<br />3831
<br />N 626,084
<br />E 1,346,386
<br />
<br />382
<br />N 626,096
<br />E 1,346,215
<br />
<br />N 626,000
<br />
<br />+
<br />
<br />
<br />382
<br />N 625,267
<br />E 1,346,233
<br />
<br />MATCH EDGE RIFlE,CO.
<br />KUCERA, 5/80
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />381
<br />N 625,704
<br />E 1,344,525
<br />
<br />~_J+18
<br />1213
<br />
<br />380
<br />N 624,395
<br />E 1,343,711
<br />
<br />380
<br />N 625,200
<br />E 1,343,298
<br />
<br />N 625,000
<br />
<br />MATCH SHEET C-47
<br />
<br />N 624,000
<br />
<br />N 623,000
<br />
<br />5290
<br />
<br />5300
<br />
<br />531
<br />
<br />-
<br />
<br />-
<br />
<br />@5259.2 X5261.8
<br />
<br />5261.3X
<br />
<br />r rv "'---
<br />"--^ -^-'O
<br />
<br />Y"v')
<br />5257.0 --^-r J
<br />5260.7XvJ -.f'or-
<br />If ).
<br />J "I)
<br />~ +1~l'5270
<br />~ ~ I
<br />\
<br />
<br />I :
<br />
<br />MATCH SHEET C-48
<br />
<br />N 622,000
<br />
<br />,...:
<br />CO)
<br />+
<br />
<br />383
<br />N 622,269
<br />E 1,346,347
<br />
<br />-:Iz
<br />
<br />'------'
<br />
<br />5266
<br />
<br />x
<br />
<br />~
<br />::::.:
<br />Q:
<br />i
<br />
<br />+
<br />
<br />382
<br />
<br />382
<br />N 622,127
<br />E 1,345,716
<br />
<br />MATCH EDGE RIFlE,CO.
<br />KUCERA, 5/80
<br />
<br />381
<br />N 622,484
<br />E 1,344,597
<br />
<br />381
<br />N 621,963
<br />E 1,344,660
<br />
<br />LEGEND:
<br />
<br />500-YEAR FLOOD BOUNDARY
<br />
<br />100-YEAR FLOOD BOUNDARY
<br />
<br />X 526 .6
<br />
<br />FLOODWAY
<br />+36.6 STREAM STATIONING IN MILES
<br />~ BASE FLOOD ELEVATIONS (BFE)
<br />
<br /> I
<br /> 5260.
<br /> ! XI
<br /> 8
<br /> 0
<br />5254.7 I'-
<br />X
<br />
<br />rV\.-- 5252.5X
<br />~ X:;'52A
<br />~ ~
<br />
<br />) 525~.3 g524B\~
<br />l
<br />
<br />Elev. 5241.1
<br />
<br />MATCH SHEET C-50
<br />
<br />NOTE:
<br />
<br />Where both the Floodwey end the
<br />100-Yeer Flood boundaries colnslde
<br />only the Floodway Boundary Ie aho~n.
<br />Where both the 100-Year and the
<br />500-Year Flood Boundaries colnslde
<br />only the 100-Year Flood Boundary Ia'
<br />shown.
<br />
<br />19,30
<br />^v-i<i' 2~
<br />
<br />3BO
<br />N 622,737
<br />E 1,343,671
<br />
<br />380
<br />N 622,134
<br />E 1,343,506
<br />
<br />o
<br /><.0
<br />C\J
<br />~ I
<br />
<br />5266. X i
<br />Illr:111 I
<br />5257.7
<br />
<br />+
<br />CO
<br />eD
<br />CO)
<br />
<br />379
<br />N 621,671
<br />E 1,342,542
<br />
<br />C-49
<br />
<br />4077
<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 />o
<br />o
<br />q
<br /><.0
<br />~
<br />r<)
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS'
<br />
<br />-
<br />w
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br /> LEGEND
<br /> [:), HORIZ. CONTROL
<br /> 0 VERTICAL CONTROL
<br /> X BENCHMARK
<br /> ~2 PHOTO CENTER
<br /> + GRID POINT
<br />0
<br />0
<br />q I CROSS SECTION
<br />It)
<br />~
<br />r<)
<br />-: 0 POLE
<br />w
<br /> -"'- FENCE
<br /> 0 TREE
<br /> G BRUSH or SCRUB
<br /> ... _ I'
<br /> I I FOUNDAT ION or RUINS
<br /> L.__..J
<br />
<br />SECTION LINE
<br />
<br />+
<br />
<br />FOUND SECTION CORNER
<br />
<br />I
<br />-1-
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />- - APPROX. SECTION LINE
<br />
<br />o
<br />o
<br />o
<br /><f
<br />~
<br />r<)
<br />
<br />-
<br />w
<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 />1
<br />
<br />SCALE IN FEET
<br />o 0 200
<br />" ,
<br />
<br />400
<br />I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />o
<br />o
<br />o
<br />r<f
<br />~
<br />r<)
<br />
<br />FLOOD PLAIN STUDY
<br />
<br />-:
<br />
<br />w
<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 />
|