNAT 3rd X= 1,231,566.60
<br /> Y= 523,643.10 I
<br /> I
<br /> . I
<br /> BASIS OF VERTICAL CONTROL: USC a GS I
<br />0 SEA LEVEL DATUM BASED ON THE I
<br />0 FOLLOWING BENCHMARKS: I
<br />o.
<br />t<)
<br />N NAME ORDER ELEVATION
<br />N.
<br />- 0-156 2nd 6192,284
<br />w 4870,74 PS 2nd 4869,860
<br />
<br />o
<br />o
<br />o_
<br />N
<br />N
<br />N
<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 />W BRUSH or SCRUB
<br />... _ I'
<br />I I FOUNDATION or RUINS
<br />,-__J
<br />
<br />w
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UN FOUND 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 />o
<br />o
<br />~
<br />N
<br />N
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC,
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO, 80907
<br />303-593-0093
<br />
<br />w
<br />
<br />200
<br />I
<br />
<br />SCALE
<br />o 0
<br />,
<br />
<br />400
<br />I
<br />
<br />IN FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAIN 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 />
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