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N 617,713 ; ./_b1\0 <br />o ~-=~ ~-/ f.L:-~ Jf: Bridge woshed out'"\ - E 1,405,903 E 1,406,025~~1~0 ~J <br />o ~~ 0,\,;::j<<ct::i- 538 542 ~ <br />;} Zo\Nll~1O ~ /r ~~~)I N 618,836 540 N 617,679 /' ~ <br />~ ~~~o/ /~.:..~.... ~~~" E 1,405,420 N 618,335 541 E 1,405,908 54 ,j, . '~~~''i~O/f/' <br />,/ ........-:...l,., \": .....:..:..: .:.: ~~ ''')::670 538 E 1,405,670 _~2 "c;1. '11//' ,/({ <br />~ ~./~105-~ ." :":,:,:,.:.:-,:,:,\ '~537 N 618,834 540 ~ .. ==--~, 1" 0'- it J ( {(~ - <br />- -~iiJ_' :~. :" ':.:..:., '.' ~ ~ N 619004 E 1,405,214 . ~ ~ '-.. .., ~ ,~"?<70~ ~ <br />~- .r;--. ....... .~.::t :;Ix 6/0 ~ ~ E 1,405,381 539 ....-4 ,.,', ~..:-""A' "":~~'''~~ _ . \') :4~~:~~ ~ <br />, <.: _ .:::,:. .::. ~ ~607.~.. ' N 618,791 ~ _____ -c" " ""~5",:, _ .. ~~o: \\'\~:::::::". N <br />.' T:4V/!!!.'\',:,:,::::&~ '.:.:.:.~"" ". ~)s~"-jj~l""'~ 537 5 8 539 E 1,405,433_~.. 1'. c . 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I/'j .;':: ;:,:': <br />r~' ._._~.; .~~ .. ..... / /)" - '" , '.' ~ s."~~ N 617541 '''~ vu - ---- ,- /-, <br />(/) 11 536 56J.9;'~_ "'~'::'I ___________.7A . "I-Y':" . 30 ~- - - '':''~.A' S19~.. "\!'I~ . E 1405250 :>........ ~5.6.91.e--:::~/ --- <br />\./. N 619 388 -......::---:.~- .0~ _",39 - VI 50 ,,' - 8..'" ;::::-::. +:: v- - "'-- .::-- <br />r~_~ '. ::::.. - ----->F-:;.~ ~538 . -.' ~ '/11 i:~ ''':::--- ---..S--"'- ,,'~_ <br />:..: .' E 1,404,737 .~.. ~ 537 539 540 / ~ ~ 542 '--"'~S6~;~::~. ~:.~~ <br />. N 618,587 N 618,032 56498 N 617,410 '~ . ~~"'-::-- <br />535 . ...... '..;J:::::--"'~ ' <br />I N 619,846 E 1,404,884 E 1,404,993 ~'. E 1,405,297 5;t2~'~"'~:::~, <br /> <br />E 1,404,442 ~3~18,608 ~;;II!III ou1 /lJ/ ;"55~~~ <br />E 1,404,864 IIIII!I Bridge woshed , ...................::: <br />537 II' -- ............ <br />N 618,630 j, <br />E 1,404842 <br /> <br />536 <br />N 619,883 <br />E 1,405,544 <br /> <br />~,~ <br />--~ <br />---<~ <br /> <br />543 <br />N 616,993 <br />E 1,406,014 <br /> <br />551 <br />N 616,894 <br />E 1,405,830 <br /> <br />552 <br />N 616,851 <br />E 1,405,834 <br /> <br />553 <br />N 616,808 <br />E 1,405,835__/__ <br /> <br />~f- 0 <br />0 <br />0_ <br />U) <br /> 0 <br />0 <t_ <br />o - <br />0 W <br />,r) <br />- <br /><t) <br />~ <br /> <br />551 <br />N 616,874 <br />E 1,405,198 <br />552 <br />N 616,845 <br />E 1,405,174 <br />553 <br />N 616,809 <br />E 1,405,173 <br /> <br />-f <br /> <br />. <br /> <br />C-22-1 · <br /> <br />N 619,000 <br /> <br />N 618,000 <br /> <br />N 617,000 <br /> <br />N 616,000 <br /> <br />~ <br />, <br />, <br />I <br /> <br />4822 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />............ ..... .... <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~S<80 ~ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />SA <br /> <br />.. <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POI NT <br />100 YEAR FLOOD ELEV. <br /> <br />~\-.,.~ <br /> <br />6.272 ;n I/"\(HJ <br />station in 100ft. <br />o from lower study limit <br /> <br />-Q- <br />+ <br />~280 <br /> <br />o <br />o <br />q, <br /><.t <br />o <br /><t <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CF. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817, <br />1982. BASIS OF HORIZONTAL CONTROL: THE CO LORA DO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE. LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED~ CATHERINE <br />COORDINATES X= 1,516,508.42 Y=58I,255.78. GNAT-X=I,23I,566.60 <br />Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />(,192.284. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS, INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 21 8 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTR AI ZONE. LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC8G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68, <br />Y=613,033.6I, CASTLE X=I,432,094.81, Y=623,300.73, ANTLER <br />X= 1,371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 8GS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING <br />8ENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12 , 1983. <br />COMPILED BY BELL MAPPING CO., 500 KALAMATH ST. DENVER CO. <br /> <br />w <br /> <br />SHEET INDEX <br />STREAM MAP SHEET STREAM MAP SHEET <br />PORCUPINE CR. I - 3 GARFIEL D CR. 15-16 <br />BEAVER CR 184 ALKALI CR. 17-18 <br />MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />DRY HOLLOW CR. 9 -10 CANYON CR 23-24 <br />DIVIDE CR. II -14 ELK CR. 25-29 <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />~-- --- <br />u. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br />~ <br /> <br />200 <br />. <br />SCALE <br /> <br />600 <br />, <br />FEET <br /> <br />IN <br /> <br />SHEET 13 OF 29 <br />