<br />3997
<br />
<br />.
<br />
<br />250
<br />
<br />o :~MO~5rPCJ~DTlt: ~~ $; ~jq; /U.....lrr\~ II.J ~ U ~ ~~: ~~ ~)\j;~\~1.rI~
<br />I ~l7a .....0 "'... IJ ,~t.(Il ,~=- ",r1" 5' Q"--',I.I 9'~\" cr-
<br />. 230UC ' -' T ~ r<') 5\,,~ ::J~:V l\j\'too( ~. &J:~ O~I~~ o~}':')' 0
<br />C236x <' x272 ., x ",X;. rx. A ~ X ~XL
<br />240 I T :L ' "I , " \ '...........1 IlI1n L I\'. .]::.': ~ .......... ~ 0
<br />" !? t:) .." I ti' .I Il I ~ ('. ,----I rD." d
<br />o ~ /
<br />: ' : ( 0- 00 · t ~ ' I' [Q<l " oJ-l ~
<br />"," ( ~:~ yJ---Jq-~ ~ ,.- '>350 if:~'~ 0 ~ ~I:I TJOO ~ I
<br />
<br />'x: ~,,~-:"-"~ 26 co f_.... ",x:' ~ ,I..Q.I,h;P~ ~ '
<br />,,~ I 'leG 0 , " '''l?'' --
<br />,/ I J " 0 1- -- L... I ~
<br />/~'" ~-::u.... J I /'0. ,.--J. \ \I ',0 "T"./. -./ ld:
<br />./ .I' ""'O'er". \. \ ...,__.,___ _ __) .. 0 I~ ~~... -- x 92
<br />
<br />--- ~ ~,,': I/:m d3.r- lJ .d[rJ-,(, t; lid Cl ; ~
<br />\' 0 A :: 0 II j .J)~ cifto~ C -:.-:.-:._~" \ [~I~ 00
<br />( 2~8 r P\~li~CE L /1 I~ 1l~, ~~ ~U':JOO :"
<br />~\~ \ J ~ ~~ r :~~:.::~ ~-:.1-!::~ 1"F>>"Oo .i 0 ~ ~ < :
<br />f"':" \,~'- ~ ~ w-,f~~JU'J _~ ~ ,000~~,,-~~:;f . \,
<br />{~ --- ~\\(.:~ D "- OQ)0 ';h-;~~ ~ =7 "'- - :~<f':~ f-
<br />/; 2~, ,~~'l J100 .~ l~~ ~ ~~r3v l\l~ liAJi, ~ i \
<br />~ ( ':( ~ ~V~ '"'- ~ ~Wf l :, ~ ~,d: '('))~;~
<br />~~'---' l/ v '1, PrL 0:, D 1-.' , {IU rr
<br />U ~:l100 ...J:b .:" ~ r" ,-:.- '!i"tJ,~ - , ~V :
<br />~ j . 'rJ.:: '~~ r 'U':Lr o:"'~ d:: ro I
<br />~ [L~"1 1::V-' ~ ~r41 I Ir ,}29; ::r: /
<br />- ~ ~ ',~("'l I .~ . /- -_.' l1,{{Op.J
<br />~ \~.I ~ ,1'1 <::h:t~i~', :: ~ ij" .,' =
<br />C '4~ A VT ~2000 : -r- A',', J
<br />/ 6 1{_6'( (S;\ ,',' I : '(/. ~-, /s--~;:.::._v IG \<
<br />~)'( ;?lit/: r)
<br />" 1
<br />" ,
<br />..."....../ I 1
<br />, I I
<br />00 /1 : '
<br />..,. " I I
<br />... v'" I I I ~
<br />~<>;.'" I I I L- 1
<br />'/ ,'1-
<br />...'/ __ I _oJ J I
<br />... '// I J
<br />1-."/ ( 50' ' "
<br />";.1/ I ~
<br />fit. 5 ~ ,1 /
<br />~ , I... rl:
<br />\ I 1 ... ,
<br />I \ J I /:
<br />I "... I
<br />
<br />~ ,,'"
<br />, \ // \I
<br />," "\
<br />... ,...', .../ 1\
<br />... \ I ... "" t \'H
<br />I I ... _ .. I \.~
<br />I J f-1 ~ - \~ ... ...
<br />I , I X 11
<br />~ ,'''':.a } I 6 7 :~\
<br />~ ~65~~..J:l. ::
<br />" --1-=- I \ I:
<br />l:{/ 'I: l: J )
<br />~~ " "
<br />
<br />
<br />
<br />
<br />"---) \ ~ '-yj=1j
<br />\ : -- - -;-~
<br />6{i '-, \, I ~- -- -Lj~
<br />~,j i " ' :::---<):-)-'7
<br />7 I" --L-/-./-;;1
<br />- /~' ",' " I :J::.2;;l}-:'-
<br />V I 68 , I J , _<;;;_~_~:S
<br />[. I , I L.J-~-_./
<br />74~~~--" /"'f=~=)~:r
<br />,,' ~ 'I I '
<br />~!/; ) v ,
<br />~
<br />
<br />GNMN
<br />12 1/20
<br />~~~ MIL:>
<br />
<br />N
<br />
<br />\~\\\\/\~\~~; I' rIO"-~/"""ILijll "'lK..~\tii~~,,~ ~~
<br />""\ 'J ~ CQ)oo ~ j '-If ~ t;\ ' 1;;1\ '="' ,. ,- '" .....,..... , ~ U- '\ I J JI Q,
<br />5' gO~';)1 ~ - ~:- ~ II ~ / Jr ~...., '0] '\J ,-"
<br />] \ \ ("G' < ~ ~ v . ',- l>I ! j '\ ~~ ~: l ~ ~ f-v : ~ ~o \ : 'T · ~'L,.. ;/ \
<br />~ '!( I \ ~,~ ~ 1i:\S~). 0 0 ~ \ ~ ~)<::1; ~1iA.) J.. "---- ~ or' / '...- . ~'I A 230
<br />
<br />~,,.- (( ,~::-_2'_(-S~~ n /rl).Q~ ,,~~ f~~~ · +~~..~+w l~\~~~O
<br />CP 7 '---., ,', I~r '-... K~~,(f "',nnr1 ~~I ~ ~ n r ~
<br />pW\lk"l / ' ' :9? III /' 7" ] k t; 0 ~
<br />:~_:;:~k'~__- .-~> n~ 11" "- t:\ r"" U ~ ..----~ ( b- 2'50
<br />< li ".// ;z'- ~1~~6 j J ~____-;~~~~-~ r- ~n~
<br />,'\ '/ LL ~ L../ [. ~~~ 0 '-1-..._""
<br />~/-i' ~ /: ( ~~ ( 'v>- ~~ ill. 00 0 .: ~\ v\ ,~
<br />/ i" '- _ . 7"( " "" ~ '....,..- / ~~ ^ --::::;., =
<br />
<br />
<br />". ~, ~ rc:. '\ 'or 0 "'-
<br />'.1. -::;L., ~ .
<br />Z 17.~
<br />~ X ~ ~98
<br />~x # ~ )^" J.~
<br />17. ~~';,I\~- I~~ ,1 ,"" ...;
<br />6 ~~ ~ rv.~.. ~ r-\ ~ 270': I"
<br />
<br />~~ ~~"\l )~h~ ( C-,( '-~ 11"1/
<br />..---- /')h~ ~--::::::-::::: _, ,"; ~ ~WSON~J r ), '6i{
<br />~~ ~ ,'--=: '-'" '\ .Q\ EJ v--~ \ L .'- S\
<br />~ ~ ~ ~~~
<br />~:- ~~\
<br />~{, :; ~ () ~V!~Gr~~ ~'1" \ ~~~ 'f "-\~, I
<br />!r1' ; ~ /: :; /1" \~ ^~[Jt ".11 ~ ~26~::::::-1 \-.~
<br />))
<br />3x4 ~ i (~7~ Cl8S9~~ ~649 L/"\) 1~ ~;(
<br />\2) xr; ~ ~ \ 10 '~~ ~ / \L
<br />~ :, \1'1 ~ \( "'~ ," \\
<br />,: ~ ~ ~ l~ X \,
<br />ri V-
<br />~~~ ~\\J,'
<br />::\ 0: ,)--{ ~ '.:::.. 300
<br />~;~X '
<br />~\\~ !r---!. 300 ~ C;/ lQ/ \\::
<br />]\\~J' ~ ______ '-~ ;J I ""
<br />
<br />
<br />
<br />'l. ~~ \\ 0-,.,'
<br />~~~ \ ~ Vf'\,
<br />~:~ , ~ ~
<br />\\ vi' " '\ ~ "
<br />~, ,;~ '/ '" ~ "
<br />) I : : I ~~" '" ~
<br />III : C/j
<br />(( v :~
<br />
<br />~ fl"J :r~ '\ -- ~ \\\;\~~\ \
<br />-- 'V,-f \~ , 0. J " "
<br />- ~ J-+ f\ ~ '. J/-~)
<br />
<br />/~\1f \\\~' ~ =~ ~:/i ~ ( VJ/ fJ~
<br />~~\~~~~~~\\'. ~ ~1f~ III (//(
<br />
<br />0026'
<br />08 MILS
<br />'j
<br />
<br />1970 MAGNETIC NORTH
<br />
<br />1 2
<br />
<br />o
<br />
<br />~4
<br />
<br />-:;-
<br />
<br />j~O
<br />
<br />gj7
<br />
<br />BASIS OF HORIZONTAL CONTROL, THE COLORADO
<br />STATE PLANE COORDINATE SYSTEM CENTRAL ZONE
<br />LAMBERT CONFORMAL PROJECT THE FOLLO~ING
<br />(USC ~ GS AND/OR USGS) TRIANGULATION STATIONS
<br />IJERE USED'
<br />
<br />BANDT
<br />
<br />2nd ORDER
<br />
<br />x = 2,332,482 64
<br />Y = 436,77067
<br />
<br />2
<br />2~
<br />
<br />CALHAN
<br />
<br />2nd ORDER
<br />
<br />x = 2,336,294 87
<br />Y = 427,86066
<br />
<br />)
<br />
<br />STATION CALHAN IS SIP CAT SEA LEVEL ST A TION
<br />BANDT IS ADJUSTED TO MEAN TERRAIN THE
<br />ADJUSTMENT FACTORS USED TO MODIFY STATION
<br />BANDT ARE]
<br />SCALE = 39000' 52 0' - 9999371
<br />SEA LEVEL = 6876 5 - 9996709
<br />COMBINED FACTOR = 9996080
<br />RECIPRICAL FACTOR = 10003920
<br />
<br />"
<br />
<br />~.
<br />~"4t53
<br />
<br />BASIS OF VERTICAL CONTROL'
<br />USC ~ GS SEA LEVEL DATUM ORIGINA TING AT
<br />(USC ~ GS AND/OR USGS) BENCH MARKS
<br />L-24 ~ 19JH 1988 ADJUSTMENT BEING
<br />6553 763 ~ 6597 957
<br />
<br />/
<br />
<br />.~
<br />"
<br />...';.1
<br />"
<br />"
<br />"
<br />"
<br />'-
<br />,-
<br />--
<br />-,
<br />"
<br />
<br />/
<br />
<br />TOPOGRAPHY ON THIS MAP COMPLIES IJITH NATIONAL
<br />MAP ACCURACY STANDARDS
<br />COMPILATION BY PHOTOGRAMMECTRIC METHODS FROM
<br />6' C F L VERTICAL AERIAL PHOTOGRAPHY FLO~N
<br />MARCH 4, 1993
<br />
<br />!
<br />
<br />BENCHMARK MAPPING SERVICES, INC
<br />19859 EAST ELDORADO DRIVE
<br />AURORA, COLORADO 80013
<br />303-680-9718
<br />
<br />/
<br />
<br />)
<br />
<br />)
<br />
<br />-~
<br />
<br />I~
<br />~
<br />II( \2)
<br />I )\
<br />
<br />LEGEND
<br />
<br />-4-
<br />
<br />HORIZONTAL &. VERTICAL CONTROL
<br />
<br />-- -- --- - - - - -' ROAD UNPAVED
<br />- - - - - DITCH ~ LAKE
<br />
<br />J
<br />
<br />,
<br />I'
<br />"
<br />,]
<br />I'
<br />~
<br />>l:-'~
<br />~ I,
<br />I \ ':1
<br />
<br />! r'---
<br />
<br />p
<br />
<br />'-
<br />
<br />x X X FENCE
<br />I I I RAILROAD
<br />u u u u "\ GUARDRAIL
<br />.. PO~ER POLE
<br />0-0 LIGHT
<br />4- LIGHT
<br />4 FIRE HYDRANT
<br />. MANHOLE
<br />c::::=~ CULVERT
<br />cJA8 MAIL BOX
<br />v ANCHOR
<br />~ SIGN
<br />
<br />....r-
<br />
<br />CP 11
<br />8
<br />, j ,
<br />_ 320
<br />
<br />((
<br />(
<br />
<br />~.
<br />
<br />--
<br />
<br />I
<br />
<br />~
<br />
<br />.~~ II
<br />H ~ '-.~
<br />~
<br />
<br />~
<br />
<br />o
<br />
<br />200
<br />
<br />400
<br />
<br />600
<br />
<br />CROSS 5EC1l0N COOROINA lE5
<br />
<br />160 160
<br />N 438,873 7 N 439,1543
<br />E 2,339,888 2 E 2,J.40,041 4
<br />150 150
<br />N 438,8191 N 438 775 1
<br />E 2,339,934 9 E 2,340,137 1
<br />140 140
<br />N 438,483 3 N 438,287 9
<br />E 2,339,842 4 E 2,340,055 6
<br />130 130
<br />N 437,9543 N 438.048 8
<br />E 2,339,838 1 E 2,340,204 6
<br />120 120
<br />N 437,610 0 N 437,6272
<br />E 2,340,013 3 E 2 J.4O 326 5
<br />110 110
<br />N 437,2452 N 437,465 0
<br />E 2,J.40,148 3 E 2,340,366 1
<br />100 100
<br />N 437,051 6 N 436,870 3
<br />E 2,340,067 0 E 2,340,7270
<br />
<br />SCALE IN FEET
<br />CONTOUR INTERVAL = 2'
<br />
<br />190
<br />N 439,542 8
<br />E 2,339,981 1
<br />180
<br />N 439,4870
<br />E 2,339,980 1
<br />170
<br />N 439,349 1
<br />E 2,339,9153
<br />
<br />190
<br />N 439,539 5
<br />E 2,340,160 8
<br />180
<br />N 439,483 7
<br />E 2,340,1615
<br />170
<br />N 439,261 4
<br />E 2,340,045 3
<br />
<br />2300 2300
<br />N 438,7743 N 438,827 8
<br />E 2,340,244 7 E 2,340,246 6
<br />2200 2200
<br />N 438,7408 N 438,863 0
<br />E 2,340,627 6 E 2,340,638 1
<br />2100 2100
<br />N 438,579 3 N 438,7031
<br />E 2,340,910 7 E 2,J.40,908 9
<br />2000 2000
<br />N 438,151 7 N 438,336 5
<br />E 2,341,008.7 E 2,341,231 2
<br />
<br />TO'w'N
<br />FLOOD
<br />
<br />OF CALHAN
<br />PLAIN STUDY
<br />
<br />PREPARED fOR
<br />TOYN Of CALHA~ COLORADO
<br />
<br />IN COOPERATION YITH
<br />COLORADO YATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />- ~ - - ~-
<br />
<br />JULY 1993
<br />
|