|
<br />N 650,000
<br />
<br />N 653,000
<br />
<br />N 651,000
<br />
<br />N 652,000
<br />
<br />>:~
<br />..y,,:/
<br />
<br />~~\
<br />
<br />)(
<br />
<br />/
<br />/~
<br />
<br />)(
<br />
<br />
<br />)(
<br />
<br />o
<br />o
<br />0_
<br />())
<br /><1"_
<br />
<br />1JJ
<br />
<br />)(
<br />
<br />
<br />N 653,035
<br />E 1,421,879
<br />
<br />dJ5
<br />~~
<br />&/ft'
<br />~
<br />
<br />
<br />688 700 703 ~Oh~'I~~i3 51".6 X ,~' 0~5X ~~ \~
<br />
<br />N 649,776 )( N ~
<br />E 1,420,685 651,559 ' I 421 9 .- ?\C. --" '.
<br />689 A 691 ' 1,421,804 ' ,4' no O""Ao1>, \. ~ ~ 0
<br />687 ,N 650,361 Ii N 650,441 697 69 ~Oi52 0{ o''''L5,\,240)(5il33.3t~1 ~~k 'jy
<br />N 649,745 :\' 1,421,042 ' 1,421," 9 ~ f,~';1,i~o N i51 52 ' I 42i~~0 (\ / ~ \ & ~I
<br />E 1,420,698 ~\ 696 E 1,4217~7 701 " O\~ \'N. /15833,0 584 .3//1'/\-'0'1
<br />690 \' 692 ' N 651 9 0--->..")// " x-. . .,. ~Y"
<br />686 . N 650376 ,,- N 650 575 694 695 N 651,19' ' I 4' 39 ~ X/5" 231 ')7705
<br />
<br />".420,~9 '_ ~ ';. .i '! 693' 1,421,331 "'4~I'650 E 1,42I,~573 701 ~ 1 \ ~ x~ 35~ 4iV
<br />685 m ~ . I,~, N650733 ../ = ,.0'" YA? . ~ " .',!' e;;v~
<br />N 649,434 0_\0. f/; ~.~ ~~' _ l~~_ ,\' 1,4213'0",-3,40 585~,~~ @. .. 5"9 ~)> '" y# -"'5; ,,~ 8;(~?':/:' ~ ~/,;'gO 705
<br />
<br />~ 6" ~"'" , 690 .691 ;r- 3' _ ,', ~#98~~ _ .~. " · C ~.>>':/" ._0 ,058
<br />---:::::: ~o/ _(,", comp~\rfr"7Ihj' ';; "~V ~... ~ ~r /" , <t....'"9.,,-o9'flff~' 'l'g;!!" X 1,.1jJ~5824q---.:;: 1\ ::--, ~'b E 1,422,5i3
<br />=-= ~85,~O XI..: // " ~71{j e'" (.' ,,,:,~1fi579d.,I\i},.;;.: ~ ,"~95' ,,'. /, "it' I, ,~.. 2., ",{(.] ~" 1 V
<br />~ 57"," 0 II~ _' ; '" ,...... .. / )'~~" , ,"'" /e"'" "ro . 815."- 02 04 .-
<br />684 ,,- . ',,= '/ "0' ,\ ~ ... .. ~ 8\8' . "703'
<br />
<br />, '420262 ,~_ 'OV'N//~ li.CJ '. ",,_.' 0" ,---.., C~ / .",., X '/~/'l ~o ":) 704
<br />" ~~~~~~ .~;;' ~ t "'" 5~;;a' ~~/ 0.0 ~-:.;'- ~"~ ~ '".. -i'~~ 3 5825.5P' · ~02 ~ 652,255
<br />684~"- ~,= ~^ _ 9' / ~ "" 3 C" 99*700 .. 582 "" 'ftZ40 %' 652,186 ',422,404
<br />
<br />-....::: 'f)1 ~ ? ~ ) D2256/ /"J 'h 58iY~5 ~. 692 6/.::=-" 1 70' N 652 228
<br />"',-/;~.& .. .... ,"i~~~- . o/~ 'E06B.~ ,\'; N 650,213 ~~ = )( ------ N 651,841 E 1,422,390
<br />[;;V/ "-'l'-"" ~~ 1~f ~a'O# ".~ \'\\.' E 1,421,286 694 ' 1,422,321
<br />~ j r..-:;~ 6c,"~~~' ~ 8' ,../~.oW~' ~~ t8~49 949 689 . '" ~9~50,'66 ~ f,~~'I~~~2
<br />V;1 ~ ~ = ,'''''l'. ~ ' I 4il 201 N 650,088 ",421,262 698
<br />C\J ~., w-- CO. RO 24' " ~ .'. ,,' 1,421,237 690 693 697 N 651 365
<br />cb " , rlO\oa . '0,00 ,:-,,:::5799., 686 687 N 650,12' N 650,604 N 651,'" E 1,422,005
<br />. : 68 4 _...'~ N 649,877 N 649,9" ' 1,421,249 E 1,421,56' ' 1,421,925 699
<br />:.:,:/ ~i ~ ~48,511 \\// 685 ",421,20' ",421,205 696 N 651,396
<br />~" ,420,576 ,A N 649,157 N 651,b95 ' 1,422,024
<br />: ' 1,421,025 ' ',421,916
<br />c '/ 695 700
<br />~ ")1. IJ/Ji N 651,046 N 651,419
<br />; ~' . E 1,421,916 E 1,422,040
<br />
<br />
<br />. O{/" 683 V
<br />> N 648,076 ./\
<br />
<br />705
<br />
<br />)(
<br />
<br />)(
<br />
<br />o
<br />o
<br />o
<br />6'
<br />C\J
<br /><1"_
<br />
<br />~
<br />
<br />-,..,....-:
<br />..- ~, <Sl
<br />~
<br />
<br />1JJ
<br />
<br />\
<br />
<br />)(
<br />
<br />)(
<br />
<br />)(
<br />
<br />)(
<br />
<br />o
<br />o
<br />0_
<br />C\J
<br /><:1'-
<br />
<br />)(
<br />
<br />1JJ
<br />
<br />)(
<br />
<br />x
<br />
<br />)(
<br />
<br />N 648,000
<br />
<br />N 649,000
<br />
<br />C -\6-2-1
<br />
<br />4611
<br />
<br />BASIS OF HORIZONTAL CONTROL.
<br />COLORADO STA . THE
<br />SYSTEM, CENTR1~ iLANE COORDINATE
<br />CONIC PROJECTION ~~E, LAMBERT CONFORMAL
<br />AND/OR USGS) TRiANG~LAFOLLOWING (USC 8 GS
<br />WERE USED: TION STATIONS
<br />
<br />NAME
<br />CATHERINE
<br />
<br />GNAT
<br />
<br />o
<br />o
<br />o
<br />.
<br />C\J
<br />C\I
<br /><I"
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES
<br />x= 1,516,508.42
<br />Y= 581,255,78
<br />x= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL:
<br />SEA LEVEL DAT USC 8 GS
<br />FOLLOWING UM BASED ON THE
<br />BENCHMARKS:
<br />
<br />1JJ
<br />
<br />NAME
<br />D-156
<br />4870.74 PS
<br />
<br />2:,
<br />o
<br />X
<br />~2
<br />
<br />+
<br />
<br />o
<br />
<br />->(-
<br />
<br />o
<br />o
<br />o
<br />,Q
<br />C\I
<br /><1".
<br />
<br />o
<br />G
<br />
<br />1JJ
<br />
<br />,... _ I'
<br />I 1
<br />P..__.J
<br />
<br />+
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />LEGEND
<br />
<br />HORIZ. CONTROL
<br />VERTICAL CONTROL
<br />BENCHMARK
<br />PHOTO CENTER
<br />
<br />GRID POINT
<br />
<br />I CROSS SECTION
<br />
<br />POLE
<br />
<br />FENCE
<br />TREE
<br />
<br />BRUSH or SCRUB
<br />
<br />FOUNDATION or RUINS
<br />
<br />SECTION LINE
<br />
<br />FOUND SECTION
<br />
<br />CO R N E R
<br />
<br />I
<br />-1- UN FOUND . SECTION CORNER
<br />
<br />APPROX, SECTION LINE
<br />
<br />COMPILATION BY PH
<br />FROM 6" C F. OTOGRAMMETRIC METHODS
<br />PHOTOGRAPHY L.TAVKEER:ICAL AERIAL
<br />NOV. 15,16,817, 1982
<br />
<br />THIS MAP COMPLIES WITH
<br />ACCURACY STANDARDS NATIONAL MAP
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS
<br />4167 SINTON ROAD ' INC.
<br />C300LORADO SPRINGS CO 80907
<br />3-593-0093 ' .
<br />
<br />o
<br />o
<br />o
<br /><I"
<br />C\J
<br /><I"
<br />.
<br />
<br />200 SCALE IN FEET
<br />0 0 200
<br />I , , 400
<br /> , I
<br /> CONTOUR INTERVAL - 2 FEET
<br />
<br />1JJ
<br />
<br />TRIBUTARIES
<br />
<br />COLORADO RIVER AND
<br />FLOOD PLAIN
<br />
<br />STUDY
<br />
<br />PREPARED FOR
<br />GARFIELD a ME
<br />SA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION
<br />DENVER, COLORADO
<br />
<br />BOARD
<br />
<br />DECEMBER, 1982
<br />
|