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<br />
<br /><D
<br /><D
<br />I
<br />U
<br />
<br />f-
<br />l1J
<br />l1J
<br />:r
<br />en
<br />
<br />:r
<br />u
<br />f-
<br /><[
<br />::;:
<br />
<br />167
<br />N 557,393
<br />E 1,237,484
<br />168
<br />N 557,264
<br />E 1,237,608
<br />
<br />169
<br />N 557,205
<br />E 1,237,669
<br />
<br />170
<br />N 557,146
<br />E 1,237,743
<br />
<br />170
<br />N 556,892
<br />E 1,237,833
<br />
<br />~
<br />
<br />166
<br />N 557,566
<br />E 1,237,593
<br />
<br />E 1,238,000
<br />
<br />MATCH SHEET C- 84
<br />
<br />E 1,239,000
<br />
<br />E 1,240,000
<br />
<br />E 1,241,000
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />~O'5
<br />"~~
<br />~
<br />~'Z
<br />4~
<br />"~~
<br />~~
<br />~",:--
<br />~~'8
<br />~~
<br />
<br />~
<br />
<br />/
<br />I~
<br />
<br />170
<br />N 557,771
<br />E 1,238,212
<br />
<br />3~9B
<br />
<br />LEGEND:
<br />
<br />~
<br />
<br />IlOO-VEAR FLOOD BOUNDARY
<br />
<br />100-VEAR FLOOD BOUNDARY
<br />
<br />FLOODWAV
<br />
<br />+8.1
<br />4g18
<br />~
<br />
<br />STREAM STATlONINQ IN MIL!S
<br />
<br />BAS! FLOOD !L!VATlONS (SF!)
<br />
<br />~
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />3~97
<br />
<br />Where both the FIoodwey end the
<br />100-VMr Flood bound.rlt, ~ln'lde,
<br />only the Floodwey Boundery I. .hown.
<br />Where both the 100-VNr end the
<br />IlOO-Vur Flood Bounderl.. coln.lde,
<br />only the 100-Vur Flood Boundary I.
<br />shown.
<br />
<br />~
<br />
<br />~
<br />
<br />'J!
<br />
<br />
<br />4088
<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 />r<)
<br /><D
<br />I
<br />U
<br />
<br />NAME
<br />CATHERINE
<br />
<br />COORDINATES
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />
<br />X= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />ORDER
<br />2nd
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />f-
<br />l1J
<br />l1J
<br />:r
<br />en
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />:r
<br />u
<br />f-
<br /><[
<br />::;:
<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 />0
<br />0
<br />0
<br />6 LEGEND
<br /><D
<br />10
<br />Z ['::, 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 />0 SECTION LI NE
<br />0
<br />0
<br />ai + FOU N D SECTION CORNER
<br />10
<br />10
<br />Z -,-
<br /> I UN FOUND SECTION CORNER
<br /> -- APPROX, SECT ION 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 />PREPARED BY:
<br />ANALYTICAL 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 />IN FEET
<br />200
<br />,
<br />
<br />o
<br />o
<br />o
<br /><D
<br />10
<br />10
<br />Z
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD 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 />
|