|
<br />N 1,328,000
<br />
<br />E 1,329,000
<br />
<br />II I~ W /~ :!(L ~ A ( Y v
<br />II ~ ~/ ~ X5206~ ~"t
<br />II i IT /;JpJ X 5206.4 ~ f? J ~
<br />/ ' \H \ D .J 1/ .
<br />~~! \\\ \\~" \? \52:::' ; (.. (
<br />~ ~1\~ ,,(Ir X5207.0 ~.~. .
<br />~~ . 0 0 ,~~'o I . ~.';Z,
<br />~~ \ \\\\\F .:~~;t~ ~~~0511.O
<br />~ ~\ r ~i7 ~205.4
<br />~ ~ ~\ 5201.2 '4
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<br />~ ~ \ II l .; IPI!\ /l .
<br />~ ~~\'N~~ \~.: Z /~! Y519~5~'
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<br />,.;;: '\.'\. 0
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<br />
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<br />
<br /><2
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<br />
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<br />
<br />---. -- - - - -- --- ------ -
<br />
<br />E 1,330,000
<br />
<br />MATCH SHEE T
<br />
<br />C-55
<br />
<br />/ rJ(/~
<br />
<br />5203,5
<br />X
<br />
<br />t 5205.7
<br />X
<br />
<br />f((
<br />
<br />
<br />342
<br />
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<br />~~
<br />
<br />~
<br />
<br />~:
<br />~
<br />~ ~I
<br />tl/; / II )
<br />U YI
<br />
<br />340
<br />N 610,847
<br />E 1,328,277
<br />
<br />Ii ~ If;
<br />~/ /' ~ ~ g
<br />.L~/ J\~/' ~" ~
<br />.'" ;;:::'-~ I (1/, z
<br />~)l.~ y
<br />5311;~it/ "~~ ~
<br />/ ~// 5320~.( ~
<br />!. 11/ / ~. r
<br />~ ~'- -I~ ::;~~'" ~
<br />7 ~:\y~~
<br />~ ~t~
<br />""'~~B~
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<br />~f~~~~
<br />~~ ~~~. ./~~~~
<br />~'?~o ~ /': ~ 5350 ~ /H~L ,~
<br />
<br />.~ _"o~}(~ ~ ~~~
<br />~g!(0~ ~ ~~~~v~
<br />/7Y~/ ~"j~ '\(~~26 ~625
<br />
<br />.J_ 345 346 34 35 35+3~
<br />r;;::::: 'N 613,586 N 613,429 348
<br />E 1,332,362 E 1,332,696 N 613,384
<br />E 1,332,753
<br />342
<br />N 613,137
<br />E 1,328,962
<br />
<br />E 1,331,000
<br />
<br />"L
<br />.'V
<br />~'/
<br />-
<br />
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<br />+
<br />
<br />341
<br />N 612,365
<br />E 1,328,350
<br />
<br />+
<br />
<br />E I ,332,000
<br />
<br />E 1,333,000
<br />
<br />A
<br />//~/
<br />5~~
<br />'\~/" ,O~~,,~~
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<br />5298.2@j
<br />~48 00
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<br />
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<br />
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<br />
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<br />
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<br />
<br />( 342
<br />N 612,925
<br />E 1,328,228
<br />
<br />347
<br />N 613,394
<br />E 1,332,715 <
<br />
<br />34+35
<br />
<br />3f
<br />
<br />342
<br />N 612,722
<br />E 1,329,599
<br />
<br />+
<br />
<br />+
<br />
<br />LEGEND:
<br />
<br />500-VEAR FLOOD BOUNDARY
<br />
<br />341
<br />N 611,940
<br />E 1,329,018
<br />
<br />100-VEAR FLOOD BOUNDARY
<br />
<br />~
<br />
<br />N
<br />
<br />~
<br />
<br />.
<br />
<br />FLOODWAV
<br />
<br />+32.8
<br />5204
<br />~
<br />
<br />STREAM STATIONING IN MILES
<br />
<br />BASE FLOOD ELEVATIONS (BFE)
<br />
<br />NOTE:
<br />
<br />Where both the Floodway and the
<br />100-V..r Flood boundarl.. colnllde,
<br />only the Floodway Boundary II Ihown.
<br />Where both the100-Vear and the
<br />500-Vear Flood Boundarl.. colnllde,
<br />only the 100-V..r Flood Boundary 'I
<br />Ihown.
<br />
<br />+
<br />
<br />+
<br />
<br />C-56
<br />
<br />4081
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAM8ERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC a GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME ORDER
<br />CATHERINE 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 3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC a 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 />,.., 6, HORIZ. CONTROL
<br />III
<br />I
<br />U 0 VERTICAL CONTROL
<br />l- X BENCHMARK
<br />w
<br />w ~2 PHOTO CENTER
<br />:x:
<br />en
<br />:x: + GRID POINT
<br />u
<br />I-
<br /><[
<br />:;:
<br /> I CROSS SECTION
<br />Q 0 POLE
<br />Q
<br />~
<br />N
<br />iD ->(- FENCE
<br />z 0
<br /> TREE
<br /> G BRUSH or SCRUB
<br /> .... _ I'
<br /> I 1 FOUNDATION or RUINS
<br /> ~__.J
<br /> SECTION LI NE
<br /> + FOUN D SECTION CORNER
<br /> I UNFOUND SECTION CORNER
<br /> -1-
<br /> -- APPROX. SECTION LINE
<br />
<br />o
<br />o
<br />o
<br /><D
<br />Z
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,I6,a 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 0 200 400
<br />I ,. . I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAIN STUDY
<br />
<br />o
<br />o
<br />0_
<br />Q
<br /><D
<br />Z
<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 />
|