|
<br />o
<br />o
<br />Q
<br />to
<br />l()
<br />
<br />z
<br />
<br />o
<br />o
<br />0_
<br />o
<br />to
<br />l()
<br />
<br />z
<br />
<br />'~O
<br />"JO)('1i
<br />rvO)
<br />
<br />;(
<br />
<br />E 1,225,000
<br />
<br />E 1,227,000
<br />
<br />E 1,228,000
<br />
<br />E 1,226,000
<br />
<br />)(
<br />
<br />1>1
<br /><20)(/f)
<br /><21
<br />
<br />
<br />)(
<br />
<br />155
<br />N 563,922
<br />E 1,227,235
<br />
<br />)(
<br />
<br />155
<br />N 562,012
<br />E 1,225,821
<br />
<br />154
<br />N 563,223
<br />E ',227,569
<br />
<br />I
<br />I~
<br />
<br />)(
<br />
<br />153
<br />N 562,817
<br />E ',228,109
<br />
<br />o
<br />o
<br />Q
<br /><;t
<br />to
<br />l()
<br />
<br />z
<br />
<br />5321
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 81 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 />8ASIS OF VERTICAL CONTROL: USC 81 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />D-156
<br />4870.74 PS
<br />
<br />ELEVATION
<br />6192,284
<br />4869,860
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />LEGEND
<br />
<br />I::::,
<br />o
<br />X
<br />~2
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />PHOTO CENTER
<br />
<br />+
<br />
<br />GRID POINT
<br />
<br />CROSS SECTION
<br />
<br />o POLE
<br />
<br />~><- FENCE
<br />o TREE
<br />
<br />w
<br />
<br />BRUSH or SCRUB
<br />
<br />,... _ J'
<br />I I
<br />~--~
<br />
<br />FOUNDATION or RUINS
<br />
<br />SECTION LINE
<br />
<br />+
<br />
<br />FOUND SECTION CORNER
<br />
<br />MATCH EDGE ROAN CREEK CO.
<br />
<br />O' INTERMOUNTAIN TECHNICAL SEVICES
<br />Q:-
<br />6/82
<br />
<br />153
<br />N 561,358
<br />E 1,227,049
<br />
<br />152
<br />N 561,814
<br />E 1,228,606
<br />
<br />;(
<br />
<br />152
<br />N 560,922
<br />E 1,227,650
<br />
<br />151
<br />N 560,499
<br />E 1,228,062
<br />
<br />151
<br />N 560,747
<br />E 1,228,799
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C - 87 - I
<br />
<br />E 1,230,000
<br />
<br />E 1,229,000
<br />
<br />)(
<br />
<br />151
<br />N 561,160
<br />E 1,229,041
<br />
<br />(-87-2
<br />
<br />o
<br />o
<br />o
<br />rri
<br />to
<br />l()
<br />
<br />z
<br />
<br />o
<br />o
<br />o
<br />N
<br />to
<br />l()
<br />
<br />z
<br />
<br />_I-
<br />I
<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. 15,16,81 17, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC,
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO, 80907
<br />303-593-0093
<br />
<br />SCALE IN FEET
<br />200 0 0 200
<br />I '
<br />
<br />400
<br />I
<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 />
|