|
<br />E 1,424,000
<br />
<br />MA TCH SHEET C-16-1 E 1,425,000
<br />
<br />E 1,426,000
<br />
<br />E 1,427,000
<br />
<br />E I ,428,000
<br />
<br />E 1,429,000
<br />
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<br />I ft! ~h /'" 5561Y /' ',/ _\,l "\~J 643
<br />V (G '\ ~ N 640,238 NOTE: Flood Delineation Would
<br />-- 1/ I( 644' /. ,--,' ~ E 1,425,556
<br />, r ' -' ;6 4 3 ExIst If W.II Should F.n.
<br />1'1 <:;<:;6 __'~ /(J 0 _0" ~ ~42 9,499 ~4~39,455
<br />E 1,426,145 640
<br />";j II J) 0 N 639,366
<br />ff, U ~43 \!~J/' 1 \ ~ ~V/ s. ~ S E 1,426,140
<br />,!j) W~ -----., ~/ /' X554U8 2. ~ '\) 0 ~ ~~s. <90 ~0~39,966 ~3~ 3 9,262
<br />5590 " ;JJJ//j' /, X5555,o.;;;", 7' 5 \ 1 '~". '; ~ 0 E I 426 155
<br />G ru~ ~ /,' L '-I -} c;:?' " E 1,'126,130
<br /><> c:!:J
<br />N 639,648 0 '/1 / , I X . \? ~'" ~ ~ ",6_ S?>-....
<br />E 1,424,23 ,":>,":>'0 r /t( ( ~) ./' <=;:] 9~ c:? . ---, ~~ ~ .63 NEW CASTLE
<br />'~"'<''":>~~{2\'' \ X5549.9~ ',~ c:J~\ 0 ~ ~ ~ ~~O < 0 ~
<br />A~~i). /JI/; ~ :/ .~ ~~tJI~ ~\t\~'%~ '\-, ~~~ · "'~. "'~}~"""
<br />,:~~~~ ~~556,2 /;J~~ ~~~~ ~ 5j~goO/- uq V '- ~U,. ~'!J1S!~~;~:Q[ "- ~ ~ ~
<br />r I \ /' ~-:. J ===;5550~-':l. =-- ~ -J ~ fi5ffo~~,fI.. 0 )~ II. (~ L""-"\.I\ >h ~::-> ~ W
<br />.11\\(.../1 \ ~ 47 ~ ~UJJ'J!:!J f-I n Oc::::: 0 ~~ 0 1L..:~;ff:.,r;;j ~ Q::~ -----..1 -J- -v-H-. 708
<br />,::~ Ji[( ~~~~~~"5O::40~~ r' ,. ~b ~ [JUJ ;/ ~,,--,--= r!-~15:!f54:ri ">- ;;:- L!:!/t~ 0~t~ '>". N 639,708
<br />lfiii '\ 05558.4~ H \ ~ -Br;) ~~5 fvrl!JJ~rj)~'" ~L:--' _ l.2. L ~'0~~ ~~ -+ E 1,426,220
<br />~56 ~\- \ 2~/~ \~ --=- ~/i. "'-' .O--:-~; !I~''L/ ?tQ!~1 "J /),~' '<- '11- ;::,:- ~ ~
<br />-is?, ~ 641~(y"/ t ~ + 639/'; ~~ ~ ---;:::::'+E52~:,- 'cNJ,<D I ~1" ~ ~~ ..,.." '-II, ~~~ 706
<br />Secf J3P .#'~'-7 64 li 5537.1 ,,/ ,~ t:/' ~ .;. ---. 0" -:~ \J 7 ~ =- r:5. ~ J').C ,~ ~ '<31- ::- ~~}j:;;;::.56.j N 639,216
<br />
<br />'5546.,= ~\1l ~7tf _,.;i~ ~ /I'-m ,.' 64g ^ X 5~5J I !t~-fc;;, ~ ( ~ fJ ~.:j_ ~:"i"' ~O ~l :90. ~ ~.::;," ~ ~--- rzr'tJ
<br />Ul~? -~c- r--Quna ~~ -'>-' 566 J'L6Ji II 07---;;;;' '11 U l ," ,lu ''';;--- ~~
<br />co:5~\J~~-1 630 ~ 5 :;- ,;;Bl ~~-a~Z~~' X5~J~6~~O iiI~ aO !:Jt!\~~, i.~ ~-.~-< d ~
<br />-; - -- ~~~ 11 ~-) \-........... ~ ~,~~~I f<Lh~ x~~-f~1 :J fr,,.t1--Z 11'- ~ ~J701 ~J+ ~
<br />~ ~ ~ '\ .~"'- ~5498 I ,-.: --:::J,~~U1(RJ{:J I'?- ~'4 ~ dJ_~'# IlJy I--;Vr;; ,~Jh~~' -~~ 'J~\f:!F;;~'s6
<br />~ H ~ r-l. l_.J X ~~ ',- D ~ '""d-! ~~rR ~~"\ ':( It_ I >:::o-l ~-J'~ """'-f:-{ <;70
<br />"6'37 ~ 5531.3 X ' '-W 5533'1\ 0 'J.-:::=,::;:" NVtR JTi tt~ ~ ~ '1"1'-, ~ ~~ _::>!-",-"--,, "-
<br />~ r- 636 fi" ~ 98 l I ~5X~5?J3.40:b ___ \0, ~--"_-----~~~-==0~8, RI '"'~ ~ ~ 0 ~-'~~ .---r---, ~~~~~~; ~ N ~, '- ~:;J_ ~ ,,~
<br />~ \ ~ - x 530"" I:J ~ ~& ~ '/1 ~ 555 r ~ ~ - ~ >-'-\. 'L \ _ '----.. \ :tr-::... "1-< "" ~--.:;;: _
<br />--' ~3~~ X =-- -=::. I 964~, "-,, ~060" '-O~ J() Jj X555T';-~ ~ = Wts,rtRN ~~. 7v;~,{:t-- ~ ~ :'"Ii '>-I-h ) itEj "'t ~ ~ /
<br />~6 "- ':1' -----"p ~ ~ ~ \: (,~h f-{ 0 ~'=-~..... /1
<br />('l X "'''~U.:;/63 .k. X55525_:__~ l~RR ~ . .., 't:J1f "'- ~50~-":.'I. ~ ~o
<br />641 \ '- 43:20---\ 70 .~ ~ ~ ~~ -.J ~ -"- ~" /
<br />N 639,168 -::. \ , - I'~ -63 ..J . - '-,/ '- I-- _:::S: ~ ~- -- - \ J- -x==; . Founa 0
<br />
<br />640 'l:I' I ~~ )1 G ,16.c ~ ~-o; 550 ~ ~ Iv.+;, >/i?:>
<br />N 639.175 CO) 05 ..._'~ .. -==::::J ~ '----- ~'C1 ~ "1\' '-' . X =--- r--~ =;><'-.,1. :::--: ()if I iJF=h r-::~,_____~ .'r'-B\\\
<br />E 1,424,687 It) ()}+ 5.0 ' , ___~ \ -"I" '" /Jl/ ~ ,--=- ===----=--. IG6f~1 ~/ ....-Jl-.frJI Jj ~~ I~ 1Y: .
<br />636 It) 'f !~ ~~ 76~1stt-l/o ~~ -'-1- ~_1^'\-r~ 11~-- x/5601'5
<br />N638,955 ~- =--., f~ +55.1 55.2J ~~---,..,. J- ~~~;::s',,, o'JJJ'')II~~~r--, ~~i- ~ ~~r
<br />E 1,424,742 If .~ ':g - COLORADO +55.3/1 ~ ""--'" 55 >< o-::~O~ /1' L...,JI ~~
<br />637 ~ ----- " , :-... CO 55.4+ 5~.w,c, ~-:- ~ 46,4 ~~'-:::'~( ''''~ t; ~;;;;..- ~6'.s&~
<br />~ ~,~~:,~~O "r~ ~~Ub~lion ~ ~~ ' '~=-!6 . . , , , .9 :J~o + f~R 1[/ ER 7:'r~--- ~~,,~_____..~; ~/~ ~ ~ f\\\~ ~o
<br />636 y~ ~ ~~5g:~g-;;= ~ ,.L :-T--=- ' , ~ "" ==---, 'iX ~ f') ~ ~~~ ~'~""-----..---.:'---~ ~~";;; '\ ~ I. '11\m .~~~ ~
<br />N 636,762 f632~ ~~570:::::----- ~ '_-'5 " ---.-/ ",-.r' -' '.",? 55.6"~ ~ tr~/' ~~ ks" ~c
<br />E 1,424,576 .7'-~5560 ::::--..:~ J J --;::-~ ./'-'- ~ ~--;...r , '_ ...,. f ~ ~~ ',.,11~f\j'.Or S\' I)S~:9:;s".")\ \,
<br />635 --632 __ ~ ~30~ ~Loxadf'):I7.,.,.r r/- ~.'-::~ -~ ~~~ J~" 5 ~~"'- ~-1,3J1 w~ ~~
<br />~~,346i~~~63 ~t~~'J~l69 ---___ ~b..:- ~ .J'7\"L/-" 0 0 c- f~-:~~~ _f00l <<,~ '( ~
<br />634 _ / -- ~~~-~ X ..---....../:- "-::;::::::-~ = . $$ !~ ~
<br />N636,613 ------r- ---_ ~3~39'1301~~---"""'~5 :.::-:'-----=--,~ '5539'3iB~~5540~ ~~~ ~i'.,,~~~ .;> \~~
<br />E 1,424,597 : 639 __ E 1,426,12g?06 ~55;O~_:-- ' I bl~ 1- ~~~ rtfp', ~~ ~
<br />~ ~,~92;~;4 639 - -- _ 5588 '^ X ~ -<!lIlIoo..... )(\"-~~.l 7J\\ \ ;rtf;'>J ~ ~ "~ ~ '-- '-:::: \~'
<br />633 ~~,~9i~~~06 ------- ~".;-:-~ ~'\.. ~''\\X\5545,2 r? ~~J~ ~~~" ~ ~~ ~11 ~/-W~
<br />~ ~,~~';,~~3 633 -+ 706 ---- -~- C4sr ~ ;~-~~--- ~~~~ ~~5:;;5 ::::: ~~_ -~/ !/s; ~
<br />~ ~,~~5~~~9 636 N 638,996 -- __l.~ N 636,27 ~~ ~~~~ c- I ----: :-- ~~~,,/ 'te
<br />N 636,969 E 1,426,126 -- C E 1,427,210 ~ -. ~~~~ ~ 545.7X ~ ~" "'~ ,_
<br />E 1,426,060 -- I r y ~-.....~ :...... --.:. I-.. "" '1 _
<br />- __ ~~555 '-~" _\ :-... 3::::..~ "- ~ ' :,~
<br />~3~36,909 ~0~36,254 - -!:!.-.Mlrs ~5560~ '- ~ - )\" ~ ~~ ~\..rt ~ ~~'\
<br />26092 E 1,426,265 --L - __ .::: >< ~ --............ ~~ '\ "'''\.('~ 1'~.~,~ ~ ~~
<br />E 1,4 , ;- __ __ 5570-:~~~~,,-:-- // 41 ~ ~o ~, ~
<br />634 -____ 580~~ '<~:--- L ' )~,'""' '~
<br />NE 61,~~66,~222 LEGEND: - -- _ 70 ~~"', ~-=sl, \, -~ \. itA ~
<br />-- '''-'' ~'l::/~ ~ ~,u (,)
<br />- SOO-YEAR FLOOD BOUNDARY -+- -- __ __ "'" ~~ ~ :..~... ~ ~ '~' '09 1_
<br />---.::,; '<~ -"r r ~ '\~ X lJJ
<br />1DO-YEAR FLOOD BOUNDARY 706 ~ ~ ~ ~ lJJ
<br />N 638,152 '< ~~ ~ .~ Bi
<br />-. FLOODWAY E 1,428,103 ~Q:, K -1'1--, ~ '
<br />~~~~ -'~, I
<br />STREAM STATIONING IN NILES ~~ ____________ ""'~ ~
<br />
<br />BASE flOOD ElEVAT'ON'""" . ~~ .~ ; '.l.D ;
<br />
<br />~O~'B.460J ~~"' \ ~
<br />709 E 1,429,075 ~~~~~ ~ ~
<br />
<br />N 638,082 57El ~
<br />E 1,426,961
<br />~ ,'~
<br />55's5~" ~~
<br />~
<br />
<br />644
<br />N 640,136
<br />E 1,424,667
<br />
<br />NOTE: For contlnu.t1on of flood pl.lns on
<br />Elk Creek consult the Flood PI.ln M.nagement
<br />Study "Colorado River And TrlbuUlrl.s"
<br />Prep.red By The U.S.D.A. Soli Conserv.tlon
<br />Service, Denver, Color. do, Dated July 1l186.
<br />
<br />-+-
<br />
<br />643
<br />N 639,671
<br />E 1,424,597
<br />
<br />642
<br />N 639,545
<br />E 1,424,474
<br />
<br />707
<br />N 639,821
<br />E 1,427,004
<br />
<br />J
<br />
<br />N
<br />
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<br />
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<br />39f:23
<br />3130'
<br />I
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<br />5534
<br />~
<br />
<br />~~I
<br />3
<br />
<br />NOTE:
<br />
<br />-+
<br />
<br />Where both the Floodway and the
<br />1DO-Year Flood boundaries colnslde,
<br />only the Floodw.y Boundary Is shown.
<br />Where both the 1DO-Year and the
<br />SDO-Year Flood Boundaries coinslde,
<br />only the 1 DO-Year Flood Boundary Is
<br />shown.
<br />
<br />-+
<br />
<br />31
<br />3";"
<br />
<br />-+-
<br />
<br />3],32
<br />
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<br />
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<br />31'02
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<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLO:'1ADO STATE PLANE COORDINATE
<br />SYSTlM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING {USC 8 GS
<br />AND/OR USGS} TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />-
<br />~
<br /><D
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES
<br />X = 1,516,50B.42
<br />Y= 561,255,7B
<br />
<br />X= 1,231,566.60
<br />Y = 523,643.10
<br />
<br />z
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />D-156
<br />4670,74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4669,660
<br />
<br /> LEGEND
<br /> 6. HORIZ, CONTROL
<br /> 0 VERTICAL CONTROL
<br />0 X BENCHMARK
<br />0
<br />0 V2 PHOTO CENTER
<br />6
<br />~
<br /><D +
<br />z
<br /> GRID POINT
<br /> I I CROSS SECTION
<br /> 0 POLE
<br /> -)(- FENCE
<br /> 0 TREE
<br /> G BRUSH or SCRUB
<br /> r-- - I'
<br /> I I FOUNDATION or RUINS
<br /> ~__.J
<br /> - SECTION LI NE
<br /> + FOU N D SECTION CORNER
<br />0 -'-
<br />8, UNFOUND SECTION CORNER
<br />()) I
<br />'"
<br /><D APPROX. SECTION
<br /> -- LINE
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,8 17, 1962
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC,
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 60907
<br />303 - 593-0093
<br />
<br />SCALE IN FEET
<br />200 0 0 200 400
<br />I ' I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAIN STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />DECEMBER, 1982
<br />
|