|
<br />E 1,236,000
<br />
<br />E 1,237,000
<br />
<br />E 1,238,000
<br />
<br />E 1,239,000
<br />
<br />o
<br />o
<br />o
<br />en
<br />It)
<br />It)
<br />z
<br />
<br />
<br />~
<br />
<br />~
<br />
<br />/
<br />I~
<br />
<br />~
<br />
<br />LEGEND:
<br />
<br />SOO-VEAR 1"1.00D BOUNDARY
<br />
<br />~
<br />
<br />170
<br />N 561,789
<br />E 1,239,502
<br />
<br />167
<br />N 562,324
<br />E 1,238,753
<br />
<br />100-VEAR FLOOD BOUNDARY
<br />
<br />.
<br />
<br />FLOODWAV
<br />
<br />168 172
<br />N 562,151 N 562,505 0
<br />E 1,239,593 E 1,239,797 0
<br /> q
<br /> r<J
<br /> \D
<br /> It)
<br />169 172 z
<br />N 562,098 N 561,591
<br />E 1,239,660 E 1,240,395
<br /> WESTERN RR.
<br />
<br />+7.5 STREAM STATIONING IN MILES
<br />4912
<br />~ BASE FLOOD ELEVATIONS (BFE)
<br />
<br />~
<br />
<br />o
<br />o
<br />o
<br />cS
<br />\D
<br />It)
<br />Z
<br />
<br />NOTE:
<br />
<br />Where both the Floodway and the
<br />100-V..,. Flood boundar:.. colnald.,
<br />only the Floodway Boundary ,. shown.
<br />Where both the 100-V..,. and the
<br />SOO-V.... Flood Boundarle. coInalde,
<br />only the 100-V..r Flood Boundary I.
<br />shown.
<br />
<br />4963.4
<br /> r<J
<br /> CD
<br /> I
<br /> U
<br /> I-
<br /> W
<br /> W
<br /> :I:
<br /> (/)
<br />4950
<br /> :I:
<br /> u
<br /> I-
<br /> <l:
<br /> ::;:
<br />
<br />~
<br />
<br />~
<br />
<br />-\-1.5
<br />
<br />\D
<br />CD
<br />I
<br />U
<br />
<br />I-
<br />W
<br />W
<br />:I:
<br />(/)
<br />
<br />:I:
<br />U
<br />I-
<br /><l:
<br />::;:
<br />
<br />-,
<br />
<br />4087
<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 />b 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 />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />_I-
<br />I
<br />
<br />UN FOUND SECTION CORNER
<br />
<br />- - APPROX. SECTION LINE
<br />
<br />o
<br />o
<br />q
<br />* COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />It) FROM 6" C.F. L. VERTICAL AERIAL
<br />Z PHOTOGRAPHY TAKEN NOV. 15,16,8 J7, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANAL nlCAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303-593-0093
<br />
<br />200
<br />I
<br />
<br />SCALE
<br />o 0
<br />,
<br />
<br />400
<br />I
<br />
<br />I N FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAI N STU DY
<br />
<br />o
<br />o
<br />o
<br />\D
<br />It)
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />Z
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />DECEMBER, 1982
<br />
|