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<br />~ >7~~~~ ~ \\11111 \\~
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<br />, ",,,41/11/, ., ~t~ \\' ,~\\ \~ ~:"':
<br />I. 0 'I 1).1 . ,\\\' \-;' I 'Ill'
<br />o III II ~~
<br />~o (1,0 1<0 r2 0 ) ,\~ ,\,\ \ ~
<br />{o I~/////// flll//L'I'IIi/=:-:: :;:::'480 ~
<br />\",06/ffffi r~~~J7404.1~~ 7460 ~'
<br />"''[; tld ~ B"" ~, ~~
<br />'\ I< '/ 0 "t'\: ,\ \'
<br />~ ~'I:~ ~74/0. ;>"-2 ~ ~ ~ ," ,\
<br />
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<br />~-=-'~1'3~r>/ -" 7346." -..: ~ ~ C?& ~\'
<br />~1:;!~ f~' --;- ~ ""dO ~
<br />~~60~ J /, ~-.....::::::.. ~~ ;>,f.<'i'0
<br />'-:;;.;;-;; /ij)'/, ~~., ~'i "'0
<br />..... -"/1 ((fIr. ::--..: 0-- '-::::J\ ""
<br />~ 0/111 7340~ ;J'//Ilf. ~~"--~ /I If ~\\'.b\.::~<9o
<br />od: ~~_ 7320~ ;> <'l ,,\~'-
<br />V~ 7300~.vlfllJJ!flJi)_ ~~~,,~ ~'::,
<br />~/~72B~ Ij~ /'0"'0 '?(l&~m
<br />3,000 ~ //426~;ft;\1 1))1) ? ,~OO:~
<br />MAP LIMIT
<br />
<br />N 624,000
<br />
<br />N 62
<br />
<br />N 622,000 f--
<br />
<br />N 621,000 -
<br />
<br />N 620,000
<br />
<br />E 1,461,000
<br />
<br />~
<br />--.:::
<br />
<br />--
<br />
<br />
<br />~---
<br />\~
<br />~~~
<br />
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<br />
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<br />;::
<br />:-<
<br />
<br />~
<br />
<br />L:[\, 1292
<br />\Il 7044.1
<br />
<br />.,.
<br />,
<br />
<br />,
<br />U
<br />f-
<br />w
<br />W
<br />J:
<br />(f)
<br />
<br />J:
<br />U
<br />f-
<br />c{
<br />~
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />+
<br />
<br />I
<br />
<br />~
<br />~
<br />,\ \\
<br />
<br />/T\ 1293
<br />\I7 6934.7
<br />
<br />MAP LIMIT
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />C-9-4
<br />
<br />4489
<br />
<br />466,000
<br />
<br />C-12-1 C-II-I C-9-1
<br />
<br />C-12-2 C.II.2 C-9-2
<br />
<br />C-12-3 C-II-3 C-9-3 C-8-3
<br />
<br />
<br />C-II-4 C-9-4 C-8-4
<br />
<br />SH EET INDEX
<br />
<br />north
<br />
<br />LEGEND
<br />
<br />Lh
<br />EB
<br />ill
<br />~
<br />
<br />HORIZ. CONTROL
<br />
<br />VERTICAL CONTROL
<br />
<br />ANALYTICAL CONTROL
<br />
<br />PHOTO CENTER
<br />
<br />SECTION LINE
<br />
<br />CROSS SECTION
<br />
<br />x--
<br />
<br />FENCE
<br />
<br />r""
<br />~~)
<br />~
<br />
<br />SCATTERED TREES
<br />BRUSH
<br />
<br />----
<br />
<br />DRAINAGE BASIN BOUNDARY
<br />
<br />BASIS OF HORIZONTAL CONTROL' THE
<br />COLORADO STATE PLANE COORDI NATE SYSTEM
<br />CENTRAL ZONE, LAMBERT CON FORMAL CON I C '
<br />PROJ ECTI ON.
<br />THE FOLLOWING (U.S.C.8 G. AND U.S.G,S.)
<br />TRIANGULATION STATIONS WERE USED'
<br />
<br />NAME
<br />DRY HOLLOW
<br />
<br />ORDER
<br />2nd
<br />
<br />COORD I NATES
<br />X = 1,395,770.68
<br />Y= 613,033.61
<br />
<br />J:
<br />U
<br />f-
<br />c{
<br />~
<br />
<br />CASTLE
<br />
<br />x= 11'132,094.8 I
<br />Y= 623,300.73
<br />
<br />2nd
<br />
<br />ANTLER
<br />
<br />x= 1,371,760.95
<br />Y= 630,478.31
<br />
<br />2nd
<br />
<br />BASIS OF VERTICAL CONTROL' U.S.C.8 G.S.
<br />AND U.S.G.S. SEA LEVEL DATUM BASED ON
<br />THE FOLLOWING BENCHMARKS'
<br />
<br />NAME
<br />RIFLE 2
<br />
<br />ORDER
<br />2nd
<br />
<br />ELEVATION
<br />53/9.199
<br />
<br />NEW CASTLE
<br />
<br />2nd
<br />
<br />5747.82
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC
<br />METHODS FROM 6" C.F.L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN JANUARY 12, 1983.
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS.
<br />
<br />BELL MAPPING CO.
<br />
<br />500 KALAMATH STREET
<br />DENVER, COLORADO 80204
<br />(303) 629-0165
<br />
<br />SCALE IN FEET
<br />200 100 0 200
<br />I
<br />
<br />400
<br />i
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />GLENWOOD SPRINGS VICINITY
<br />SOUTH CANYON CREEK
<br />
<br />FLOOD PLAIN STUDY
<br />
<br />PREPARED FOR
<br />CITY OF RI FLE AND TOWN OF DEBEQUE
<br />GA RF I ELD COUNTY. COLORADO
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER. COLORADO
<br />
<br />JANUARY 1983
<br />
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