|
<br />\\
<br />
<br />473 473 '" 1\
<br />N 631,943 N 631,346 ri'1
<br />E 1,378,870 E 1,378,917 ~ If'-I~
<br />
<br />
<br />Y\ t41n ~~\J" .~
<br />5~~~ ~. 0J' $1
<br />~ '\';:::
<br />'"
<br />~
<br />
<br />------:::::a:. z
<br />
<br />'---------'
<br />
<br />473
<br />N 629,876
<br />E ',379,143
<br />
<br />472
<br />N 631,756
<br />E 1,377,474
<br />
<br />21474
<br />
<br />LEGEND:
<br />
<br />53 5 -,' ~
<br />X - ---)
<br />
<br />
<br />.~ ~;
<br />~
<br />
<br />N 632,000
<br />
<br />N 631,000
<br />
<br />N 630,000
<br />
<br />MATCH SHEET
<br />
<br />C - 33
<br />
<br />I
<br />
<br />~,~
<br />~ ~ .II
<br />~~~~~
<br />~,~ '~:
<br />p
<br />?~~~r
<br />4 1t~
<br />55'
<br />
<br />\J
<br />
<br />YT5~i~ 537.J \ \ \J.'f5V~ '5369.'
<br />'~~~ to/) CC-51 ~
<br />\ :+-~~ ,
<br />\0 +44.8 x ~
<br />~JV U ~-^-"-~
<br />. -[ ()5~0.7 r--... . "" 5"0~ ..
<br />
<br />\ i \) & I ---)1 f\\O~~ ~",. -2"
<br />. C ) f. ~ / h 0;:;1 ~ 70.9
<br />-. co 3 ~ 1/ 'If;:1.' -
<br />/;/7 \ T \ . 'f I - N ":
<br />):~~ : 1- -1-44.7 }/537t.2 ~ ;"0'
<br />ll~ r ~ ~ I 5369.1 \\ ~ ~ ~
<br />~5-~ l\ I : ~ \
<br />x f' ,~. ~6~ ~)367.
<br />II W,dci\ \Ii (),' ~'\\"'D ~ 9.'
<br />)\( R3\~ (h ~
<br />11 ~ I\\~':~~ \ \. 1 :~ 0
<br />:JO' ):~O ~~'\ \'}.~4/6 \\ ~
<br />\ll~ 1\ ~~~ a .6\~6'vo 'VI .: ~ f""\ \1
<br />,~\ ~\, ~ ~ ~ !~~ 1 )/J
<br />\\ "i"1I ~~~ " ~ ill:;,
<br />f=;p 4! :"0 -*- ~ .~ _I' i\1 \.-r ."
<br />0>l25(~ ~ ~~41I- z:;- ~ > ---.
<br />'\ \ ~ I 541t3 \\ ~~.
<br />\ 01", \ 0\.\ "'~ ~ l(
<br />
<br />;~o 0, C'o<o~<? ~'6'~ 536':', .
<br />5\~. 5 00 ~'r
<br />
<br />41 . ::::0::: ~N. "A
<br />1 \~" '~
<br />",~\~l~l9.o ~~~*;~
<br />~ )~l1~ l~~~,~~
<br />c \\\ ~09
<br />\\ ~ ~ 5413.2
<br />~ ~ ~\ ~,~ ~~, )
<br />\\ ~13.2 {;~I
<br />~ I ~ :~tij
<br />~\ f.. 09i
<br />470 .~'\?J~~" I \\\\
<br />N 627,619 \1 '. ~ 2Ccc /~I\
<br />E 1,376,282 5418.8\ X ~~J r---\ ( ?~~___~,\
<br />X ~ \ ~ ~~\ \ n~0~9~~
<br />~ ,~~ 5413.0 X
<br />\ I \\~ I X )~41.5 I 1/ ><
<br />j ~~ ~ ~~>4l"2 "4;~
<br />~l ~ ~~
<br />--5415g \ X ~t~:
<br />\ ~. ~<:!
<br />rf;, ~~ 1 ~~'\\\) 5374.8
<br />l1J ~\1 \\~ r- ~. :55'90 536cY-V ~~
<br />'\
<br />
<br />~
<br />
<br />Yr
<br />
<br />~ ~
<br />
<br />W68.3
<br />
<br />~
<br />
<br />/'::::>..
<br />
<br />-
<br />
<br />472
<br />N 629,090
<br />E 1,370,375
<br />
<br />-----
<br />
<br />c---'
<br />--
<br />"'\~
<br />
<br />.X )
<br />5365.2
<br />
<br />~
<br />~
<br />~
<br />~
<br />~
<br />.;.
<br />
<br />5363.8
<br />X
<br />
<br />~~f:J&.
<br />
<br />I---
<br />
<br />=2
<br />
<br />5426.5
<br />
<br />+
<br />
<br />a
<br />
<br />.Y
<br />r--
<br />
<br />360
<br />
<br />~~ro""
<br />
<br />SOO-VEAR FOOD BOUNDARY
<br />
<br />100-VEAR FOOD BOUNDARY
<br />FLOOOWA'
<br />
<br />+44.0
<br />5356
<br />~
<br />
<br />STREAM S ~TIONING IN MILES
<br />471
<br />BASE FLOC 0 ELEVATIONS (BFE) N 629,532
<br />E 1,377,261
<br />
<br />446
<br />_~ N 627,859
<br />~ E 1,375,427
<br />
<br />>< (~~~72~ ~,l ~
<br />V' .. ~\k.~ /
<br />'-=F--=--J 5413'.'!9~ -=-
<br />\~\
<br />~
<br />
<br />471
<br />N 630,783
<br />E 1,376,386
<br />
<br />NOTE:
<br />
<br />Where both the Floodway and the
<br />100-Vear Flood boundaries coln.lde,
<br />only the Floodway Boundary Is shown.
<br />Where both the 100-Vear and the
<br />!IOO-Vur Flood Boundaries colnslda,
<br />only the100-Vaar Flood Boundary's
<br />shown.
<br />
<br />~33f-~-v--
<br />
<br />471
<br />N 630,183
<br />E 1,376,416
<br />
<br />470 +
<br />
<br />N 630,813
<br />E 1,375,819
<br />
<br />01
<br /><D
<br />'0
<br />
<br />:::;:
<br />
<br />~ ~~
<br />~~~
<br />
<br />\ I a
<br />n~~ =--..' ( mD~ J
<br />];7;/ 7/:; ~
<br />
<br />~
<br />~ ~
<br />\~
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C-37
<br />
<br />473
<br />
<br />~
<br />5369.5
<br />\J
<br />
<br />5363.
<br />X
<br />
<br />N 629,000
<br />
<br />'-"
<br />
<br />MATCH SHEE T
<br />
<br />C - 34
<br />
<br />N 628,000
<br />
<br />5367.9
<br />X
<br />
<br />4074
<br />
<br />(J
<br />G
<br />
<br />',p
<br />l
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAM8ERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC a GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED:
<br />
<br />o
<br />o
<br />o
<br />oj
<br />J'-
<br />'"
<br />
<br />~ w
<br />
<br />5364.8
<br />X
<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 a 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 />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />I
<br />
<br /> LEGEND
<br /> 6 HORIZ. CONTROL
<br /> 0 VERTICAL CONTROL
<br /> X 8ENCHMARK
<br /> ~2 PHOTO CENTER
<br />0
<br />0
<br />0 +
<br />as GRID POINT
<br />J'-
<br />r<)
<br />W
<br /> I I CROSS SECTION
<br /> 0 POLE
<br /> -x- FENCE
<br /> 0 TREE
<br /> W BRUSH or SCRUB
<br /> r- - I'
<br /> I I FOUNDATION or RUINS
<br /> ,-__J
<br /> - SECTION LI N E
<br /> + FOUN D SECTION CORNER
<br />0 -'- UNFOUND SECTION CORNER
<br />0 I
<br />0
<br />r:
<br />J'- -- APPROX. SECTION LINE
<br />r<)
<br />w
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16, a 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 />j
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />J
<br />
<br />"
<br />
<br />I
<br />I
<br />t
<br />
<br />DECEMBER, 19B2
<br />
|