<br />N 598,000
<br />
<br />N 597,000
<br />
<br />MATCH
<br />
<br />N 595.000
<br />
<br />SHE ET
<br />
<br />RF-18-1
<br />
<br />N 596,000
<br />
<br />N 594,000
<br />
<br />o
<br />o
<br />o
<br />o
<br />o
<br />\D
<br />
<br />~41597,736 r/~;~~~x,V)1/ I) '~n 1/
<br />~E 1'500'5~58 907 III/.. ,if/ :J~
<br />N 596,304 ~o '0 I ~
<br />E 1,502,808 ~/,,/I'y- <>. ~ I /
<br />
<br />fJ '* "'5~~ _c ~9:9,,012 906 ~' /B;~/,J' 60098....;~(}! '/
<br />
<br />t; . ~~~,o.o~ E 1,50',54' N 595,505 A~;/i, / ,'. ~ / 'I
<br />..-/ ....--_ , ~ ~ ~ . ~.<:.... E 1,502,419 A" ~!J~0291 /". / J
<br />k/' ~~ ~ - - =~~ ~" @ ~/> 'j 'rr!. f! /' , ;;"'00
<br />I- .~---=/.~:::::-=::::: ~ 605060 ~~~r' :::::-.:::~ (\. CATTLE CREEK 6039~ )/.1 ~ / I I ~~6 906
<br />\..._/ _.-~~6040 37~'3- ~~ ~ ~)\~ O:,?O ",0 '/I} / 1<0 N 595,452
<br />, ~ _~_ :=r--- - ,-7'7-:. CO 9;/ 2 / J E 1,502,525
<br />.7 60 T /' -1-::---/"'"' ~<o/// '-li:W/ I "0 +
<br />i/- .---.~ ~ _ 3 ~~~~ 6 3313 c--?J..,.['...J...,. 'f' ,,')"rY ) ~ 904
<br />I .....'~...-- 60286 X rl 2==- ~~(J''''_~ ~ O! N 595,497
<br />'I -..------~ / 905 -::: 6030}:~(/ lL ~----- J, --- :;;.c :T.~ I ~~E 1,502,396
<br />1_______.__..__.... 3~8 I /.~ N 596,477 ~ ~ ~ 0 ~"'~ II-, \.R)
<br />II .---.....-___.........----~~J / ____________ 904 E 1,502,343 ~ --=...:: -.:: 246 <::::-- ~O;& 0 -........::- ,,~~~~ ~4~94,540
<br />II . A / N 596 450 ~ u. I: -::: ---= -o.Q..::q ~ ==- -L -r ,,-....::~ ~ ~"-- E 1,501,609
<br />\=- ----L '1 I r 'Y I 602; 0 , E 1,502,23; DENVER BRIO - 17 T -= (-l. T ~
<br />e )<./ ~ ^ )< )< I ~ )< )<.......j)<- =-; _ c~25 8, . ~ ,. ~ -"" .I
<br />~ I ~ 902 /... BM N-15B x~ 0 ;...=./~OlO---= rr.~ ~{/~ ~\ y~..~- ---..::_" ~.l SO - - (82)812
<br />~~ N 596 523 >J4 \, '" / '""--
<br />I\YI /...// ~ E 1,50'2,126 9X0630231 ~~'~' A- 7 (U-S ~ =-= L)' - ~---.:::::: ~ 'I. ~ "'"
<br />"', _ / \J(>-,~~ WESTERN ~_.....c. ~ ",""'_ -' I
<br />901 N 596,400 0 ~ 5 X / ~ =-...... < RR, ') ) ......~ "'" ~. ~ 0
<br />__ N 596,471 E 1,502,169 ~l / / / -/ tpe =6030 )~ ~~ 6060 25
<br />II \ X-----~. ~ ./~ 9N00596,5E041,502,044 ~:;;?~WJI5998 ~~O?-o 'I J 903 ~ ~~~~ :::'C~~0502 uFIUl!le~-'~~::<::..?- T/ r<)
<br />. I ~i ~ i\ /.? '/' rA L N595,465 \\-~~~ ~- ~~~~~
<br />IIIII (' c---- J 5029.0, E "501'981~~ d ~ E 1,502,293 II - 6041~~';;;;;;; ~ 050 n - :::;;;:.~;::;
<br />I 60315".... X _' ~~ -- X59250 :::0-- ~::::::::-- "" ~
<br />I~ / ~/ C6030_ ~ ~-=(C) . 0 :::
<br />1,.(//C6030-' _._ __"'_ __//'. _ ,\ '" 196063 / -t-/ f'.~:~::50452 ~
<br />
<br />
<br />, '. _// ~ ~~ 10, h i,' " .~] 59m-// C,~ C::S 0' ':%~
<br />( ~~%~
<br />. ~ 0 "'-:~) ~ // /I ~ 0 _ k~~~<:>~'?J'?J~""""""
<br />___~~ ~". _ = 60 \ X5993 5/)< \. ~ ::::::::=/_ (, / ~ c. ~~ :-- ~/ :/./ '?J10 ------
<br />)< x..... ~ -~ll~)<':::::- "~~~ \ y--- ....--- ',\Q)l: ':>~ ...
<br />. ..~. ~ . .-~ ~ O'==----- \ ~-rs/ \ 7\ 1\/ N5S'5,917~::t--.~~ / "\)" ~//"fY) ~
<br />\) Tl .----'C1?.~ ~'_~~/q: \ t~'i I \J\'" \ '~-' E 1,501,51 ..<~~ :~<O .~_~ X592:4_,,} · }i/{%;\ ~/
<br />\ '5988 --,,;; ---- s. II'~ -'_ ~O:C--'/;::-~ /~ ....//;;7, ~c/
<br />I '27 ~'" ~ ~41.95,222 ~ ~'.~~~3>-- / XG0330 VV:!4/ A77' . \
<br />\ \';yo ......" z \ '. ~~ ///:;P-- ill" J~
<br />,./ l 111/ 6 '-' ~ ~ \ ~",l~ E 1,501,350 ~~. '/~
<br />~"ct... 7~-=:..... > //;'1/; I~ //' S; ~~.........x< 59910X ~......
<br />(f.~;:ii' ~.~:i ~ A _ ~1 I 59" 6 ~;;:'?", I ~~ " \ E:] 0 'V( .
<br />~ . t;:;~" ~ L
<br />S ~~~~c=- " :!~~- ~ i,~M;;a2: \ 1(// r~ ~? 000~~c:.'~ - ~ /- ~ · ,:';;.f~/,' / ~
<br />~~_~_ ( ~ . '. ~ \JI! /...... ..J...18 ~ ~ .----r ....-
<br />;ll r~ X 59874 I'" ........ ( X
<br />-n ~ c ----.....: 5995 0
<br />t VI . ,,\'-'" "5 6 . "; E 1,500,551 59'0;/ 944 'd!'~ ~ \ ..., ~~ r r. 'RiVE ~ / / /~o,/ ~
<br />, '-'\, '~ ~ 943 ---------..-X5990 3'.....- N 595 763 ~t%V:::;; ~ ...'
<br />\ \.\J)rrJ~ . ,\ i/ ~ N 595,591 ~ 7 E ',500,6" ary--,-.:;,'g" _'9 , ~ T" ~ ~ '1 5968 '" ~
<br />\ \~' $~ e.')500,407@ ~.....&"r\~"'~~ ,- : ,d&W" \~'~'r /~.... 59n~~'%O ~
<br />
<br />-.. X 5941.5 0::---.:: ~" ~~ 59915 '\............) ~ ~ ~,,~ :l. ~... /:. i[
<br />/ ~....... ___~~~ ~ '~~ \ )--- 18 / '/':; y.......- 60188 X
<br />.......~~ I ~ l\ ~ ~".=-- / .' \ c 12--'" ...... 7 x".; / ~
<br />I tI ...... ~....0 ",-:.5~~L ~~~~~ A~::-:::; I 0 \~'iD \ '?J'J 13 ::>.. "'" ~.Ai \
<br />5Q~n, -l 1.-_":- ~ /77_ :>--...~ " 1< <;) ~ / ~ ~..\ ~.............. -------- l-
<br />UlL </ 1^,c938 L7 _, ~ \ I I / I ~ '\ <t;> 9530X ~ / ~~............ ....J w
<br />59331 XI . ~ ( 943 1ft . ,c, NG \ I/) 1, ~~ fJ:/ ~ - ~7/4 w o !II ~ ~r--...... - ~
<br />~,;.".:. I IiI . ====-p'--'" 943'" .. - \ ~ f?OAr' ~~ _ j ~ /0:1 -f' ~ ~ ~E /lj.1I/II!; 0 ( 6020---::" (f)
<br />~~ 933cr>-.. ~ , I N ,'6,6'" I I' ~ /'~f/ T~ w' ? ~ V~"" u ~ /A~.? !I~ '----- C
<br />~ C/'..; E 1,500,1I1_--~"-'~">> .!i , '-~\\~ &. / ~//Je;)'- ( ~
<br />
<br />~ ~"'t'X59~o--:: ~_' ~ .~ ~ ~594~~(~~~j _ ;: ') ,11 X595\Y .A<('l ~/(l / r:) "i>1J... ~ /
<br />~ /~ \' ~ _ _.....,- ~o 59502\,\ -::;:. 'Y?;~ \1 /~-~ ,...--_ J \;, :, '~~(-....L
<br />
<br />\'... ~:~:~F~. c/ / ~J?) ) " '...-- c1c--- cIc . =~~~-= """ ',,;~:::c;~~;t60 0 ,,{ ~-(:': <(~(.,~: I ~/f;\"
<br />If _~ . :-"~~~~-J-""""~:---~ ) :;!;: ~~ ~ \'" ~~:S;:/( \\ I ~, ('1' I J; I I , \Ptle
<br />'''' " '" " '\ '.~. .~cc~.' ~ "~ ._~ .._ !! -...... ~ H. '59850
<br />>+.~~=_~~ _.' ~ =~'ct(' ..-.1 < \ q'~ "'~ '. ,,', , y , '
<br />
<br />
<br />.
<br />
<br />~ Yh' ___ "=( ? \ I. ~~(...- ~ \ / IV PtleJ ))
<br />~:~ ~~~ 5::;~ 2" """ ( '. "9815 '111' - ~ ~~ '/ 'OJ '/..,t;~ -/( W'" 71 IJ[J -, /" = '" ~_'
<br />~,:::::' 0.~-Z (\' ~) "'" ..~ . q "'~, ft'!~ ~~:~g; we"" "..... / - ~I'\':""
<br />
<br />
<br />:9.90~ / _C "-.. 0)0) _/ 6010 .....- ---l -=- ,p\
<br />....... / . ,943 ~~ 1'/ X '0
<br />
<br />r ~~J/~ 59790 ! '59803 /,,~ 60' "0122 '~~~~~'-<P'" 60i98.n':~'::;
<br />
<br />%4~'6 281 ~~::..::...," '<:>" 899 I /"r,;. / \ v, "'45 .:~~.~ c;~, -, ..~~03/,,
<br />
<br />E 1,49'9,229 X6025 O~ ~\ N 595,877 N 595,244 IS 13 N 594,423 N 593,735
<br />E 1,500,508 E 1,499,814 1'['4 E 1,500,110 E 1,500,879
<br />
<br />\
<br />
<br />\)
<br />(
<br />
<br />\~
<br />
<br />A
<br />
<br />908
<br />N 595,094
<br />E 1,503,463
<br />
<br />v 90
<br />""
<br />O~O
<br />iO
<br />
<br />907
<br />N 595,447
<br />E 1,502,746
<br />
<br />~~
<br />
<br />.......- ~
<br />
<br />905
<br />N 595,442
<br />E 1,502,463
<br />
<br />947
<br />N 593,680
<br />.......J....... E 1,502,452
<br />/ 6209
<br />
<br />898
<br />N 597,535
<br />E 1,501,081
<br />
<br />898 ~
<br />N 597,329 ;:',
<br />E 1,500,741:I:
<br />
<br />898
<br />N 596,999 1.0
<br />E 1,500,458
<br />
<br />.......-::
<br />
<br />w
<br />
<br />898
<br />N 596,657
<br />E 1,500,426
<br />
<br />-
<br />o
<br />~c \D
<br />
<br />~,
<br />
<br />o
<br />o
<br />o
<br />0)
<br />(]>
<br /><T_
<br />
<br />w
<br />
<br />RF 18
<br />
<br />4062
<br />
<br />BASIS OF HORIZONTAL CONTROL THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION THE FOLLOWING (USC 8. 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= 581,25578
<br />
<br />X= 1,231,56660
<br />Y= 523,643 10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL USC 8 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 />6
<br />o
<br />X
<br />~2
<br />
<br />HORIZ CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />PHOTO CENTER
<br />
<br />+
<br />
<br />GRID POINT
<br />
<br />, CROSS SECTION
<br />
<br />o
<br />
<br />POLE
<br />
<br />-)<-
<br />
<br />FENCE
<br />
<br />o
<br />
<br />TREE
<br />
<br />G
<br />
<br />BRUSH or SCRUB
<br />
<br />.... _ I'
<br />I I
<br />,-__..J
<br />
<br />FOUNDATION or RUINS
<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 />~
<br />I
<br />lJ...
<br />C<:
<br />
<br />COMPILAT,ION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6 C F L VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV 15,16,817, 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 />o
<br />o
<br />o
<br />
<br />SCALE
<br />o 0
<br />, ,
<br />
<br />400
<br />I
<br />
<br />IN FEET
<br />200
<br />,
<br />
<br />200
<br />I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />FLOOD PLAIN STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLOftADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />DECEMBER, 1982
<br />
|