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<br />
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<br />\ "~ :j. .\ 0,.. 0 ~ .\~ .,,-~ ~ ~ ~ ~ tJU 711540 Wl--~
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<br />C-12-2
<br />
<br />E 1,452,000
<br />
<br />I
<br />
<br />E 1,463,000
<br />
<br />I
<br />
<br />MATCH
<br />
<br />SHEET
<br />
<br />C -12-1
<br />
<br />C-12-1 C-II-I C-g'l
<br />
<br />\
<br />,~
<br />
<br />E 1,451,000
<br />N 02,000
<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 />C-II-4 C-9-4 C-8-4
<br />
<br />SH EE T I NDEX north
<br />
<br />LEGEND
<br />
<br />th HORIZ. CONTROL
<br />EEl VERTICAL CONTROL
<br />ffi ANALYTICAL CONTROL
<br />-t- PHOTO CENTER
<br />--- SECTION LINE
<br />
<br />N 631 ,000 -
<br />
<br />+
<br />
<br />I I CROSS SECTION
<br />
<br />x FENCE
<br />
<br />a.
<br /><t
<br />~
<br />
<br />,..,.."...,
<br />~ '..AAJJ SCATTERED TREES
<br />~ BRUSH
<br />- ---- - DRAINAGE BASIN BOUNDARY
<br />
<br />ill 1602
<br />~ 7190.63
<br />
<br />7 Y 3-
<br />
<br />BASIS OF HORIZONTAL CONTROL' THE
<br />COLORADO STATE PLANE COORDI NATE SYSTEM,
<br />CENTRAL ZONE, LAMBERT CONFORMAL CONIC
<br />PROJECTION.
<br />THE FOLLOWING (U.s.c.e. G. AND U.s.G.s.)
<br />TRIANGULATION STATIONS WERE USED'
<br />
<br />NAME
<br />DRY HOLLOW
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDI NATES
<br />X = 1,395,770.68
<br />y= 613,033,61
<br />
<br />CASTLE
<br />
<br />2nd
<br />
<br />x= 1~32,094.8 I
<br />Y= 623,300.73
<br />
<br />~~720~
<br />N 630,000 ~
<br />
<br />~~?2S0
<br />~~ ?30~~
<br />~~.
<br />~ ? ~
<br />f0,,"~ ~ ~--::
<br />~~ ---"
<br />~ ~50::::::--::;/ /
<br />"~ ~./-
<br />~::::: :;-.-% ~
<br />~ :...- ~SS-
<br />" ~~
<br />~O
<br />
<br />ANTLER
<br />
<br />2nd
<br />
<br />x= 1,371,760.95
<br />y= 630,478.31
<br />
<br />~
<br />%
<br />
<br />BASIS OF VERTICAL CONTROL' U.S.C. e. 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 />5319.199
<br />
<br />NEW CASTLE
<br />
<br />2nd
<br />
<br />5747.82
<br />
<br />f- ~
<br />:2~:...-
<br />~~
<br />~~
<br />~\ ([<<-
<br />
<br />N 629, 000 M\\
<br />
<br />:-..; 7600
<br />
<br />~50
<br />~ 7mo-
<br />
<br />~~
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC
<br />METHODS FROM 6" C.F.L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN JANUARY 12, 1983.
<br />
<br />?:
<br />
<br />TH IS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS,
<br />
<br />---=
<br />
<br />BELL MAPPING CO.
<br />
<br />500 KALAMATH STREET
<br />DENVER, COLORADO 80204
<br />(303) 629-0165
<br />
<br />.~
<br />\'H
<br />
<br />SCALE IN FEET
<br />200 100 0 200 400
<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 />I N COO PERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER,COLORADO
<br />
<br />N 628,000
<br />
<br />MATCH SHEET C-12-3
<br />
<br />JANUARY 1983
<br />
|