|
<br />/
<br />
<br />E 1,243,000
<br />
<br />E 1,244,000
<br />
<br />E 1,245,000
<br />
<br />MATCH SHEET C-82
<br />
<br />o
<br />o
<br />o
<br />C\l
<br />~
<br />C\l
<br />
<br />
<br />176
<br />N 564,415
<br />E 1,243,508
<br />
<br />176
<br />N 563,346
<br />E 1,244,300
<br />
<br />~
<br />
<br />176
<br />N 563,604
<br />E 1,243,771
<br />
<br />~~
<br />,
<br />
<br />--
<br />
<br />175
<br />N 562,500
<br />E 1,243,854
<br />
<br />LEGEND:
<br />
<br />w
<br />
<br />175
<br />N 565,095
<br />E 1,242,090
<br />
<br />175
<br />N 563,266
<br />E 1,242,994
<br />
<br />500-Y!AR FLOOD BOUNDARY
<br />
<br />~
<br />
<br />100-Y!AR FLOOD BOUNDARY
<br />
<br />FLOODWAY
<br />
<br />+ 8.9 STREAM STATIONING IN MILES
<br />4924
<br />~ BASE I'LOOD ELEVATIONS (BF!)
<br />
<br />174
<br />N 561,825
<br />E 1,243,626 NOTE:
<br />
<br />174
<br />
<br />Where both the Floodwey and the
<br />100-Y....l'lood boundarIM colnalde,
<br />only the Floodway Boundary I. shown.
<br />Where bO~OO-Y_ and the
<br />500-YlIllI'FI undarIM coln.lde,
<br />only the 1 YNr I'Iood Boundary I.
<br />shown,
<br />
<br />o
<br />o
<br />0_
<br />~
<br />C\l_
<br />
<br />w
<br />
<br />/.,
<br />/s't""~
<br />I""""
<br />
<br />174
<br />N 563,819
<br />E 1,241,354
<br />
<br />173
<br />N 560,612
<br />E 1,243,252
<br />
<br />~
<br />
<br />o
<br />o
<br />Q.
<br />o
<br />~
<br />C\l
<br />
<br />w
<br />
<br />173
<br />N 563,191
<br />E 1,240,664
<br />
<br />173
<br />N 562,288
<br />E 1,241,196
<br />
<br />~
<br />
<br />/
<br />
<br />4920," / 0
<br />j
<br />
<br />00
<br />o
<br />~'
<br />'Qro
<br />~
<br />
<br />4921.6 X
<br />
<br />~
<br />
<br />N 563,000
<br />
<br />MATCH
<br />
<br />4086
<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 = 1,516,50B.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 />o
<br />o
<br />q
<br />\D
<br />10
<br />2
<br />
<br /> LEGEND
<br />6, HORIZ. CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />+ GRID POINT
<br />
<br />, CROSS SECTION
<br />0 POLE
<br />-)(- FENCE
<br />0 TREE
<br />~J BRUSH or SCRUB
<br />r- - I'
<br />I I FOUNDATION or RUINS
<br />L.__.J
<br />
<br />SECTION LINE
<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 />o
<br />o
<br />o
<br />o
<br />\D
<br />10
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303 - 593-0093
<br />
<br />200
<br />,
<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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