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/ )(. I ~ 150 N 559,860 E 1,227,927 149 N 559,200 E 1,228,366 o o o a) ID ID Z o o 0_ I"- ID ID Z o o o !)Z /y )( 148 N 558,377 E 1,228,725 147 N 558,233 E 1,229,633 , ~\ ~~ , ~ , ~\-Y ~ ~'-- J~~ ~ ;, D: q ~ '- 148 N 558,668 E 1,228,919 146 N 557,945 E 1,230,097 145 N 557,771 E 1,230,48)(4 145 N 557,574 E 1,230,336 ) U )\ V o 1).o}j E 1,228,000 E 1,229,000 E 1,230,000 MATCH SH EET C-87-2 I 1 150 / , , / 1 I I I -,<: J;> <ll <ll - 150 N 560,633 E 1,229,724 I ~'O \~ <ll 'P: \i 150 N 560,236 E 1,229,306 I / / o X4966.7 ?o 6b :., '-- 4967.0 X )( . / ~/ \\ ~~~~49 \I '.\ i -'IV ~ ~ \\ 144 N 557,190 E 1,230,510 ~ , Yr' ) / Ln:. ()495~ \' ~~ -7~ i I J;> ~ \ 0 -?o \\ '1-<71,- J('{~ 7'$~ . .~ ~ .\ \ ( : II \' f/7/ ~___ ) /]'1,/ '.~Y' '" ~ :$ \ ~\~~~ _~.~ 0 >\ '( ;SOOO '\ ~ \'\ '"'''''': 't~~ 4~~ / f) ~ ) ~~ ~~ o ~~ (' '" )~~ -?~ ,\ ~1- \0 If ~ ..~ ) E 1,231,000 / I~ , 148 N 559,029 E 1,229,607 MATCH EDGE ROAN CREE K CO. INTERMOUNTAIN TECHNICAL SERVICES 6/82 ;; !! '" II , )!I~~:; ~~ \(~ 1)\\ ~ ~-~ f//4963.0X \~ ~ ~ '\ ~ ~497:~J~ V~ ~~ I) <<'" X4952.2 I \' ) L ~\ ( )' ( '\ 4973.2 ) iJV'~ s~rUb "" j5( .... "'-'- \~/: './ ,J'-"'--^... X ",0) X (37/150 (J~f~ 4948;' \ U0; .,'\~ ";0 ~ L/-'l - 4971.8 /~..~:.~ I~~~ V ,~7J /7 ~ ~< (i ~ ~) \~ ~ \ \\~:- X 4950.9 ( 49~3.0 ~ ~~\\J :: ,,'" ~ \' A)))~~~~h .;~/// 1/ -v ~~ ~\.... M, !ftr,/;7 -.;. .....:~'0; / / (j! J;5 49\40.3' ~ D ((/1// "''':. ~,,( DX-)~ (] A IWlII/ ~"'~ ~ ~/. ~~ '/ "\~ o '--- "-1; \~ j, \ ,'\( ~~49 ~ ~ ~ ..(< 0 ~,~o ~11.:~39:~ " I~ ~ ~ ~ \ b .'.~ 17~" "'~ ~ \\\ ~\\ :/ : ~\'\ ;&;: '" 147 II "'~\: ~ X --1' ~~ ,\J///I \ j,~~,,'\, \~ ~~~14B{;i';\7~ ~Zf="~ . '9,9~OL / ,l ~I ~\\ r ~) l;;UJ0d '~". 1 "". I /~l, 148 ;:ff/ ,4 ~ . ~ '. ;, ~v OCJ/~4~J.1 .' ~ I j/ ~~~ ~,\ ." "-. ~.,~ VI 3654 J;~ <> ,." h '~~~.:~=-W" ~ <'<0 \>' \,~(< 4~::2.3t> 0/1 ~+ i X4960.3 'II ~ .JI,\\ 'I ~j.i- ~ ---- i/?z '" J;> ~~0 "- ~~\ + + "'- ~ I '%, I" ~ ~/~'" ~ ':---..~SOO ~4925.i\. 4931.8 49:,0 ",? 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I'i-I S <"02 C-87-1 o o o 6 <D ID Z 4856 BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS ANDIOR USGS) TRIANGULATION STATIONS WERE USED: NAME ORDER CATHERINE 2nd COORDINATES X = 1,516,508.42 Y= 581,255.78 X= 1,231,566.60 Y= 523,643.10 GNAT 3rd BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: NAME D-156 4870.74 PS ELEVATION 6192.284 4869.860 ORDER 2nd 2nd LEGEND 6, 0 X ~2 + , 0 HORIZ. CONTROL VERTICAL CONTROL BENCHMARK PHOTO CENTER GRID POINT I CROSS SECTION POLE -x- FENCE o TREE / ;. Y\--; "--^ 0 BRUSH or SCRUB ,... _ I' I I FOUNDATION or RUINS L..__.J SECTION LINE + FOUND SECTION CORNER _I- I UNFOUND SECTION CORNER APPROX. SECTION LINE COMPILATION BY PHOTOGRAMMETRIC METHODS FROM 6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982 THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS PREPARED BY: ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD COLORADO SPRINGS, CO. 80907 303-593-0093 SCALE IN FEET 200 0 0 200 400 I' : CONTOUR INTERVAL - 2 FEET COLORADO RIVER AND TRIBUTARIES FLOOD PLAIN STUDY ) PREPARED FOR o o o a> ID LCl Z GARFIELD a MESA COUNTIES, COLORADO IN COOPERATION WITH COLORADO WATER CONSERVATION BOARD DENVER, COLORADO DECEMBER, 1982