|
<br />1-
<br />
<br />N 630,000
<br />
<br />N 629,000
<br />
<br />+
<br />
<br />-I
<br />
<br />+
<br />
<br />I
<br />-L-
<br />I
<br />
<br />2~6'1
<br />
<br />+
<br />
<br />+
<br />
<br />1
<br />
<br />MATCH EDGE RIFLE,CO.
<br />KU CERA, 5/80
<br />
<br />,~\~33~.2
<br />~
<br />
<br />422
<br />N 626,425
<br />E 1,355,120
<br />
<br />N 628,000
<br />
<br />N 627,000
<br />
<br />N 626,000
<br />
<br />N 625,000
<br />
<br />MATCH
<br />
<br />SHEET C-43
<br />
<br />.'\~
<br />
<br />'!~~-e~~~r~~~CJi'O~:~~~ x x_r~~~1J KO /o~li ~L_~,!'6~~1
<br />A a- .' ~ ~vO= ~t9) 0 ~/)~~ D~, .5, :'\ oOSJ~*:~N' L.::; ~
<br />'.': I?"~ cJ "-" ~ j f 'c CREE.l< ~ 110 00 ,,: 'I _
<br />+- ((/ , ~~. 0 ..-'\. "I
<br />~ III,...,. ". .df:?"Z ' x \~ x 0 0' 'e;
<br />~C>. ..' Y- !~\ ~I.-€...,[;P -::::: '- 0 \~) X
<br />x ~ X ~~\\~ \531:,5 ~0J\~1U ~ II 0 0 /0 ( ~I
<br />7~~~ZXQ x~ ~ v-~ ~~~ZO-4~ V~~ ~:~2 '~'1-0 . (x_ x 11\ Tonk~-== ~ ~I :2~7,O I
<br />r-- /f~0r= I 0 I ~ \ I xl,- -- - It' X
<br />x ,- ~ ~ *-Lur ~\\.. x 5':~9;~~:Z: /0" ;:; 0 ~ ~ RIFLE-+-1\ ~o:.: D ~ I I
<br />422 rq [J L:n-oloc:b~j~ ''b\~ QlO~~ ~n:I~ U FCJ" V~ ::-- f[ ( 1r'~,~3-o 100 : I ct:
<br />N 625,430 - ~1.. tl") j ~ nor 11'\ ~ It \\'~o I~ LJ 0 ['i?o Xo ~ I ~
<br />E 1,355,285 r ~ - - ~' ~ - ::;:: ~ -':::: '-.. j C:J 31- )~ ;., Y d' \' \ ) 5303.4 \' r:, T?nks I ~ I ~ ~ 0
<br />-I-~~~ c: 5~~ ~~K~(: ~'~~ !~~..~ M"~ 503~ L-',:, ! ~ J\I I
<br />. ~~~"- ~~\;[~'I\.NI'\lF ,tf> +/Vvj' ~ JJ~ f-I \,
<br />-" ~~ ~ rle~ s --= 5360~ . - "'~ ;;; ~( ~~ 53 4,9 \ (TOnk~~ '-f f> uk ~ w
<br />/' ~~,"t'T?TtT'l ::'Qdrt"i' '" ",\',\\. X 31 299.0 1\ :
<br />-~~~ -= ~ T \' ~ "1 '" ~'~ II 5290.4U
<br />-~=-= 539~~4~9forking \~ 5305.0~""~ ~,-Ru/~ ~x 0;;; x,
<br />__--~~~ ~O ~\~,\~~~ ~~~rrierX~"'o~~r\\ ~)\:<J ~ I
<br />~\~=-- ~O m,~\~~o ~\\ ~~~\\~\ )'~ C1l
<br />D~ F-!1-~~~ SJS~""~~/~ ~~~\ ~ 't 91J dC\J1 II
<br />HUTTON ) AVE 5420l.l)(V=5420 3>,\ ~~ ~ ~ ~ ~ ~ ~ \\\ j~li~~'\~~ I ~~ w! :
<br />:r:l:\ \~ ~' <Y ,~ ~ ~"''''* "'''''~. ~ ~( \) \ \'~'-"It
<br />~~~~9'2 ~ 1J;5:'\ \~ \& ~.:;9,g nOI.9 ~: \ ~l
<br />~fitL1l\-1 =;,~ · ~l.- - )) 1'6' ~~ [I' ",.. 0 '1]1'
<br />,,::~,~( ) ~,,~ ,q0~~i1~J]Jd~ rr(/Ii,u /'1 ~ ~~'~n~~ ~11. 10~52t,8
<br />
<br />nc->' b'--; ~'~ p;::....,( 'I 1/ I =<1"11''- I'" ~ ""- i -...~
<br />~'Si=~ ~~~[] ~ 9~rd ciq~~ 0 . I rD.. ~:9V l)\xrOb~~ . -; ~
<br />o d?;;--]~OOa ~~"i Q B ill ~ " 0 6 ~ II _ ~.~X\k87.4
<br />] rf-':JqCJ~~ 0 ~ jOX~p 1"(/:0 39, r~~I):1[\ ~ '~6:~\V
<br />~. L,J V\ a \J 0- J l -l 5295./ ( 6 I~ x ;/~""q
<br />
<br />.tJ~ -'ff~-Q ~ x :-11 f- ~ '5 ~ xl ' \ x /~
<br />~J~ ~ ~u (7.-~f-~I~ 5i~~ -i I{: ~.~ 53~0'1 ~ 112~ \ Ans+-
<br />X'5~~.~Q" Bhll~~"tWil (\ ~bC"'[j : I ,5~~ is
<br />};/~(i .o~9J!/1?1J>>), )Jlr; ,= \ ~ ~ ~' ~
<br />j~~//A~ ~~)~ rJ~~' f:Jri ~ it LH9 nll11~ 528:U\~\ 8
<br />Q )~ ~-str~ tf{( I~ ,j, &. I~x_ X r\~ \ \
<br />;;f;! ~ (!,ji!f!?~r:J;y)1 0 0 IY 0 0 (J) 18 I \~ . '\
<br />IP ~~- ') ~ I ~ ~ 5289.7X 0 ~ ) ~
<br />/~//.~~ n:::---"" 0<2, 0 ~ 0 05;87. ~o I!) (~...
<br />~- = O(l)~ IS ;:r I C--X---< '
<br />~"r::--.: 4Ts.7 < ,I. ~~ -?o +-x j L
<br />~ ~~ ~~ ~ X\~\~ .~~((( 1:3 I ) ,L' g
<br />~ (Pile ~ oon- \.~ /'''IL%lCl 0,(\ 52r~ I j * 0
<br />~( ~~:%\.o- .\ 0 ~[J o~ '20 ~~ ~ 0 S 5288.8 5~ I X ~ x ~
<br />PI<EFONTAINE 5422,~C(- J, I!) I!) ,S ) X nix
<br />J~~f'vfJ,~~ ~o,"r (fJll~ ,)) ~ (~J8~~ITI '"10) I x ~2rI001]'5 X 5285,5
<br />~8;:;~~~~~~l~\: ';3oi~Jt ~~~~f~~ I \ GR^V~~EAPERMIT
<br />~srv~~9~'~~)x/v'~~4~'D\~~ls \\~~06\\~~~1' ~-:IL .)~AV E ? 286.
<br />)WILL X ME. X MY 0 ~ \~. cJ -'lOll IX
<br />D~ ~~~ " ~ 'x x ~ I~I 1
<br />~ * - ~ bJ=::-:::~ -S-4~71 'if- ~,::6 h;;,~-~~~ I
<br />~9~26,15i ~EUCI ~~~\ \ ~~ 3~\3 ~ ~o~~x 0- 2 ~
<br />E 1,352,472 ]Ji/[?~~ ~ ~'-j; 1\\ X ~~
<br />~~^-../ ~d ') D '( ~ (( : r\'~~ ~ :; 5289.
<br />~'l ~ I .J :\\1 -==-')--~'r=- '\' X
<br />~\\~ ,~<<\\))~/~v~e: /~ ~~ 9
<br />~~~ ,'-/ '~3d4.84 ~ x
<br />~~ ~40.Q, r;(Y (:.-
<br />~9~25,528 ~ ll1i)~ ~ ~\:~ //.-\ : /~FORESt)l ~\1\332
<br />E 1,352,041 ~ \~~~4?,," 0 /~#1 fl~~S"V~~ f\~J
<br />~~~II "t"'~~Ii~ 5~~:~ .8 Y) ~:Yllj ; ~~~~30:~ ~%c ~ i: :~ ~
<br />r;! ~ X / ~~~)~ V( l:;::::] III R1
<br />'>. 1!))"/~~~---"""",\)/"\.~5305.lbCP 11- IIIII!)
<br />
<br />5345.0
<br />X
<br />
<br />o
<br />C1l
<br />C\J
<br />I!)
<br />
<br />~.....4~ ----l\,
<br />58
<br />
<br />r
<br />
<br />9 16
<br />8+/7
<br />
<br />+
<br />
<br />394
<br />N 624,303
<br />E /,354,093
<br />
<br />I
<br />I
<br />
<br />8+17
<br />1'8
<br />
<br />1
<br />
<br />f-
<br />W
<br />W
<br />I
<br />\ (f)
<br />
<br />------:;:::: z
<br />
<br />~
<br />
<br />+
<br />
<br />--t-
<br />
<br />o
<br />o
<br />
<br />'{'7 /;~
<br />C-45
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C-47
<br />
<br />4118
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTlM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME ORDER
<br />CATHERINE 2nd
<br />
<br />COORDINATES
<br />X = 1,516,508.42
<br />Y= 581,255.78
<br />
<br />X= 1,23/,566.60
<br />Y= 523,643.10
<br />
<br />GNAT 3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC a GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />6 HORIZ. CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />+ GRID POINT
<br />
<br />CROSS SECTION
<br />
<br />,(1.
<br />
<br />o POLE
<br />
<br />o
<br />o
<br />o
<br />o:i
<br />I!)
<br />r0
<br />
<br />-x- FENCE
<br />o TREE
<br />
<br />r! Y>-J
<br />'-v BRUSH or SCRUB
<br />
<br />w
<br />
<br /><0
<br /><;t
<br />u
<br />
<br />~ _ J '
<br />I I FOUNDATION or RUINS
<br />L..__.J
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />I
<br />U
<br />f-
<br /><l:
<br />:;;;'
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX. SECT ION LINE
<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 COMPL IES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />w
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303-593-0093
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />I 'I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAt N STU DY
<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 />
|