|
<br />N 578,000 N 577,000 MATCH SHEET RF-3
<br />
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<br />i II
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<br />~ 7~.--. +- X-T--, ><~-d x ? 'x ~v X ,,>c, 6F6 ~o RD 100 0 ~627Q'Jl ~b7 /7r- ':jg A + I ____ ,/ ~ r---JfI ^-o
<br />~~:' ~\ ~ \ fiR / x x I~) 986 ~ d!/i;j r7' / ~ ~ 6271.10 I{)~ ~
<br />I FI~'~ +- ))ill,) ( /~ ~~fl 21 o<;:\(tl.~ x e:::::''2. ~. ~ ~~x--,; ~ "'~X.,j626~.[::1~~___________-", " .::-- X I.
<br />PI/~L +rf[ 10));~1 i ,CATHERINE 1\ \~,\ /---o,-"Vt-:=g; _~ \.-
<br />II J!~X :t' 05211 x \ ~ \J x (X1i.g]{,~x_ q 0 I I rn"\\ j ,~ 7!~')~ ~ 6270~_______"'; \ ) .
<br />~'Jtw/~:!v ,;'C(t ,) r.~~l/ :G)-',bff!\V(frJ J ~f Irlf I -~ __~~~~ ~I U), l \,Q, ,
<br />fAlII Ir///( ( I I '\. ~x~ U /o! / / I Jj ((, G I / '._ J- / '\, fC'I""\\ -- -. '--./ ~- <-.~t~ '!f~ ~ A
<br />0~?:~ ~~ j x" 988
<br />IVAJ 11m ./. '( (' If"-!; 19: :Jj()jj ~<: /;' ~ . <\/ r?\ \/ f/if MUCFO~'9a6 ~~. ,/ ; ;.~;;~'45
<br />~ ~~ r ~ ( /1 x ~. / -c. II I~ ~ '\ I, - \) \,y ~ x6266.2 ',-- 2<,0 29 .6YC9f~HERINE ~8~74,446
<br />6303~~ 111'!J~:f9IZ 12 '. b'x.~~J BR 1 DG [ E 1,532,739
<br />, ~J ; - ) \\ "'-C.,I \J- ,
<br />'\ I 'Y (Ii f \ I', ' '. 987 987
<br />'I~ / I' : n {j / / ~ ~ '\ ,i ~1 986 N 574,830
<br />\ I [ii, N I, i ',I ;' '. _J f,l""" ....1/ -', >'lr -. 1,.i1'" (\, f:'/ __ x626\0~ I ~ ~ \'- E 1,532,860
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<br />~ . I I /-~ 0 ({) , I -, } II /; ~ Ir:A : N 574,895
<br />/ ( -, ),,! I ) I{)~O . ~ 98~ ~/-'~'J / I~ --f/I VI) 0 A /11 ~o : f;/ ~ ~ E 1,532,833 986
<br />,1 N 574,510
<br />, \ \ I ' \ -- r. , (. / I r / fI 1 X E 1,532,597
<br />If \)! / / J):J-I I i WI x ~ \-) r 'j //- I ~ I /~J/,;;b;- ./ /./~6269 ~: .- ~ 0 :I~
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<br />MATCH SHEET RF-5 R F - 4
<br />
<br />N 579,000
<br />
<br />I
<br />+---
<br />
<br />9A8
<br />N 576,521
<br />E 1,533,332
<br />
<br />987
<br />N 576,543
<br />E 1,533,265
<br />
<br />986
<br />N 576,552
<br />E 1,533,233
<br />
<br />--.J_
<br />I
<br />
<br />985
<br />
<br />N 576,918
<br />E 1,532,292
<br />
<br />964
<br />N 577,004
<br />E 1,531,061
<br />
<br />~8
<br />
<br />N 576,000
<br />
<br />N 575,000
<br />
<br />N 574,000
<br />
<br />T
<br />
<br />~KJ>lr~\.. nl
<br />
<br />\. . ~ ,I
<br />---'" ~ II
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<br />l
<br /><
<br />
<br />8~
<br />, \ ~'
<br />'~H\.o
<br />, \J1
<br />M\\
<br />
<br />989
<br />N 574,426
<br />E 1,534,046
<br />
<br />\
<br />
<br />I z
<br />
<br />I:E
<br />C\J
<br />CD
<br />
<br />/4
<br />
<br />6286.5
<br />
<br />987
<br />N 574,510
<br />E 1,5;32,613
<br />
<br />+
<br />
<br />985
<br />
<br />N 574,626
<br />E 1,531,779
<br />
<br />.J- ,
<br />I
<br />
<br />o
<br />o
<br />o
<br />I')
<br />Il)
<br />
<br />w
<br />
<br />3706
<br />
<br />o
<br />o
<br />o
<br />~
<br />I')
<br />LD.
<br />
<br />BASIS OF HORIZONTAL CONTROL THE
<br />COLO ,ADO STATE PLANE COORDINATE
<br />SYST~M, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION THE FOLLOWING (USC a GS
<br />ANDIOR USGS) TRIANGULATION STATIONS
<br />WERE USED
<br />
<br />NAME ORDER
<br />CATHERINE 2nd
<br />
<br />COORDINATES
<br />X = 1,516,508 42
<br />Y= 581,25578
<br />
<br />X= 1,231,56660
<br />Y= 523,64310
<br />
<br />w
<br />
<br />GNAT 3rd
<br />
<br />BASIS OF VERTICAL CONTROL USC a GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING 8ENCHMARKS
<br />
<br />NAME
<br />D-156
<br />487074 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192 284
<br />4869860
<br />
<br />LEGEND
<br />
<br />o
<br />o
<br />o
<br />1')-
<br />I')
<br />Il).
<br />
<br />6. HORIZ CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />w
<br />
<br />+ GRID POINT
<br />
<br />, CROSS SECTION
<br />
<br />o POLE
<br />
<br />-x- FENCE
<br />o TREE
<br />
<br />;VV)
<br />'-v .) 8RUSH or SCRU8
<br />
<br />r- - I'
<br />I I FOUNDATION or RUINS
<br />~__.J
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />o
<br />o
<br />o
<br />C\J
<br />r0
<br />Il)
<br />
<br />_I-
<br />I
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />w
<br />
<br />APPROX SECTION LINE
<br />
<br />COMPILATION 8Y PHOTOGRAMMETRIC METHODS
<br />FROM 6" C F L VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV 15,16, 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
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD ftLAIN STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONIERV.TION BOARD
<br />DENVER, COLORADO
<br />
<br />DECEMBER, 1982
<br />
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