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<br />o <br />o <br />o <br />10 <br />o <br /><D <br />Z <br /> <br />o <br />o <br />0, <br /><T <br />o <br /><D <br />z <br /> <br />v <br /> <br />E 1,493,000 <br /> <br />888 V <br />N 604,480 <br />E 1,495,682 <br /> <br />886 <br />N 604,430 <br />E 1,495,430 <br /> <br />887 <br />N 604,241 <br />E 1,495,432 <br /> <br />x <br /> <br />E 1,496,000 <br /> <br />E 1,497,000 <br /> <br />E 1,498,000 <br /> <br />E 1,499,000 <br /> <br />\'2-~ <br />'2-'" X":;Q <br />":;~ <br /> <br />x <br /> <br />\ <br />~\ <br /> <br />--..:: <br /> <br />/ <br /> <br />891 <br />N 603,817 <br />E 1,498,336 <br /> <br />-/ <br /> <br />"J'O '" <br />.>.. <br />, <br /> <br />I-- <br />lJJ <br />lJJ <br />I <br /><n <br /> <br />~ <br />890=~:: 5990 =::--.' <br />8 9 " - -=r~~ ~_ "" ~ <br />N9~04,'36 / \ .~..~ ""'~ ..": ~=-'=" ~ <br />E 1,497,446~ ______ ~ ...~ -~ ~ 0 :;:-. <br />~':/"'~ ~ ~ 910 ~ ~'/'~ " ",-~\I I '\ \ 1 .--.~5~63. <br />~ ..---::: '5 0 "vI =- ~I ~ 5952.Y' )( <br />889 _ ~--;,- ~~'~1'\~0'596~ ,,'-"'.-' ~'" ^.)~..c. . ~960.6:-=t;::/- <br />N 604,483 .---:-~_~~9 -'" ~ #3~~ '5 ct--~~0;:tt: -::> ~ 5952.2 v \ ,..; 59~ 1Ii~ <br />E 1,496,718 @ -.......:; - ~C,\~""~ ~' ~ ~--.: 9' M-c ~~)r S <br /> <br />~~vir,~-=::5- ~ ~/~~~ ;,F'z;o~~,,=- o~~~~;~~ <br />\ \ 60Uu- ::::::::::-cr; ~~..- J...-.:::: on E?!:. ~ ~V ~\.-.. ~ ""'~~ <br />60086 5980 5990 ~~ ~ 594~'Z. ~ ~25.g9-~ ~ 917:...-- ~~ 0 .f"\~ lice <br /> <br />-......... ~ L ~ \05929.&"': 5954.i:::~"n ~ ~~.,Q9JiO_ ~~~ii ~~y~~ ~ '~~ ~ ~ ~ _G.. \ Jj ':) 5~. ;.----...",.-=-="", ". ~ \~ <br />:::--~~-~ ~~~ ~~~~~~~.O..--c 0 /"'7~ ,,\ 1x____ ~ ..' ~ ~_ <br />~ 59i:::!l:5'" ~ - ~ ---=-.: ~o9 !>-\. ~~ '\ ~ .0905.1 590u. :::::::::-- V5917.~ <br />~ ,,~ ::---:.........~5940 0 ;; \..017'~ -"" \ ::::--: f R ~ ,^,-', <br />~ ~::::-:: ""-' ~ ~y J' ~ ~ ~::::--- '- -- ,_ v ..-.. 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'" ~ -:_~/ "/ <br />5 9 2 6.2 0 ~_.......----- <br />~ x ~.. v, ~~ <br /> <br />L'" '~W ,5926,' " "" .0.0 ~ --/:::-: , " <br /> <br />y1 ~ :'\~~ ~:;? / ~..~ <br />l/l\ ~ --r -.:~~ ~ ~=-- ~ <br />",\Z:J ~ 5945-.2~~\ ~~ 5~51.5 D ~~~g / ) ~=~ ~~ffif~~ 59;;:;~~O ~.~ ~~ ~ <br />'." ~ ~': 5950 '.+ ~~ s) 19~~~~~..~ \{ ~~ ~ <br />- ~ "-.: , '\ ~ .\\\~ -:::: ~ ;; <br />V '\. - '--.....~':--: /~ .-::.~ :fi; 0 I-- <br />\940.6 ~ <br />~liQ~;...c, -;939.0 .h~?' \ ...~~~~ ~ ~ ~.. ~/; ~g1 ~ ~ <br />59;5,0 \!J,/"\' ~,<C ~~ Q3 0 ~ d; 'j · (0/1 \ 50.0 :c:::// ~\~,,-J~ ~ <br />) 5941 ,\\ <br />/' · 889 \ !t 5090 .::- ~"" <br />I) ~ ,_ ~ I/:;:,;f <br />,......-\ E 1,496,164 0 - _( ~ ~ ~ ~ c; JaOOO ~ ~ <br />~ 0 ~ ~l\\ <br />o '~---... / /' 0 <br />~ ~g <br />~ 0 <br />- ~ :--::,'-.. <D <br /> <br />6020~1~~//. ~'!:;=iB::'--: ~ Z <br />891 ~(~' ~ <br />N 602,258 __~ ;::::: <br />E 1,497,63' 60';'" ~ "" " ~ ..' ~ <br />892 ~ ~ <br />N 602,182 ~ <br />E 1,497,741 893 <br />N 601,397 <br />E 1,498,072 <br /> <br />o <br />o <br />~ ~ <br />(0 <br />~ z <br /> <br />.. <br />= c <br /> <br />--= <br />;' <br />" <br /> <br />886 887 <br />N 604,975 N 604,972 <br />E 1,496,053 E 1,496,057 <br />RR<=: RR7 <br />( <br />\ x <br /> <br />888 <br />N 604,640 <br />E 1,496,223 <br /> <br />'\ <br />, <br /> <br />~/ <br /> <br />.. . <br /> <br />/'" <br />f="" <br />I-- <br /> <br />:::J <br /> <br />,y <br /> <br />~ <br /> <br />o <br /> <br />~. <br /> <br />/ <br /> <br />~ <br /> <br />5947.4 <br />~- <br />] <br /> <br />/ <br />-/ n <br />/ <br />/ <br /> <br />o <br /> <br />- <br /> <br />o <br />o <br />o <br /> <br />'~! <br /> <br />v <br /> <br />1.-... <br /> <br />- f-.-. <br />N <br />I <br />"- <br />~ <br /> <br />~~ <br /> <br />WEST BANK <br /> <br />I <br />U <br />t- <br /><1 <br />:E <br /> <br />"JO <br />':)'<> <br /> <br />5930.8 <br />X <br /> <br />G'~'Q)., ~ <br />J <br />~~ <br /> <br />- <br /> <br />890 <br />N 602,583 <br />E 1,496,867 <br /> <br /><0 <br /> <br />o <br />CJ <br /> <br />. <br />~ <br />~ <br /> <br />.' <br /> <br /><0 <br /> <br />Cd <br /> <br />, <br />'2-)( ,'2- <br /> <br />"\ <br /> <br />( <br /> <br />vv <br /> <br />? <br /> <br />--=- <br />.~ <br /> <br />. <br />. <br /> <br />~ <br />~ <br />~'5g;~ <br />~ <br /> <br />x <br /> <br />v <br /> <br />\3 <br />~ <br />( _W"// <br />7 :J/. <br />~~2:J 4.6 <br />~Y:~O~ <br />% ~'<> /\ <br />"~.. <br /> <br />~"~ <br /> <br />x <br /> <br />',... <br /> <br />x <br /> <br />x <br /> <br />E 1,494,000 <br /> <br />E 1,495,000 <br /> <br />RF-20 <br /> <br />4570 <br /> <br />. <br />8ASIS 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= ',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 />ORDER <br />2nd <br />2nd <br /> <br />ELEVATION <br />6192,284 <br />4869,860 <br /> <br />LEGEND <br /> <br />6 <br />0 <br />X <br />~2 <br />+ <br />, <br />0 <br /> <br />HORIZ. CONTROL <br /> <br />VERTICAL CONTROL <br /> <br />BENCHMARK <br /> <br />PHOTO CENTER <br /> <br />GRID POINT <br /> <br />I CROSS SECTION <br /> <br />POLE <br /> <br />-)(- FENCE <br />o TREE <br /> <br />r< yy.,i <br />"--^ ",) BRUSH or SCRUB <br /> <br />,.. _ I' <br />I I FOUNDATION or RUINS <br />~__.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 8Y PHOTOGRAMMETRIC METHODS <br />" <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 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 />