|
<br />4567
<br />
<br />E 1,504,000
<br />
<br />E 1,505,000
<br />
<br />E 1,506,000
<br />
<br />[ 1,507,000
<br />
<br />E 1,508,000
<br />
<br />o
<br />o
<br />o
<br />~ BASIS OF HORIZONTAL CONTROL: THE
<br />;() COLORADO STATE PLANE COORDINATE
<br />z SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />~z-::::-
<br />~
<br />
<br />I-
<br />W
<br />W
<br />I
<br />(j)
<br />
<br />~
<br />
<br />I~~
<br />
<br />6009.5 ~'
<br />X 6010.9
<br />Xo ~
<br />
<br />
<br />: ~ 0 ~~ ' & ~~W
<br />'" 0" ::-k iJ )~~ 908
<br />/--.... ----..., 'I: ~~ ~ E 1,503,970
<br />Dom ~
<br />12f..7 !)
<br />
<br />
<br />
<br />':"~~;\~
<br />~d \~
<br />;- :\\ II ~
<br />~ "'60~9,3) W ~~CO 0
<br />,\ X 6020,4 fi./JJ 6009
<br />\1 6020),R./l!7; ,pO
<br />
<br />~ ~ \lo.~vJv ,I\))" ~ \0
<br />~ _', >;~/ /}/; I- \. 909
<br />~ r ~::/, 0'-: N 595,090
<br />\ ~
<br />I\~ ~ 6~~;;~)) / ;0 vr::6q55'~~!,~\:::::~~\,
<br />v :,~ -~lc
<br />R 6050 ..I 'P'?,JO '~ =:i:1 ~
<br />~.", 6 ~~~":<~ + ~~~~058,8
<br />06 / \ ~ ~ \
<br />o ~'" \) \\ )
<br />~ M 111~ ~
<br />
<br />~~
<br />
<br />~i'/J I\~-<:"~ ~\ \ \
<br />\=I~~.\J:, \.-=.: - \\'...
<br />~ 6034ZX \ <,
<br />l\~' ~y ~
<br />,~ ~\ \~ ~~
<br />~ ,\~~t ~ ~
<br />,,"-- 04~ ~ 6'~ % ~
<br />,:.~~~~_~ 0\ II
<br />
<br />X ,\ "'I 1\
<br />0:~'~
<br />\,\' ~~
<br />~\ 0 \ ,)' ~'~ 920-+
<br />t;;:..,\ ~ \'i '\\ \ ,\ \\\I\~ N 594,173
<br />~~::;Jf~ () ,\\ \ 1\1 \ 919 E 1,507,640 924 926
<br />N 594,152 N 594,652 N 594,481
<br />:~ \ S 912 E 1,507,601 E 1,508,407 E 1,508,603
<br />~G~'~/I \ ~ \. \\ 1\\1 S~ N 594,095 918 925
<br />-6050""''-:' ::~6~047'9~~~~~\~~~'\\ ~~~). '- E 1,505,953 913 ~ 7,~d~,3662 923 ~2~94,550 N 594,418 '\ I
<br />"'.., ,V\ 'I' N 593,942 N 594,277 E 1,508,435 E 1,508,61 ' ,~--
<br />~ \4 ,I c;" l- E 1,506,188 917 5-?-89 E 1,507,790 -<~
<br />I... ~ ~~~ N 593,836 920 925 -~ ~ , - /~
<br />,,' ~'~ -:--.,\~:.J 914 916 E 1,506,767 N 593,450 ~2~94 N 594,444 ~:::.. ~- 61~ - ::::c---.. 0.....
<br />'-.."< N 593,923 N 593,833 E 1,507,6/6 ,251 E "508'46~-::~~ ""- ~- ~ ~
<br />~ E 1,506,217 E 1,506,671 919 E 1,507,753 92~,../'J ~ -~
<br />, ,-=-~)3 ~..... I\'~ ~ 915 N 593,454 921 ..,...-:4 ~~...----:::: 6120---=='- ---.::::
<br />~ \\\::S;I r\ ~~' 915 E 1,507,571 N 594,226 ....-t\G:: ~___________~ -------------~~' ~~'::::::::: z
<br />'-..~ ;><0.: ~",\\I' --A Z'"' ~ ~~ N 593,903 E 1,507,721 ...-------JC~9'.A,;:;? , + ~~\\O ~~.................
<br />\ ~ /> ~~".~.:':~'~'1~ l\( ~ >~ E 1,506247 917 918 --------- ~~-J2 ~.....' ;01\' ~.....
<br />606~........ '\'...'-: :..:1:::- \~\~ ,'" "" 0."0~R'--......' N 593 324 N 593,448 920 Q? (2~ -( l ~~~26~ ~-::::= ...../-..... - ~ -...:::...~
<br />~&?O~~' -zIr~;\\ ,~~ ,916 91' ~f" 1,50',367 'r'50,,5::89<~~ ~"'T~ ..' ;~{;~~~::.::'~ ", ~
<br />60 eo ~ '~jl[~) ~ ~i6~~~~'RD'"3 ::j""-:j~,A-_~~O ~~~3-- --+ ~.~ ,~'./ \ \~ ~ I-
<br />90~ ~~~".~"" \ ~ ,,~1;~i~ ,~~::"6Z~~~;2~~~>':"' ..~::.;~: ". ... };~ ~~~~:;3;:~92~ ~\~)~~~~; ~
<br />o ..................~/~~; Y1)1/,~60 o~ ~~c ~ ~~' . '?-=:::i :tS-<J/ /'1;-/; -/..1 \. ~ Nl <Xl
<br />'., ~-----:A -//:_ '. .. ~ ~~ ., -Y6081:'~-~ c':~ IQ - ~ j 1 0~ ::.. ~'. - c!..
<br />:{<:". ;'/i- ~ ~ '"
<br />
<br />",505,601 .w' . ~.. '':03060- t.)''fr;-;;JJtJ;:'~--- \ -=:::~~~~7:' \ ~ ~i1~l/ ~~+~10_
<br />~ ~~ ~ "::8J.,~~r;rr~ ~ 1:::' ~_~'-('/607~ ~":jl----r--::0. ~ ~~cP './:3 I ,\c.. ~)jy).J ~
<br />.....-..; / 1---1: -----..........-" ~__ X6072.4' ~1:t:'--1 ,~. '/.....-;L J ~ "
<br />913 ~ 6118.5X --... 7(hr-,~*~~
<br />N 593,204 '//1'
<br />E 1,506,071 ,- G
<br />~ Ifl '::r-.. / /"' - r;( 1/ ~-=------e, \ 3 ~ ~
<br />N 593,195 ~ -----.. I;; ~ 6064.8X -=Y__ ,'IA\ 1/ ./. 6\40'='=927 ;:;:
<br />E 1,506,130 ;/ 'l' ~ // ..>\Jl."J, X 60772 J ~\922 ",,923)/ ~/ / ~~ 6\ 50
<br />915 -........ L~- /'- I~ ~~97.~21-" r-..;::? j/ J./ >1f ,...J..----' 927
<br />N 593,189 _ __ ~:::J::....._ =-~ ~60 11M "'2:: -~l/--.. '.,91A.~~~~~ :;?~~~~%\k'6 --= / -~~_;~jO~25 926 926 N 594,195
<br />E 1,506,171 916 --_~--...,~~~ ~~60~8 mJ} k::1 0~Yf?1~~-:-919\~ ~ ~22 92 ~ N 593 E 1,509,369 0
<br />N 593,094~--,&'>~~ 6090 --.....~\?0~~~~99117!,(74!~////~x: 921 3 924 925 ,938 0
<br />E 1,506,583 7- _____.: ____ L\W 1/ N 593,713 N 593,759 N 593,768 N 593,894 N 593,909 E 1,508,895 0
<br />E 1,508,159 E /,508,178 E 1,508,224 E 1,508,779 E 1,508,851 ~
<br />;()
<br />
<br />-f..........
<br />
<br />+
<br />
<br />/
<br />iN
<br />~
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />COORDINATES
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />
<br />X= 1,231,566,60
<br />Y= 523,643.10
<br />
<br />-j..........
<br />
<br />+
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 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 />I
<br />U
<br />I-
<br /><t
<br />;:;:
<br />
<br />o
<br />o
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<br />m
<br />LO
<br />z
<br />
<br />v-~
<br />
<br />7 8
<br />'8 -!-
<br />17
<br />
<br />+
<br />
<br />LEGEND
<br />
<br /> 6,
<br /> 0
<br /> X
<br />/
<br />-}- ~2
<br />I
<br /> +
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />PHOTO CENTER
<br />
<br />GRID POINT
<br />
<br />--...f~
<br />
<br />-+
<br />
<br /> I CROSS SECTION
<br /> 0 POLE
<br /> -x- FENCE
<br /> 0 TREE
<br />0
<br />0 G
<br />0 BRUSH or SCRUB
<br /><D
<br />en
<br />;() r - I'
<br />z I I FOUNDATION RUINS
<br /> or
<br /> ~__.J
<br /> SECTION LI N E
<br /> + FOU N D SECTION CORNER
<br /> I UNFOUND
<br /> I SECTION CO R N E R
<br /> APPROX, SECTION LINE
<br />
<br />'"
<br />
<br />909
<br />N 594,722
<br />;,
<br />E 1,504,36f I
<br />
<br />v
<br />1/
<br />\I Y
<br />909 \
<br />
<br />-~
<br />
<br />9/0
<br />N 594,777
<br />
<br />E 1,505,276
<br />~
<br />
<br />+
<br />
<br />909
<br />N 594,299
<br />E 1,504,273
<br />
<br />~~~,
<br />~~~~
<br />~-
<br />~'.,~
<br />910 ~~
<br />N 593,974
<br />E 1,504,504 ~ ~
<br />
<br />
<br />
<br />~,,~
<br />G..~
<br />911
<br />
<br />-+
<br />
<br />-+
<br />
<br />~
<br />
<br />911
<br />N 594,408
<br />E 1,505,615
<br />
<br />COMPILA~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 />o
<br />o
<br />o
<br />r0
<br />())
<br />LO
<br />Z
<br />
<br />/
<br />IS I
<br />
<br />,/ I?
<br />
<br />
<br />1'20
<br />
<br />o
<br />o
<br />o
<br />;()
<br />())
<br />LO
<br />
<br />PREPARED BY'
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO, 80907
<br />303-593-0093
<br />
<br />911
<br />N 593,554
<br />E 1,504,976
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />I ' , I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />+
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />FLOOD PLAI N STUDY
<br />
<br />I-
<br />W
<br />W
<br />I
<br />(j)
<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 />RF-18-1
<br />
<br />z
<br />
<br />DECEMBER, 1982
<br />
|