|
<br />N 557,000 N 556,000 MAT C H SHE E T C-86 N 555,000 N 554,000
<br />
<br />~ ;;g~ ~\I \ ;Jl ~ lIJi""Ei'llf IJ9~/~) ~ ""'\ 4896.~ 4903,8) ,':~ ~~57 ~~~ (\~~~\\~~~'{\ if ~ Ih rl ~;; ~
<br />( 4~ -X,;/i> ~ II 4896'11 \ ~:~I I nn 'A 48is.l~ ~ "" ~~ \\~ /\ \\\ ~\2~7\ 1\\\\\\ 1/ N 554,944
<br />~, 4938,6') 4939.0 _\'''>-=,. /' p49 ~,.J~ m 4~189Z:6~ I ~,.. ,~. . \ 0\1 r--.\ \ \ \ \11' II /~ E 1,234,066
<br />36~43 X '-=.. ~ \,w,) , ~ I/~ 4897.2 X l~ / \ II
<br />I W.L.
<br />. I ~ 4892.5
<br />
<br />~;:-;: ~ ~ / ~ 0 I ~20.,,~';;; ~ en ":\ II 4,9O'l. . ~ ,'t(_0I,2 ~ 0 ~ ~~ ~ \~ \ \\ ,\; r\\\.\ ~ \
<br />. V t.-~ -\ \ ~ -r ~897.911 ' 4899.1 ~ ~ 0 ,~~ ~ ' \ '1. \ ~
<br />
<br />
<br />, tq;i9t>~~ (J ~:~~'~;@I~\\ \' ' ~~ ~i :. '~\ rQ;\ ); J "Q''' ~~'-j~ :) Q~~ ~920~~"0 ~ ~ \ ~~ .~ i\ I' r.
<br />~~>G' O~kJQ:l !0~ ~'xO 4:~ 142 / ~ ~ \~ I .} ~ "" . ./ 4~94.8 t, /yX 4897.3 4897.6 X ~ 0 4:99.0 -\ (0 \ Ix ~ (\ \' \ "'--- ~
<br />~/6. ;;~. o]D ,?"",,141::<:::::: () 49321') i\~T,5' (' ~ X 4892,9 X " Q ~ ~ X 4898,9 4899. \\ \ 'i4824,8 '\" ~~927'~5 \\ 1_ \ ~
<br />~ l>- ~ ~ '140 \ ' X ~ ' 4898,3 ./ \\,. 0 ~ ;;898.5\ ~ ~~ ~ ~ \\ ~ \ x
<br />~~ r'>. ~..~~~",:39 '" %. \ /0'" 9"', c'3 <489'-2 /,1 ~ " ~..iI~~ \~" 6 ~ \~ ~
<br />~ ~l',. J''' 0,(0' ""V' :~ ',1;', U\ \ X 4897.0 r'l \ '\,t1 4899,8.~ "\~ X \~ "
<br />
<br />./ A ( ~)- I ~ 9. ~ X 1 157 4891,2X \\ \ ') 0 ~ '\ \ '\ ~ '\
<br />49 9,0 ,~r;" '/::1/' ~;-J;~.,,:r~(I4,1 ~) 3. ~~\\4891.: '. ,,'\ ~ ~ ?,~~'2~~~4 X 4897.4 \\~~ ~\\~~' 136 '\~ \~\ \~~ \. \
<br />
<br />49101~3_ 'K,', 14 fl~;&I . ,\. 7 J" ~I (") ~ '" ~ n \ 0 _ \\\~ N 553 600\ ~ '\\ \\\\
<br />}4ilr ,~~,,~, ,~ X -...... :\#. I) 0 4:98,7 \ "-.0-1' )r:; ~ J~ E 1,233,612 ,\~3 i\ \. ~ ,~
<br />:! 4910.2 X 14 ,\ :;; /898,3 "'! \ ~'1. ~ '- \ ~ ~ 4897,7 \ ,. . 4899.7 X (,~ 0 ~ :\.\
<br />
<br />~ \ \~" ..~~. ~~~ .~~'''\ ~r' 0 . 'e) ,Tl'4 I \; -::']0 ~f.~ . ~ ',~ ~"i T'
<br />g \ 'j \. \; ~ ""~ ~ I't' :. >>~, \! :,;;;;:,,_ _ ) If ,.MO '/:"': IIJL. ..<" ~'"."." :!. ,~ \
<br />
<br />I ~ --..........."""---..-:-
<br />
<br />- "'-'''''--..:::l). :1\ ~ ~ ~ -\ R ~ "-" ~~ 'j - < '" j 0 1 0 \~ \\\ ~\
<br />w .--::: \~ c; ~.ilL ~\\ ," 0 ~3~ ,42 \ I X4897,O - C'" IJ '?' / ~ ,,\\~ \,
<br />~~ oil]' __ _~ . ~ ~\ \ ~ r;~{,r~ ~ oQ ,232,289X4895,7 \.ilL (, , /~~~ \\\ ~\,,\
<br />~, t>Jj'--....~) 49;> ~ ">..6.0--\ ~ ,'l-: ~ (5?33.~ a.~ 895.4 136!1 \ I ....-f'J 0 36./1 N 553,88 I I \ "\\'\
<br />....... ,de ~5\s=",d"') ...,0 a X 'I r ~ E 1,232861 \
<br />4896.8
<br />~, ~ ~jC k~jO 137 ~ '-'l:~\\.\/ ~ I .. 1/ ~.9<"
<br />14142, . - ~ .j>~"""""~ / 10; 4911,2 ~~ 19"/-0 ~ 6' ~ 893.0 !J ~~ (J / 0
<br />141 140."~ ~&\::..."'''-..:::::, _-/; X ,. 1~3 0.9",:>0 .\ ,\ .~ Jlj);' , , JrvCO'; ';oV, x I
<br />9.990 ~ 49~ ~ #n g ~~~ 0 ~I 4l. )( . . . , / "" -----J./r /"/ '\-
<br />~ ~ ,J}'~ fJ~ \ \" ,1// 4896,2 / '7 \
<br />
<br />w ~.' I
<br />w Mana m ~ Co n 11 ~dJ ~(~~39~i.s-x 1\~ \-::- ~"~~, - X4893.7 I j ~ \ r<'1 f/ E 1,233,272
<br />~ CV'v"~" ~r aJ:...Deb~~e"Co," ~red.PY-!t1eJ/~ ~c .... '))11// ~36.6 ~)'W\ ~'\. --'lt9' . <- . '. \ \ X48j6,7 ~ ~ (:
<br />ILSlA,~oil~ns ation rfce,), nver~Sh: ---;-r 49~9.6/;';~ '(((~ ~'-- '-~''',........~, ~ 6.2 I \..J ~ ~ /A
<br />:I: COlorad~tedA us ~ ~~o.d (/I~;; 'i^~~ J lL )/r.:.9~ ~ ~ '\. \\ "I:~'~ I/" "___
<br />~ ~~P6 4940,9X 1 ~~\ / {49~~~0 X 489T.tJ"0. ~X4895'O ~~ ,( 4911,01)-0"- ..
<br /><0: ~ I fo ~ \ / '/ '. , 18Q~' ~ \ X 4895.6 \~ 0 0 \
<br />> J,/ \1 \ 0 / / ../", ~ _48'0-"1 <"0 . 0 0'l "\ ~ "00.' /
<br />
<br />~ nJ~ // ~\~: V~~.8 8950 I). ..cr~"~ ,<48928; ~\ i\ <4895796" ~ ~ I ( f",,\
<br />Sr ~ h '6' '\\1 ~~~ ': 1 : ~ ~ .~ 0)J!< .'t;11
<br />"I '.-/ ~ ,::;, :,:-;;i~8:7 "6 "\:81 ~5rJl)1i <4891' ~~.,,' .' ~ <}99t' , . ~ 8' K.~~", '4~ ~,~
<br />
<br />~ I N 556,627 N 556,378 N 555,272 \ ~ 49397 (..l 1:1) 4887.8 ~ ( >;-"""",t X
<br />E 1,232,151 E 1,231,965 X4894,8 ~
<br />143 142 ':,/- 141 140 137 ~r 13~ 487~,1 l ~
<br />~ n~'II~~7 ~ ?,~~r.~ ~ T,~~'I~~166 ~ ~~~'~,1~56 ~ ~~~i:98564 ~~ .\ \ ~~ X a ' ,'. ; '< "', )r-~ :---......
<br />\t ~ \.. r=::::::::--" ~ 02.6 49023-"""":
<br />143 142 141 139 137 135 \ ~' ~ X 4898,9
<br />N 557,148 N 557,086 N 556,992 N 556,617 N 555,767 N 554,712 3~. ".i;'~
<br />~4;231,399 EI421,231,378 ~4:,231,500 ~3~,232,077 E 1,231,501 E 1,230,819 'j j'~rl,. ~ ~ X .... +;;
<br />137 135 1'"</1 /4899, of
<br />N 556,988 N 556,924 N 557,048 N 555,667 N 555,769 N 554,831 X4892.7
<br />E 1,230,683 E 1,230,710 E 1,231,355 E 1,231,232 E 1,231,442 E 1,230,651 X 4892,3
<br />'41 \\ I 4BBB"~ i }.ill~ '. ~~,,0
<br />~ ~,~;08,~~4 ~3~,~~25,~g6 494',I~'I'tI ~ X 4~ 'fO.7 X 4891.0 48~0.2 X . P"I ~ ~~/' 0-- ~900 8 +~-t ~ X 4901.1 ~
<br />, \-2>--::>Jl) 4890.6 /4889,0 'f; 1~!~53'469 'X 4898,7 g90JJ:t..
<br />~3~55,612 4942.6X :?'t:( (I,) :0 '/ E ,231,164 X 48 ~' :::~4902.4 ~~v
<br />E 1,231,299........./ ~ '1\ ~ "\\
<br />LEGEND:0 \ \ X 4938.6., ^ ~ :' :: ~ 4892,5 X4890. X 4890.4 "'-~~l ~899,7X ' .
<br />500-YEARFLOODBOUNDARY 4943,6 iK j,. ~ X 90 4888. .: V · 134 P -- ~~ 0
<br />'OO-YEAR FLOOO 80UND... ~I:~h "", 4Bi:~ 46';' . '~_ / :;;;i:~61 '--.8,0 l ".0 ~ 4' ~~~4 &
<br />
<br />FLOODWAY ~~ ~5. r &.rorjJ v 488,"~~ ~ 48~9,O ~ 9<9,9. X 4890,5 48~0.5 y- ~
<br />STREAM STATIONING IN MILES \\'\ Y w
<br />4890 )
<br />~ BASE FLOOD ELEVATIONS (BFE) 4891.3X
<br />
<br />~~kJkJ /9;~O ~~ ; ~'. ~8G ~ X 4891.14889,6 :; ~s:~~~ld ~r.8 ~
<br />,~~~~. ~ r[h;~ ,.~/ \0, 4891,2X "X\.~ ,J in,*4891.2 48:0.9 --U ,
<br />
<br />'~!.I
<br />1 '/;7, 0
<br />~(~ 0
<br />
<br />-
<br />,
<br />I"-
<br />CD
<br />I
<br />U
<br />
<br />o
<br />o
<br />q
<br />V
<br />t<l
<br />
<br />~:
<br />\~
<br />i~
<br />/35 ~ ~
<br />~.
<br />o~!
<br />
<br />t<l
<br />t<l
<br />C\I
<br />
<br />f-
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />~~
<br />'"
<br />
<br />.
<br />
<br />Where both the Floodway and the
<br />100-Year Flood boundaries colnslde,
<br />only the Floodway Boundary Is shown.
<br />Where both the 100-Year and the
<br />SOO-Year Flood Boundaries colnslde,
<br />only the 100-Year Flood Boundary Is
<br />shown.
<br />
<br />+5.8
<br />4894
<br />
<br />);~, LIMIT OF STUDY
<br />~894'5 X
<br />f X 4894.4
<br />~
<br />C-87
<br />
<br />N 553,000
<br />
<br />MATCH
<br />
<br />N 552,000
<br />
<br />SHEET
<br />
<br />C-89
<br />
<br />4090 -
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />NAME ORDER
<br />CATHERINE 2nd
<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 />GNAT 3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />NAME
<br />0-156
<br />4870,74 PS
<br />
<br />ELEVATION
<br />6192.284
<br />4869,860
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br /> LEGEND
<br />6. HORIZ, CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />V2 PHOTO CENTER
<br />+ GRID POINT
<br />I I CROSS SECTION
<br />0 POLE
<br />
<br />-><- FENCE
<br />o TREE
<br />
<br />;. VYJ
<br />'v< BRUSH or SCRUB
<br />
<br />,.. _ I'
<br />I I FOUNDATION or RUINS
<br />...__..J
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />-,-
<br />I
<br />
<br />UN FOUND SECTION CORNER
<br />
<br />- - APPROX. SECTION LINE
<br />
<br />w
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C,F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV, 15,16,8 17, 1982
<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. 80907
<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 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 />
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