|
<br />N 661,000
<br />
<br />N 660,000
<br />
<br />N 658,000
<br />
<br />N 657,000
<br />
<br />N 659,000
<br />
<br />i.
<br />8,17
<br />i'is
<br />, ~
<br />1
<br />
<br />RIFLE
<br />
<br />'\ '\\\ \
<br />I)
<br />.
<br />
<br />
<br />5~XJi~
<br />~'---=-'~
<br />~Ium::::::::::-:...
<br />~\ 421.
<br />'( f:/; \ -y; N 66/,424
<br />II ';// /;l; ); ~,. E ',363,871
<br />
<br />yj37 '/1 / li)Y~\~\\ 0
<br />~ /, /, ':o~~.. Ii'
<br />! Ii) II;" ~~ I
<br />: /117 //, ~. ro 31 A~ ~2~60,330
<br />421 J I//! i 15le h~~ E 1,363,922
<br />/!II'g /, \. hli ~ ~~
<br />7978',7 I 'i U f9~2,6 U-1.:2t ~ ~!J!/' /Y ~----.,
<br />R ~ ~ ROCKS f ~lIli\i ~ ~ ~
<br />I 6/ BOULDERS II R'hfl' ~L)I ~ ,..--"-< ~
<br />~61111 j I ~,~\ 5848':~ ~ "~ ,\,
<br />If)N)OOOO co 0 g~' . " ~ 0 _~
<br />
<br />fJlf) IT' T f-t. ~ J '- /j/"J -.-..// ~ , E 1,363,521
<br />!I 'I /IWI . ( /..J~ ~ 5854:2~~
<br />
<br />~ ~ I \~ ~6 'I J~ ~~~O=~
<br />? If) I / -==~," ,( 58~8i~/r \ >>:(( .\ ~~~
<br />/ ~~~..~~'~~ ~.~ ~'O ~~~
<br />j~~~~~.~~ ~~~~
<br />"-~ ~~,- ~ ___-x:::=t----0>-~
<br />t'-N W,\~ -;:::;; ~,~ /' ~5850 8 ""-t:---.~ ~ 418
<br />! X ~\", ---~-- -~~ ~~==:;~ '~~~\~5~ ~~;~2~g~1 + +
<br />~~~ ~--" J J I)~~\ ~~~ ~~ X58'5i~~~V"~418 + 414
<br />252 ::--, ~ -=- ~~ 1/ fu\\K,,,, ~ ~\""~'\,, '"
<br />~- . 42ct!J_J ~860 ,.>e~':=-- ~~ ," _ 417 N 656,612
<br />~!II V ~ ?LZ=L>-" 420 <~y-)<:::: . ~~~ ~~. 2~\6~ _~.:::::::-- ~ ~,;~2~~~8 E 1,362,647 _,
<br />\(L/ N 660,687 c::::: ~~( ~ ~\\"\ ~ ~ ~ ~i-17 2~70 ~
<br />E 1,362,966 '" 419 ~\ I ~~ ~ ~ ~~2._,J:.~ ~~~ 'N ~1~57,922 . ~,y_584 ~
<br />N 660,049 -:;, ~ \ '\ ~ 1 f).E1O .~; 25.u:;;;;: 60 5850 E 1,362,617 4NI5657,274 ~I':::: 5820 j /
<br />E ',362,785 """( K\\ \ ~ "':'\~~ ~ -= ~ ~ 580~790.-/_
<br />\'1' \\\\ ,.~ ~~~~ ~Ffft... ~ -~ 5840 ~ E 1,362,548 /;~?' 41
<br />\ I. ) ) L J :>- ~ 5830 ,",--v 416 % ',....-;
<br />
<br />,\ > r(t \\"\" ;:::0-., Con IIII~~ ~ ~ 5810 =-~ /, ,c y/
<br />
<br />418 c- \\ \. "1! :::::'\ 5820 -;; y ~~':l"'::;:...,... "'l1 "'.', I
<br />
<br />E 1,362,619 ~7 50=-41 "5 ~~: fA.u~ ....,.13 ~il//.)~ ~. ~81< ~ :) / //' x,.. / S,:l
<br />5~qO'" ~ ~~ ~~~~ <r;/ (. " ~ ;;; '~1 ~
<br />I~ ~ ~\~'--..::: J)" ~5J9~~ "d) ~ ~ ~~ J~ /; ~
<br />417 ~~\ ~ :::; ~------':56 ____.- , ~ 578 :-'~--v ~~oO ,=
<br />N 658,816 ~ ~"",. ~ ~ :5~~0- CO RD.--..?<; ~ ~
<br />E ',362,395
<br />-./ 5 ~415 "'SS; 5759..,
<br />416 . ." '" 0
<br />N 657,962 ~ . n)~~ '" 0
<br />E 1,362,153 ~1~57,303 ___ ~'" eLl D ~b~;:;';~ ~
<br />.'\ \ ,; (71.5 < ...... '---.. '--"i/ r0
<br />E 1,362,135 __ --...r ~
<br />;\ ~ o~~
<br />. I , \'1): \ ~ \\\\~7~ ~ ~~ ~ 'I
<br />~\ " 1\ ?s,iT'-
<br />~----~!M~
<br />(G~~~~
<br />~O~~ 0
<br />~ o;:-~. ~~
<br />":: l?o
<br />RIFLE ~ ~)r
<br />GAP ,I.)'''E J
<br />I~,A
<br />414 ~ I~
<br />N 656,638 V l~
<br />E 1,361,684
<br />
<br />GAP
<br />
<br />~ Z
<br />
<br />RESERVOIR
<br />
<br />.
<br />.
<br />
<br />421
<br />N 660,773
<br />E 1,363,774
<br />
<br />.
<br />
<br />w'L.
<br />59 29,9
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />J
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />7.18
<br />
<br />121'3
<br />
<br />C-43'-3
<br />
<br />4510
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, 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 />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 />ORDER
<br />2nd
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC a GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOL.LOWING BENCHMARKS:
<br />
<br />o
<br />o
<br />o
<br /><;t
<br /><0
<br />r0
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />NAME
<br />0-156
<br />4870.74 PS
<br />
<br />w
<br />
<br />LEGEND
<br />
<br />6,
<br />o
<br />X
<br />~2
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />BENCHMARK
<br />
<br />PHOTO CENTER
<br />
<br />+
<br />
<br />GRID POINT
<br />
<br /> I CROSS SECTION
<br /> 0 POLE
<br />0
<br />0 -"'- FENCE
<br />0
<br />r0 0
<br /><0 TREE
<br />r0
<br />~
<br />-
<br />w G
<br /> BRUSH or SCRUB
<br /> r- - I'
<br /> I I FOUNDATION or RUINS
<br /> r..__..J
<br />
<br />SECTION ltN-E
<br />
<br />C\J
<br />I
<br />r0
<br /><;t
<br />I
<br />U
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />f-
<br />W
<br />W
<br />J:
<br />en
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX. SECTION LINE
<br />
<br />J:
<br />U
<br />f-
<br /><[
<br />:::;:
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,81 17, 1982
<br />
<br />THIS MAP COMPLIES 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 />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 PLAIN STUDY
<br />
<br />o
<br />o
<br />o PREPARED FOR
<br /><0
<br />r0~ GARFIELD a MESA COUNTIES, COLORADO
<br />w
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
|