<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 ..-.. "'- :::- . .
<br />~... ~ - ~ ,.//~<...-~,?'/ ~.~ ~ ~- .' ~ -----........~.
<br />~-- :::, .J ~ ..1./ U>.U ~ ~ cf'
<br />~ 9? ~~. '" - -r-><./
<br />... - :-- ~ '. ~~ 59.\0/ ~ FORK \ ..' __ 91.Y'~ '
<br />/0 0. ,,'-594~ 5930590~~ ~ ~~ ~..590~'\ ..' '7~
<br />
<br />~~~... \ ROARING .\~~~x~3~~ ~
<br />888",-~~ / ~ ( 59~~!~ A ~ - ~92~ ~
<br />
<br />~~ X ,V\ ~ :::.- ~ ~ 0 ~
<br />~ f'-.. x ~~_~ ~ '\..~ -r ~c.......- ~ '5g~
<br />~ --v 5946.2 '~ 5 ~ ~ 5999.2 ...----- ...-----
<br />'^ 886\ ~ ~ 950;;::S::: a-./' _______
<br />
<br />II, ~~ -:7;<' ( ~ Pc::::j~ j ..' '" ~ -:_~/ "/
<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 />
|