|
<br />.'- "'~~ ~~ ~ ~o.Q_\.) ~I. II~/!, ,\
<br />\ -X _369.B , ~ I ,
<br />
<br />~ -i\ f\!!:' \~
<br />~ D X 536Bf '/ i i " 537~ ~
<br />r\.~Jr~ 53~92 Ii ,; J
<br />. 1~368 536"' ~.. " I Ii' ~'I rj, (Jul O? n~~~~~o
<br />, !;p'1J-[... II I illl'rr~" - ))/fJ/iw/ ~".d'
<br />) LJ.",/~4? ~ x 5368.8 / II 377.9 , 5382 P 00 ~ ~(I. ",(\0
<br />~. I 11 /V~ ~\\O 0(('\ 0\ r S6~
<br />~ II X" ~ 0 <,,-\00 ~~ ~
<br />5372 , -,v ,>7J.~0 0 ~ 00 9" 00'
<br />Y ) SHEET FLOW AREA :. I J ' . ~ ~,\(\ J..... ~ ~O\?J' -0? ~O\?J'
<br />/1/ f ~~ AVERAGE D PTH 1 FOOT II ~~ c,o ~c:; .(;0 -{,,'(\0 (;0 ~
<br />J 'f...!., X5367.5 x r ',/ v \0\ *-C,o M <(>'\ ~0\' """
<br />/, /5366 =5,'0 I 53;O'21( U t7~ T~. j 6, 1'1' + '~" ~~*;?~.;O"" 0 43~~' ~
<br />I + I / '-'( II I LV '11 t; G~7J.""00 433.1 ..
<br />1\\\\ /VV II I PG J 0 ~ /~.:::c ~
<br />~~ ~36 / iZ ~ " II /'1; n.~~'~,72~6 rf.~~~.~~5 ng':,~T4 ~5;'~~~,~io ~ :
<br />b:~ /370.2 " ~ 463 ~~v ~l:iio. 5415.4 ~
<br />
<br />455 456 7 457 459 6 I ~ :.;)~ 0 5423 X 1-
<br />?2:1 ~ N 625,838 N 625, 67 N 625,739 N 624, 13 :i' 'l/A) ~24~6x ~ Xi G
<br />I f \~ ~ \ E 1,376,068 E 1,376,076 E 1,376,032 E 1,375,964 ll' F/?) V:Jj~
<br />
<br />
<br />5:,\.6: 15362 X5363.2 ~C- -- "1 Iv ,I ';;; ~ \~ ~n~~;~~~2 :5~25,671 ~5b,072 /5':"'6 -" ~~~54 D ,,~ ;
<br />~ ~\I>\ (/"' c~ 5373.2 /1 ~/: ) ,d:~ ~\\\ ~4~26,619 EI,375,481 EI,375,362 'jJt: :':r;~': ~ ~
<br />
<br />\ I
<br />\ ~ \ I ~ ~",'" ~'-~_~"
<br />~ ~ ~ '" \ JrJ :' fjr/~' 0 :4~~~~~9 46~~ _~4~61"", 4~~ #r!r ~ 1)1/ (WI ..)
<br />
<br />CD
<br />Ii')
<br />I 5407.5 !}
<br />~ . 5359. l\~ (5376,5 W · \ ~ b. ~5h~~~9~6 ~ ..."", 'X , '(
<br />A( ~ X .: I~!(, 'I"~~ ,1!t1P 454 459 ~~ -' ':r! ~'If '/. ~~-0' '
<br />~W "\ ~)(~) ~fi \ ' lirA ~f.~~'~~;O cr: ::/~~f~O) 1(~6\~
<br />W. ~ \ ,4 ~() I ~Ag KJI , v ~*45456 _.0 ~~') r ~J /~~
<br />~ ~ ~~t A/If/fA ~I)J \~ · 456 ~, \..'I'~~\ / ~!!Jfi~rr
<br />~~ ~~ I(~J/i~~ /(~~" 0?~;'53jB'6f'~~~~ ~~~~~.\'
<br />~~~ ~ ~7~e-X~"\)I\n~mD X 5~ X5411.1 ~~ )70r :~5 <~ 45; ~ lA~~: 1/;1)~'~' .~~$;:/l%11 +5542'yl/
<br />;t. ~:::;.:: 't~J;;::t--448\\- --J~\-i7~ ~# );>~ 4~J ;=-1~5393'3 ;:\ ~~8.~ ~'((~I 45 \
<br />\:( ~ d\ \!"" ~ 1) 454 ~~\'~ ~ ~\ if~ 0"1. ')/"/ 1'0
<br />~r~ -xV ,\ ~o/// ='i~.~ X in ,,'=" ll~ 'A -I' '0<:>'\,.'0 : I x V 5541.3
<br />~.8' ~ '~4"" '1!' " ~.:: l:] ;. ~ ,:" -'1S: -' ~ fP \:;..-;;~"~ ~ \
<br />· :ii.:~g9~ )!.l ~ ~ ~ '" \ ~ 5363)~ ' '-- ~ .? ,,>:::{' ( R,"w", 1/ L
<br />
<br />Y'-~ :8,2. (]) 454 ~ ~ ~ 0 ~ ~~ . 0
<br />( /) J~~ r, ~ '0 'I~ 5~97~~~0 .. ,-,// ) __~o.O ,//,,g -I' 1\ /Iii\!
<br />1;, I!f~'~ ~ ,~ ,,~ff.' 386.7 '?JO ~ ~ / / II \
<br />r:;;;--,~ ~l',~~ H ~ ~ ~ ~56 J~ ~~;.~ ~ (\ ~ 1'-- \\'\ A
<br />,,~'~\' ~\, ~\ 5k'1~~~ki~~~6y5:25'71~:::n ~ \V" '-j/ ~ \~~~ ~ "--_
<br />
<br />N 627,000
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C -34
<br />
<br />N 626,000
<br />
<br />N 625,000
<br />
<br />N 624,000
<br />
<br />~
<br />
<br />+
<br />
<br />+
<br />
<br />MATCH SHEET C-38
<br />
<br />.
<br />
<br />5358
<br />~
<br />
<br />460
<br />N 624,784
<br />E 1,376,946
<br />
<br />460
<br />N 624,503
<br />E 1,376,828
<br />
<br />460
<br />N 624,192
<br />E 1,376,475
<br />
<br />o
<br />
<br /><::,0
<br /><0<0
<br />
<br />N 623,000
<br />
<br />--4:z
<br />
<br />'----'
<br />
<br />+
<br />
<br />LEGEND:
<br />
<br />~-YEARFLOODBOUNDARY
<br />
<br />100-YEAR FLOOD BOUNDARY
<br />
<br />FLOODWAY
<br />
<br />STREAM STATIONING IN MILES
<br />
<br />BASE FLOOD ELEVATIONS (BFE)
<br />
<br />NOTE:
<br />
<br />Where both the Floodway and the
<br />100-Year Flood boundaries colnslde,
<br />only the Floodwsy Boundary Is shown.
<br />Where both the 100-Year and the
<br />500-Year FI~Od Boundaries colnslde,
<br />only the 1lIlIfYaar Flood Boundary la
<br />shown, I
<br />
<br />461 462 463
<br />N 624,766 N 624,569 N 624,111
<br />E 1,376,989 E 1,377,149 E 1,377,618
<br />461 462 463
<br />N 624,503 N 624,327 N 623,731
<br />E 1,376,888 E 1,376,854 E 1,377,120
<br />461 462
<br />N 624,' 38 N 624,121
<br />E 1,376,747 c: 1,376,783
<br />
<br />451
<br />N 626.312
<br />E 1,376,007
<br />
<br />452
<br />N 626,255
<br />E 1,376,003
<br />
<br />453
<br />N 626,188
<br />E 1,375,974
<br />
<br />451
<br />N 626,316
<br />E 1,375,337
<br />
<br />452
<br />N 626,260
<br />E 1,375,358
<br />
<br />453
<br />N 626,194
<br />E 1,375,357
<br />
<br />?
<br />I
<br />
<br />~'0
<br /><0<0
<br />
<br />) ~
<br />I
<br />:\
<br />I
<br />
<br />I
<br />
<br />TP
<br />(
<br />\
<br />
<br />x
<br />,/
<br />
<br />o
<br />
<br />pr
<br />
<br />,~~
<br />
<br />-----
<br />
<br />'--'l~
<br />
<br />C-36
<br />
<br />4075
<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
<br />CATHERINE
<br />
<br />ORDER.
<br />2nd
<br />
<br />COORDINATES
<br />X= ',516,508.42
<br />Y= 581,255,78
<br />x= 1,231,566,60
<br />Y= 523,643.10
<br />
<br />a
<br />a
<br />a
<br />
<br />(])
<br />,....
<br />Ii')
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />lJ.J
<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 />4870,74 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192,284
<br />4869.860
<br />
<br /> LEGEND
<br /> 6. HORIZ. CONTROL
<br /> 0 VERTICAL CONTROL
<br /> X BENCHMARK
<br /> ~2 PHOTO CENTER
<br />a
<br />a +
<br />a
<br />CD GRID POINT
<br />,....
<br />Ii')
<br />-
<br />lJ.J I CROSS SECTION
<br /> 0 POLE
<br /> -"'- FENCE
<br /> 0 TREE
<br /> W BRUSH or SCRUB
<br /> .-_I1
<br /> I 1 FOUNDATION or RUINS
<br /> L..__..J
<br /> - SECTION LI N E
<br /> + FOU N D SECTION CORNER
<br /> I UNFOUND SECTION CORNER
<br />a -1-
<br />a
<br />a
<br />,.... -- APPROX, SECTION LINE
<br />,....
<br />Ii')
<br />.:
<br />lJ.J
<br />
<br />COMPILATION BY PHOTOGRAMMETRlc METHODS
<br />FROM 6" C,F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 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 />a
<br />a
<br />a
<br />lD
<br />,....
<br />Ii')
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAI N STU DY
<br />
<br />lJ.J
<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 />DECEM8ER, 1982
<br />
|