<br />4383
<br />
<br />o
<br />[]
<br />&
<br />-
<br />-
<br />
<br />~oo
<br />
<br />[]
<br />o
<br />'"
<br />5Y
<br />
<br />,
<br />[]
<br />~
<br />i
<br />
<br />o
<br />[]
<br />0)
<br />5Y
<br />
<br />~o
<br />
<br />o
<br />o
<br />o
<br />o
<br />IYJ
<br />-
<br />-
<br />
<br />LEGEND
<br />
<br />*
<br />
<br />--Jy 31
<br />~~O
<br />
<br />[r....M'N
<br />yN
<br />1035
<br />28~ 249 ~::
<br />
<br />-
<br />
<br />/.J.;
<br />
<br />I<]
<br />
<br />I<]
<br />
<br />'"1
<br />
<br />,
<br />
<br />1-
<br />
<br />1963 MAGNETIC NORTH DECLINATION
<br />
<br />16
<br />
<br />"?
<br />
<br />~..
<br />
<br />:!:
<br />
<br />.+
<br />
<br />~
<br />
<br />1-
<br />
<br />':.'
<br />
<br />':Y
<br />
<br />S?
<br />
<br />OJ
<br />
<br />'b
<br />
<br />~ ~"- ~ ~ ~ ? ,,^l~ -70,"",
<br />~~ //\\~- :::---/ ~y 14 .--. 15-;:;--1~- -;:::-171 i-.:: - -7000, /l.......... '==
<br />_ ' f'...\.\..... ~.::;;;;;~ ~ CO;Y-J ~:'\ -.......: -
<br />~ ~ ,( -,fl....--[T.' I u....- [L"""'" \;..... N 30:---::
<br />/-::: :.-- 101 ":I ;---.-; e;.r-~ ~.7~-7' ,''LC'a. "--:- 1t::J('--.:. lip Si' / '\ ~.f ~~- ~~ - ~9QoO
<br />__ % ~> ~l_xJ ,/ ~!'~ ~ <<~~ ro9~- {ij).,c OI/r,rr.,18 I I --.JU 1111 1~~42 7 G~,.... ~ -l rs.,~ r:- Ei~ ~~
<br />00 \ r o~ / (~ II L x ---.,,11 f ~ ~J II I ~~ '\:!1 / _ '-M A ~ C:W " , CJ 0 I r ~ 0
<br />10 /" /'P'"'U V 6930 5 0 ~ r r (; __ ..J l ~ r-I 11 0 ......., ~:;'/ /0 , I /
<br />
<br />~-......:::::. ~ f '-, I I :; N I I I -.n.,/69338- r- f ,0 0 01 ~37 5!7r-T P -c -.;: 0";;0 I 81 -~ :\od ~ b~' IJC/J; / oCJ a
<br />~~ -- :- _ = ~ h x [j~Q I (br1n5r I '-W'~ ?f :<CJ Id 1 I x ) 11 x,-ru it ~ iL J:.... .'-T /1 x !z:r'; '- f IE:? ~ CJ 0 0 n-/ fL I r r13jcsC'{J~ 6943~6~ ~j x(~~_
<br />--c,.\ r~~ ---:/ rdl" j/r ~ l, 92950 si I ,u U l ~[rv j 1 ~ f'I ~ I I J ',-1 --/. I I f'10 I I rJT c: L., I I rj ~ r CJ 1 I C::YrD ~-==:::-_- -
<br />
<br />"Z..3 6920 5 /), \\.h )- r~\ 7"<< t =-0,' (~ 1 .. ~ I 0' 1'- . - -" (I ;V " -Jl i ;::Jh I '""" j I 0 -.- x c.:I I-
<br />-~l- x(C;;~/6~2i~\~L I ~:J:\= 9~10": / 9 / "'" ))0 /X6~95 \'~ I [y;~02(f I .' /{ --~1C!e [J 11 ~ 0 ! x I' ~ % Xc'n92~ n' j !/If5{J~)\~ 7 D 00 O;~', 'Y 4~? , 1~~
<br />.~ '---..f..~X 6 Q'\'C-~~~_ I _if C)I! ,/ ( All' n 6932 J --}-. 1.~1 r 6937~ll jJ dJ I ( L r* (' I' ~rj) I 0 ro 0 J~' f-."I
<br />CT,p _"--p \1 v 5 GJhll/ '? ;/':///111, 9282~ ~III I a,~ IJf A69307GR (~'- Q\ ~!~ i j 6~ (0 I I 'Z:: ~ I '\ if-\: 1l7[j 0 I g
<br />~~l 4 xl/ ~... A /: ou' -.r-1J?1 O-O-'~-"'-" c.: j r N<. / 0 ~ Is-, =0 x n...(]-, {'D I (-l ~ XCQ450 " <!
<br />X69~0~~ ~'f{93 5 U /. 9245-'--''1'1 V/ ' ]0-4I/,g, ~ _ ~j I' '9ffUo...,J II I!'~ ~ ::::::".......L x \ L..J.! ! I 1\ 0 LJ 'cvU I j +6940~ I I~' ey- r-f... "1 r ~..k * 01 7:2'
<br />_____~--- > \ v x x " i ~ I U x 693051 C,. 69355 l;i' 0 ,-..../ r~ J<I.J p
<br />
<br />~ 6'9~~2 5 _ / 7 I I ~)~ /: I I, _ ~"o!ii/----;:;;:' j \. 1!693 I 5 r I I J (' 1'"11' 7 .~ '.r' ' -'10,-\ ~,U r 6' 6945 0
<br />~#fl369156x ' 0 &'; J/~ )~_ '~"J ~lJjjni1! J [f/ IF~ II x~:J ': 2: 16;~35 1/, ~j !r=1-~ft]~ 4J I X"'9410, ~4~~GR/\ I J!i. -..liuJ!x!\'0 -o-,--.J x
<br />~ x I f roOJ'V ),1_ ~ 1 ~ -, ,?{ D' ~ ~ ,....:::______ 69312 ( /:.., ~ 693~8x( 'L 7' f?,:;,r"J 0 -I-~':("/>r 6~45~ v []
<br />
<br />1- /1 J l69'17 5-<" ~ ! 069234' '---'l ~ ~~ cs: 0 0 x"..,. I"" ~ n t:::J j -J r' ./'rl.f'\ a ' /') " I [n j( 1/ -----= 69470 / -r
<br />, x69162' /~ 6 22,Q ~ ~ " / x,r' ~ C-ro9'2-0-- ~ ~21 ;~<-- ::-. ~~~l::~~ 7 <: j, ',,- "_~ '- '/ ~"fN -= )~:rt P h Cj 0 0' (( I (~ '.nrc... '~'6944 ~ ~ /.J.;
<br />
<br />I (:...9) x / x,~ 69 I """ // ';7 I () 9'-\ '(1 69245 ~ ./ 0, -r.J l,b M.' ' It71 r- r-, ';- / ~ :k:' ~0 1-'" ,'~ 493~1:~ '1 A. j x I),"'"' ~ /, VI') ~
<br />,I " 691//)/"'" ~,IIp::;J!2~ltG :0' ~~ J~\?\:C:~~,~" .,tt I~ ~td,C0~~~'6~'~':E~lrwl/ 'HI J : En'1\ D[Pn~?c,~ ~C--0
<br />/ \'---_ / Y , W/L69202 j \ (1(1!fir 7~:;"/o J~ ~ ~6926c ~ ~~9370 '~ 930 _~-c.:...~) 15~~fJ/Of jq~!lf/) ./
<br />I (j l I ~ \ \ \ /! J f) 'J \ '-' ~ ---) 3 0 -~~ 1J '1;~ \ ~ ~~ 5 / ( ~ I (ftts /'S '/':,/ .- -::?
<br /><:: ~C:fZ.!Y
<br />yt \ 6916 ~ W/L ,-.2.919 Y 11 /~ _694 x '>:;, --- ;- ~---- ~ ~S10;l. ) v ~ ~ ~ '\ \\ "J /
<br />~~~ ~69144 ~~d- ,n ~0--------69412 ~ ~E)l....~ r;;69~ t! =)~' (~"~, ~ ~~ ~ 96~~~
<br />o 'N\~' 0 \-. J. .".---~ l'.~/! ~ ~ ------4-J \- x ~~ ~..J-./ ~ ~~
<br />~06~ '(~ '0- _-::::::- ~ -= v515 :.-7000 ):10 "ICYI --- III 12 694fl6 "'--~ /k~ 69::~ ~~939'1;~ - \ "7 6970=--~-----=:~~
<br />.:: 6 \ x '"// W~ - ''Al( ~r.7... ~ \ 11;;;:;-/ /:::k-:: ~
<br />~ -;;.---)./ 69370 ij~ 7O~0 -f-: IT 13 -6;--'-- =-- ~.,:, 5 GR...........~ -~.--; 6980:.-- ~
<br />
<br />6'95 x ~~J;.-;/ '\~i9"255 0:1 / /r- 0 ~~~8 14~~~----=~ --J 16 ~~ooo- b -....:::
<br />~ '?, // --r-~OJ~O 69208 ~l4I (/\ 7\5 /68'6-=--- ~ - / ~~~OIO ~,,~
<br />~~ ~ ~ ~[;!jrroJc::s1, (J I 8 J /'/1 -_ ~~o--.........-- \ "'--.......
<br />~~~ ~ I'~) t:J /11/ ~.......----- ~ -
<br />_;g~~~~~~~ ~ -..............~,613~x ~ II :&~!~ \ ~-
<br />\ //~ ~ ~~. "'~~, ::'\\~ ~ 6~\.95x ,~, \
<br />5 1150 I..~ ~~. \! ~'.:: x ~~07 -+
<br />
<br />~ ~/0~~ 117 ~ ~v .~~ ~ !~cij (1-
<br />O//~~/ / ~ ~~ \\\~'I~\
<br />
<br />~ ~~,,\X /( ~~~ ~~~~~
<br />\0 ~'~1'9~\\\J ~~ ~~~~
<br />[] ~~ '-'~ \\,1"1 O\~~~
<br />j\ \\\\\\\,~21 ~ 122 92~\~~,~ &\\0-\3\\(\
<br />1<]/ \ \\MATCH SHEET ~' \. \\1~ ~l ) ~ \\\\7.\ \
<br />
<br />~"j415IO<-{
<br />o
<br />
<br />SHEET
<br />INDEX
<br />
<br />-+
<br />
<br />NOTES
<br />
<br />o
<br />o
<br />o
<br />co
<br />C\J
<br />-
<br />
<br />MAP BASED ON 1" ~ 200 TOPOGRAPH I C
<br />MAPPING PREPARED BY BENCHMARK MAPPING
<br />SERVICES DENVER COLORADO IN AUGUST
<br />1977 MINOR ADDITIONS AND ADJUSTMENTS
<br />MADE BY THE CORPS OF ENGINEERS
<br />
<br />ELEVATIONS BASED ON NATIONAL GEODETIC
<br />VERTICAL DATUM OF 1929
<br />
<br />DUE TO SMALL SCALE OF MAP OR NATURAL
<br />OR MANMADE CHANGES AFFECTING TOPOG.
<br />RAPHY SINCE AUGUST 1977 ACTUAL
<br />LIMITS OF FLOODING MAY VARY FROM
<br />LIMITS SHOWN AREAS OUTSIDE LIMITS
<br />SHOWN MAY BE SUBJECT TO FLOODING
<br />FROM LOCAL RUNOFF
<br />
<br />I<]
<br />
<br />----100 YEAR
<br />-___FLOOD LIMITS
<br />
<br />()--5 0 STREAM DISTANCE IN THOUSANDS
<br />OF FEET ALONG DOLORES RI VER
<br />FROM HIGHWAY 145 BRIDGE
<br />OR FROM MOUTH ALONG LOST
<br />CANYON CREEK
<br />
<br />@ STATE HIGHWAY
<br />
<br />f:::, HORIZONTAL CONTROL
<br />
<br />o VERTICAL CONTROL
<br />317
<br />-, PHOTO CENTER
<br />
<br />X GRID POINT
<br />
<br />0----0 CROSS SECTIONS
<br />
<br />o POWER POLE
<br />
<br />-,- FENCE
<br />
<br />SCALE
<br />
<br />FEET
<br />
<br />200 150 100 50 0
<br />, . ,
<br />
<br />200
<br />.
<br />
<br />400
<br />,
<br />
<br />CONTOUR INTERVAL 2 FEET AND 10 FEET
<br />
<br />~
<br />
<br />DEPARTMENT OF THE ARMY
<br />SACRAMENTO DISTRICT
<br />CORPS OF ENGINEERS
<br />SACRAMENTO CALIFORNIA
<br />
<br />PREPARED FOR
<br />MONTEZUMA COUNTY, COLORADO
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />~OO
<br />
<br />o
<br />o
<br />o
<br />o
<br />IYJ
<br />-
<br />-
<br />
<br />o
<br />o
<br />o
<br />
<br />FLOOD HAZARD INFORMATIO~
<br />DOLORES RIVER
<br />DOLORES, COLORADO
<br />
<br />FLOODED AREAS
<br />
<br />o
<br />
<br />~
<br />J
<br />
<br />N)
<br />-
<br />
<br />I<]
<br />
<br />I<]
<br />
<br />JULY 1978
<br />
|