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<br />E 1,510,000 <br /> <br />E 1,511,000 <br /> <br />E 1,512,000 <br /> <br />E 1,513,000 <br /> <br />E 1,514,000 <br /> <br />8 _I 9 N 595,347 <br />I? r E 1,509,605 <br />16 <br /> <br />I <br /> <br />N <br /> <br />, <br /> <br />N 595,136 <br />~E 1,509,119 <br /> <br />" :"<-" . <br />......... <br />/; /~_)f;;~~~._ ~ <br /> <br />....~;;~~ ~ ~ <br />((~=o;~::~q~\~=>\ ~ <br />,~<.~rJ-'.' ::.':~~\'.~~~~~. <br />>- ~~----- <br />y.r ~ <br />N 595,703 <br /> <br />I <br />lJ... <br />n:: <br /> <br />f- <br />w <br />w <br />:r: <br />lfJ <br /> <br />o <br />o <br />o <br /><;t I? <br />'J2,20 -f 16 <br /> <br />Z j <br /> <br />CL <br />o <br />f- <br />I <br />~~ <br />(X) <br /> <br />( <br /> <br />, <br />lJ... <br />n:: <br /> <br />f- <br />W <br />W <br />:r: <br />lfJ <br /> <br />I <br />o <br />f- <br /><( <br />~ <br /> <br />\ <br />) <br /> <br />j <br />:;-- <br /> <br />~ <br /> <br />N 596,270 <br />E 1,513,657 <br /> <br />N 595,452 <br />E 1,513,845 <br /> <br />--./ <br />r'- <br /> <br />~.f- <br /> <br />I <br /> <br />-+- <br /> <br />-+- <br /> <br />+ <br /> <br />r <br /> <br />3 <br />9 ., iO <br /> <br />+ <br /> <br />~ <br />N <br /> <br />> <br /> <br />+ <br /> <br />N 596,472 <br />E 1,514,765 <br /> <br />.+ <br /> <br />--- ---------- <br /> <br />N 596,555 <br />E 1,515,665 N 596,561 N 596,628 <br />( I r--. E 1,516,040 <br />~ _ ~ ( ..f.A.. /'-.. ~E 1,516,706 <br />~ ~ r&ail /"-. N 596,718 <br />= ~~~ ""-~_" 6~~ (~O JA~ 6344.8 /"E 1,518,007 6343.0 ~6J60 _ <br />-- ~ ~ ---.::~~~.,= _. ~ 0\~\\~~':-_ ~'.'--. ~ [AG 6351.0 ~~..:- <br /><:> ~_<:~_~>_ ~~. ~ . "-.. '"---i:. ,__~-:_ ~ ~~~ _ ~~. ~ ~ ..--;;;: :.<~32 =-,34~ ~ ff ~.::::--~~ ~; ~~ ~~ ( 3:~ <br />. '--~-, ~ ~y'Y~~I---'" ~. ~ X____\( ~...:'-V~~~!@/~ <br />22 . \, ~ ~~ ~~~~I ~/~ 'r-- ~~ '~,,~ '-"3~ S-~ ~ -::--~ :---~~!~t :::::;;""96?9'\ i '''''~- " '" / J~', ~ /;JJr<'-.\~l.rJ - ~ <br />X :' ~ ?:::.~~ ~~~\.X = ~,./'// ~~~ ~\ I -==-=------. '00 ~~..-c h<'CJ/,?\ If. x \\ 1 \ ~ '( x~~ 0 tJn~~' (/c; . ~J'. ~~ <br />'/ .( \ J ~-- /_/./f~~~__________~~ ~." lA ~ x "''2.9~~ 1\ //~ ~ :e'j <br /> <br />- J ". <br /> <br />. t.; '>0- ~~ ~--j /- ...../ 'II ........~ ~r~ ~~ ~i ~ 2 ~~~~~ ~::' ~ d <br />'iI.... '\. ...~~-:~/~:f/~ v\<::-.; ~ ~~ '-..-- .., t= ~l _.. ~ ~_ r-..'> ~'/ 1t';::~~318.4 ~ fC\J <br />4 9 ~ 6'<'] - ~ ~ ------ -~/....."",,~~ ---'--_------]; /, L' ~-r~~09/4 ~~ ~~~A~"'" ,Fi,== ) <br />'-. '-'" \.. T~ 0/ r"7=::- ---l. i'\ . <br />. ,\' A'" J, ~~~ ~----..+-- .. 0.'.,J \. .-r'" jlC -==-~,~),~I'. ~]jl' ~ ~.. ~" =",~,' ~ JIl "~~'<:f~~f!:;I$;~r~;,;=- ;:~ U.~ / <br />'u' "", = ~ )( '- c -:...'"_ r. J~...... ~ ~ ~ .:--.....'f:;f;Wf~'O~~ J ~:J...:P=v~'yJ, X6322.~M <br />X 62~\I' , ~. ~ I' ~/~ '" ~ ~ ~ lNw / 1tl-1 riQ~ '--- ____'c::Jy~ ~/ <br />3 ~.:. :.-;;::;; . .. - ~~-.....: .' 5 ;/::~/~. )"'./ '" .,~---;rr~\~,~ 11/ .c,. (~~~ '-x::7. ~ <br />., ". __ =<""0 29~8C::6 It. :/ :----';-:' ------.A -....... -......... X c:'/7 ,~,/, '-', ~ 1(, Il.l ~~hi\i/(~Y -- <br />. __ /' /' -=--- -v.." .' - _ L ~ ..... "'--.... ----.;:: ~.J,-A I, \MI '-.( ,.~.:"h ;?6360 <br />-< ~ 1 ...,~ -------... ~ ~... T ::::::::::: ~:7'''''-:::; 6350 ~~.~ <br />N 595,689 <br />E 1,5/5,212 <br /> <br />N 596,690 <br />E 1,5/7,177 <br /> <br />-f- <br /> <br />, <br /> <br />~ <br /> <br />\ <br /> <br />.~~ <br />...~. <br /> <br />94 <br /> <br />E 1,514,840 <br /> <br />N 595,784 <br />E 1,516,126 <br /> <br />+ <br /> <br />N :595,865 <br />E 1,516,819 <br /> <br />N 595,926 <br />E 1,517,392 <br /> <br />N 596,002 <br />E 1,518,142 <br /> <br />9 /0 <br />+ <br />16 IS <br /> <br />E 1,515,000 <br /> <br />E 1,516,000 <br /> <br />E 1,519,000 <br /> <br />RF-18-2 <br /> <br />E 1,51 7,000 <br /> <br />E 1,518,000 <br /> <br />4064 <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 <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 />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 />0 <br />0 <br />0 <br />CD 6 <br />()) <br />to <br />Z 0 <br /> X <br /> ~2 <br /> + <br /> <br />LEGEND <br /> <br />HORIZ. CONTROL <br /> <br />VERTICAL CONTROL <br /> <br />BENCHMARK <br /> <br />PHOTO CENTER <br /> <br />GRID POINT <br /> <br />, CROSS SECTION <br />0 POLE <br />-x- FENCE <br />0 TREE <br />G BRUSH or SCRUB <br />l'" _ I 1 <br />I I FOUNDATION or RUINS <br />~__...J <br /> <br />SECTION LINE <br /> <br />+ <br /> <br />FOUND SECTION CORNER <br /> <br />_,- <br />I <br /> <br />UNFOUND SECTION CORNER <br /> <br />APPROX. SECT ION LINE <br /> <br />o <br />o <br />o <br />~ <br />()) <br />to <br /> <br />Z <br /> <br />COMPILATION BY 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 8Y: <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 />CONTOUR INTERVAL - 2 FEET <br /> <br />COLORADO RIVER AND TRIBUTARIES <br /> <br />FLOOD PLAI N STUDY <br /> <br />o <br />o <br />o <br />0' <br />()) <br />to <br />:2 <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 />