|
<br />N 632,000
<br />
<br />N 631,000
<br />
<br />N 630,000
<br />
<br />N 628,000
<br />
<br />N 629,000
<br />
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<br />If! 598
<br />E 1,420,109 593 594 595 597 /?&'/(( N 628 799 600
<br />592 N 629,401 IIIfJ I I '
<br />N 631,182 N 630,537 N 630,476 N 630,416 596 E 1,420,6s;J;2 I;; E 1,420,831 N 628,508
<br />591-......." ~ 5620 E 1,420,204 E 1,420,143 E 1,420,075 E 1,420,120 N 629,906 'I ( J..L 599 E 1,420,531
<br />.......::--=---... '---- E 1,420,502 ~97 II,,, !IS.,....... 598 N 628,596 -+-
<br />.,-:--.. " 5610~ ' ~,)\ ~~~ roO,__:-........~'
<br />~ 5600=~~_592~ ~o.~.Se ::"\ ~ '\ gO ~ I \\~_ 1---:::: i-... E 1,420,783
<br />1-.... .~ ~~~~ ~ 593"( 59'k~ ~ 'je,'j'"C::, 6'0 0'6';:96 ~ ~568~~ ~;;;- or\, 1:"\\ ~~ 599 601
<br />, \)~. 5590~ ~640~ ~~~ ~ I~~ 7 ~ "")::,~ N 628,498 )
<br />"'\liifd.~.5~9~-'~"'--~~~ - /~ --: ~--.::: '\~ ~4~ 0 ~~ 0.-"-- ~5660 5'/..0/ ~~ ~ -566~~~n 601 E 1,420,735 603
<br />::::<1\ ~ . ~ ' ........ ',,--"''''630 ~~..~",,;./<"< ~~.Ji" :;-:: .2./'........ r.. ~~ ;:...::: N 627,272
<br />
<br />~ ~7A '100-;;-- -::f:Y( ~ ~~A,2<,,- e ~:">;;:--"::::~ ,( - 59..9 .P' _:.">t: \"0..1il\\\~~ 'j,
<br />~ ~ SS~ ~590~U~~ ~~~ b\~ ~~55d .~~ 'I ))\~III~ -............'--..::: ~ T .''"----- -;;/' ~ (YY"~ Il51~1 -Z. 1 T 5708.2 ~0~27,764 I. l~~5750=:::-
<br />
<br />; ~.5il.u:( ((T~~~ge~~~~9"~59~.. ~/:// lrc",-~ ?(.~~ ~ ~r(~~~_J ~ ~~t~/~~~~~~/e ~ y~~E 1,420,659 57~5~ ~7~~'-;'
<br />(l) % (~~~ ---- --/Z i' =- i-'~ ~ ,,~\ ~. ~' "I ~ ~,90"; ~ 602 ~~ ~
<br />;...-:;:::. I ~ ~ 5620,2,,: ---: 5610 ~Y-: Cl Cl :::::-=::::::,::0 ~~ lU -.....::::/1 '-;:: ~ ;;:: ~ ;56~0 #i ';;~ /fr) I 5731 0 ~ ;,;;?7 '\i\1 '-....]
<br />/' 592 ~X ~ v'ro"J (). ?- ~ 01, / -;; C-;' ~.. --~: ~ \.. OJ '- ~//P' I! I
<br />E 1,419,859 " "'\ - e,~O 7 - c::- ~ ~ _.;~ ~ /' ~ , --":--0 0(}--571'),~'tJ7'?0 /
<br />~ S 595 5650 60 "....... \, ..." .;=7...J' ~./h" ~
<br />"'9~ t96 _ ~ '...670 ~6B0 'je,90 .l ~ If 6~~ ~ ~~ ~~ ~'~ 'v. /
<br />~ ~~799~~5 N 628n~ "~ff~~ " ~ ~0:: ~~ '..\\\I~~;:~)) III. ~
<br />, , E 1,420,220 _5597,5~ ~ ::7 r -+ ~ ~ \\ \\,~\'~'b@lf7:@A/ all ~
<br />599~,- -5700_VH----...---- 0----:= ~~\\_ ~ ~ Ij! '/ 603D.0---%160~
<br />N 628,580 7 ~ 5510:5 ~~ ~ ~::- ~ '// 'j1./ ~
<br />E 1,420,167 _::::::-- /0\0-:-1 ~___ I''c::. '" ~ ~~
<br />,,<:b S --r---...... ----..::::::.. ~ ~ 603
<br />~1~0'l' .L ______ ~ N 627,148
<br />::. -Y 602 _57000.- E 1,420,520
<br />N 627,777
<br />----!--- E 1,420,174
<br />I
<br />
<br />593
<br />N 630,619
<br />E 1,420,313
<br />
<br />595
<br />N 630,491
<br />E 1,420,335
<br />
<br />594
<br />N 630,536
<br />E 1,420,327
<br />
<br />591
<br />N 631,631
<br />
<br />600
<br />N 628,591
<br />E 1,420,563
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<br />
<br />59\
<br />N 631,735
<br />E 1,419,763
<br />
<br />593
<br />N 630,662
<br />E 1,419,769
<br />
<br />594
<br />N 630,614
<br />E 1,419,775
<br />
<br />595
<br />N 630,584
<br />E 1,419,812
<br />
<br />597
<br />N 629,010
<br />
<br />18441
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<br />E 1,419,929
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<br />601
<br />N 628,467
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<br />N 626,30 I
<br />E 1,421,163
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<br />604
<br />N 626,506
<br />E 1,420,710
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<br />E 1,420,690
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<br />N,626,000
<br />
<br />C-18-1
<br />
<br />4615
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLO:~ADO STATE PLANE COORDINATE
<br />SYSTlM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC a GS
<br />ANDIOR 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 />
<br />X= 1,231,566.60
<br />Y= 523,643,10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />:a
<br />o
<br />l-
<br />I-
<br />o
<br />co
<br />I
<br />T
<br />(l)
<br />I
<br />U
<br />
<br />BASIS OF VERTICAL CONTROL: USC a GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192,284
<br />4869.860
<br />
<br />NAME
<br />D-156
<br />4870,74 PS
<br />
<br />0
<br />0
<br />0
<br />C\J
<br /><t. 6,
<br />w
<br /> 0
<br />I-
<br />w X
<br />W
<br />:I: ~2
<br />(/)
<br />:I: +
<br />u
<br />I-
<br /><t
<br />:a
<br />
<br />LEGEND
<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 /> 0 POLE
<br /> -"'- FENCE
<br /> 0 TREE
<br />0 G BRUSH or SCRUB
<br />0
<br />o.
<br />0 r- - I'
<br />C\I
<br /><t~ I I FOUNDATION or RUINS
<br /> ~--~
<br />w
<br />
<br />SECTION LI NE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />_I-
<br />I
<br />
<br />UNFOUND SECTION CORNER'
<br />
<br />APPROX. SECTION 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 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 />200
<br />I
<br />
<br />SCALE IN
<br />o 0
<br />,
<br />
<br />400
<br />I
<br />
<br />FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAI N 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 />
|