|
<br />E 1,328,000
<br />
<br />E 1,330,000
<br />
<br />E 1,331,000
<br />
<br />E 1,333,000
<br />
<br />E I ,329,000
<br />
<br />MATCH SHEET C- 54
<br />
<br />E 1,332,000
<br />
<br />~~~ "~ ;!! ~/)Jll) j "';5 / D :~~ ~'S9X ~~~r1 ~\""'\5~175 '169X ~ X 5217.' VI 61. ::':2,f1};; xIQ: //"'S",,)J)V )) U"!!I i((~it~~
<br />~<g ~)/, 7j; ~ " .; #00 \,~ " ~~ ), I> 52IS? E? 73'~ 5/," ~~~O I ,r ~~. !flL ;;;4 " ~t,g~i\1
<br />~ ~:;r/;.,to "fl!/y/!J <JJ/.c ~~ /' '" 52iS' 00 '\ ~~ 52' / / ~ J X522"J R /;/ ~ ~~;r~~~~
<br />~5.if-.~;dJ//J ~~,~///,~ (~~~52165 / X52171' . \ ~ (X52I9'; /( 1;1, / // ~./..; x~tt> AJ~~//1f/;~~~~~~'
<br />~)# /!'i6l"~:~~~ ~ /FH X!'." ,,~ 5217.0 X ( / /\ Y 7' /11It . ~
<br />21 ;;~/ ~:g 0 '1~) o;~~. ~~~r /"- 218; l..., ""- '\~ ,...r / -;:5219.6 ):- 4 ~( ,~ s"" 355 :::.=:==:::.
<br />~8:t''''7 :n'=;\~ 1I.(t.~fIJ o,,~ ~~ I / : X 5217.4 . 1 ~ / ~0Y 'i~ ( <9.0 N 5171 -----
<br />C Co <If :53' ,f;J. 'JI{) <:>~v '/~ , I~ i '-, ~ '. /( '2 ! ?f:~ ~~~ ~---J;.' ~) /lI/E 1'332~4~42? g
<br />~d rriIi)/}~~ W/ I \ tf, 52 17.0 X I X 521'.' r", 0 ~ ) :,~;, . jp;; ..- ~ I 'A I tff -; ,,\,:C
<br />~~ O~~//(((;~'/?~ (1X : \"- 1\ \\1 I J'< .~. '" 5';'# '1/(f/(~'f!I'" x~"u~ :
<br />~ I X5215.5 (/; X5216'r '.\ ) \'\\~//~ ~ ,,~j~,~ Z ~ \~ "'~"~~~~~S<'.9\o'\\
<br />~~ \~ ~ r~ x X5216.2 ~. \ ~ 1 'f'5217. I Y // $~~o /' I Ir5223.4' ~. .A' ).!.. \ \\ \ \}5~ ~\~~ 9~\
<br />\\;u, \' (/ ,.. N 616,~~;~..~~\ ) I
<br />~ I.~" i~ '''i',I1. X5216' 165 ( I., ..' / I I ( E 1,3\,,461~ G~" ;~ 2
<br />
<br />
<br />
<br />I-
<br />W
<br />W
<br />
<br />
<br />
<br />~~ I~ Vj' X 5215 I X52~/ X521~;/ .;~ $"Te pl~' A/f~52IB' \ D (~." ~~~~<~~;
<br />
<br />
<br />
<br />X 5214.8
<br />
<br />
<br />+ ) X 52142 ).:.~" 5215." :/. ~4~.r ,fA" ~~~ .
<br />li/, 'Oo~n\ r~ V/"'I IlJl! r,P;;f..-'2~~' . ~:;~~"9:"jj,L ~\~5~16.o.';J '5~\:\ I /" t~;'" Be
<br />~ 352
<br />.f N 615,767
<br />X 5212.5 Ii E 1,330,479 / ;;;. $<le j:
<br />
<br />It .: V X5214.6 /,,35 ~. I)J: vc::::::; I'~
<br />
<br />~ ~ !i'I f7 ~. Iii 52~3,2 ~.., 5209'6X~ 2/0 '-52137 ~~'.~~~..' I,J;~~'-"~~~ ~ ~
<br />~~""0.",,-.....~~ ~ I~I! '. :(j /" .... fi, G (, 'A.' <J ~. /:~~~ '/ ~~~) ~~ ~/.~m
<br />~~~,( r:r~ /;~'1 . ~. .' ~. J<' ///1 \) .. ~ A ~ 7 r'" , '))~~
<br />~'2 l" X52110 Ii ~d ~:x~'J ~ X521.,.. "" \ II OT r
<br />~ In rdfi 0 . I //jrJ)) . "'-Y.' .. '0 ",. ~.. .~
<br />~ v;~' X521'8 - ~ fi I ; I: /flI !~; : .;~.. 'k!b-, ...,1 .h<_
<br />~~I/'15/13~43'.nJ20'5 z~rAx X5210.9 > ~{( /. Water 522 '~~ j 521~~Jjf' If: 5i~i:'20711~Y ~bo1r~~~~:~5\A Shon.. ( '(~~ 0
<br />i+ ~ Ii 343 z~~ + \( ~~_ (\ : .P;~ E 1,331,FBfl ~ : ~. \ \'" 0
<br />. ) N 514,884 (. lev. 5205.5 5210 I fO. (, ~. 0
<br />j, ~ II/, . trJ)' . II ",.n
<br />J/ r~~l ~~gg~2 E 1,;;:~~~5 III x '. '. .' .. r., . 520~ ..' 5215 I II!! .'1 I ( lD
<br />. . . ________ . z
<br />
<br />
<br />_5~10 4~~{~ 111/ '. ~52oz...~~ 'j. ~) I I ~;; ~ 1 A6 7I~~~) =:~3~~2r<g30'i:fl-~ ~ :ri
<br />z~ \\\\\*, \ 5207' 11 '" 34' X5209~\';1,PX '" ~'~~~:tJJ~7 520'~"~&Y 'Ii.1 ~~:> ~~~~4~=J'\~ ~ ~<<~~:\\ X rX- U
<br />~'2 X II N 614,643 / $\' ~. 1'? 0 ,5 /x, .'.7 (/..J \' \~ ~1L.t\ ~ ~,,527to/J {\ 5274,~~
<br />I- r-~I t E 1,329,245 ~, '. i ~ /./. .J 1 \.1 W':: ~'-, rc N614,507 '/.), \r---. ~
<br />~ ~a -::!<) ~<'" // x I,," . ~~ ~ "-~ ~ E 1,332,101 0 ':..... yV w
<br />;:; ~ ~ II i ,f' ",.. . 'to'" ~ ~
<br />5394.2 D I,
<br />X "F<J I'Y --' :I:
<br />~ ~~. >)~~' ,,\' '\"'" Il~ \~ ~~'/ \'\ .n X5207.1 52~9.5 'wI! X. 08.5 1!4~ l)5~~ ( ~o ~4~ 0 i
<br />
<br />,\ ~ ~~' ~ J./ /;'1 5208.4 0 52 98'(~ .,'to /~ 614,351
<br />~ ~/ .f.. X :5206.9 /'. V' / E 1,332,767
<br />
<br />'II II ~~ ~ ... .'1 .. ~ ~ 52072 \ ~?i~ 344 /( 'toOJO
<br />~ 'i/, '/l II} 5213.2~~<}~ ') . ~~. /'-\.~., ., ...x----: ~2J,-./:;l ~/. tv '7 N 614 154 ~., 0
<br />
<br />
<br />Ai'if.-~ y" ~( 1;' 52~7B+ I > x. X5'O".1Lbr' A "r/f_~E~~?ULh.. (~2"~O ~@25"~\)~ /....~~.;.~: .::!~~."f ~~'!J,~ 0 ~
<br />-=:J) v-=- /II VJ ~ ~I ~ (l ( ~. '. ~ :z -/ ~~ ~ ~K1296.2 z
<br />~) \: II 17 ~ 5206.9 . . , ~ s0 jl t NOT orcor/:m~of~oq lains n .~ ~~-:;;; C;I. 'ivV
<br />~ ~ ,,It f' ~ X5206.5 X $' ~, -/- ~ Fp:%::cr~c 0 PI n .,~"", ~~)/. +,>
<br />
<br />~~~l :J~/t:-li~.p, ~~ \......~ /p~~ .... ~ \~4~13'682 '~~~~~Xb ~ri~~~.m~:P1eretad~d';;I::d.s,iV.~.AnOil ~.. ~~~'7/'1.//~~~~
<br />~ ~~ \~,,\' L5~,(1 1kW .w 5x205.5 / f7;, ~ -'-'oJ_ .' 5206.6 \ E 1,~30,9112 34 'i ,A' ~~nse,~at rvlce en er, 01 ad, .' \ 1~ n-'....~
<br />....----------.......-:: l\ ,},~I ,1" 520;.2 ./ r"--. / I I '\ ~ I ~ (( Dat,ed J y 1~ . /'"i -IH- '1/i ~
<br />
<br />~
<br />
<br />N
<br />
<br />~
<br />
<br />MATCH
<br />
<br />SHEET C - 56
<br />
<br />C-55
<br />
<br />4080
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT 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 = 1,515,50B.42
<br />Y= 581,255.78
<br />
<br />X= 1,231,555.50
<br />Y= 523,543.10
<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 />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />6, HORIZ. CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />+ GRID POINT
<br />
<br />I CROSS SECTION
<br />
<br />o
<br />o
<br />o
<br /><D
<br /><0
<br />
<br />o POLE
<br />
<br />z
<br />
<br />-)(- FENCE
<br />o TREE
<br />
<br />~YVJ
<br />v BRUSH or SCRUB
<br />
<br />,... _ I'
<br />I I FOUNDATION or RUINS
<br />L..__..J
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />_I-
<br />I
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX. SECTION LINE
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,617, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4157 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 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 />
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