|
<br />~ LEGEND
<br /> 6. HORIZ. CONTROL
<br /> 0 VERTICAL CONTROL
<br />X4898.3 X BENCHMARK
<br /> ~2 PHOTO CENTER
<br />- + GRID POINT
<br />C1l
<br />I
<br />U
<br />f- I CROSS SECTION
<br />w
<br />w
<br />:I: POLE
<br />r.n 0
<br />:I:
<br />U -><- FENCE
<br />f-
<br />e:[ 0
<br />:E TREE
<br />0 G BRUSH or SCRUB
<br />0
<br />o_ r- - I'
<br />N
<br /><t I I FOUNDATION or RUINS
<br />l() ,-__.J
<br />Z
<br /> SECTION LI NE
<br /> + FOUND SECTION CORNER
<br /> I UN FOUND SECT ION CORNER
<br /> -\-
<br /> -- APPROX. SECT ION LINE
<br />
<br />C-93
<br />
<br />1,229,000
<br />
<br />E 1,230,000
<br />
<br />
<br />o
<br />o
<br />o
<br />o
<br /><t
<br />l()
<br />
<br />z
<br />
<br /><D
<br />C1l
<br />,
<br />U
<br />
<br />f-
<br />W
<br />W
<br />:I:
<br />r.n
<br />
<br />:I:
<br />U
<br />f-
<br />e:[
<br />:E
<br />
<br />123
<br />N 542,636
<br />E 1,226,245
<br />
<br />~
<br />
<br />z
<br />
<br />117
<br />
<br />121
<br />N 540,437
<br />E 1,227,931
<br />
<br />119 120
<br />N 540,006
<br />E 1,227,571
<br />
<br />118
<br />N 539,958
<br />E 1,227,518
<br />
<br />~
<br />
<br />120
<br />N 540,052
<br />E 1,227,802
<br />
<br />LEGEND:
<br />
<br />r 17
<br />N 539,746
<br />E 1,227,437
<br />
<br />117
<br />N 538,908
<br />E 1,228,008
<br />
<br />120
<br />N 539,175
<br />E 1,228,493
<br />
<br />!IOO-YEAA fLOOD 1I0UNDARY
<br />
<br />1DO-YEAA fLOOD 1I0UNDARY
<br />
<br />/
<br />I~
<br />
<br />~
<br />
<br />.
<br />
<br />fLOODWAY
<br />STREAM STATIONING IN MILES
<br />
<br />o
<br />o
<br />q
<br /><Xl
<br />r<)
<br />l()
<br />
<br />4866
<br />~
<br />
<br />lASE fLOOD ELEVATIONS (liFE)
<br />
<br />z
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />Where both the FIoodwIY Ind the
<br />1DO-YNr Flood boundarIH colnalcie,
<br />only the FIoodwIY Boundary I. shown.
<br />Where both the 1DO-YNr Ind the
<br />!IOO-YNr Flood Boundar'" colnalcie,
<br />only the 1DO-Y_ Flood Boundary I.
<br />shown.
<br />
<br />E 1,231,000
<br />
<br />C-94
<br />
<br />4095
<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= 1,516,508.42
<br />Y= 581,255,78
<br />x= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL: USC 8 GS
<br />SEA LEVEL DATUM BASED ON THE
<br />FOLLOWING BENCHMARKS:
<br />
<br />o
<br />o
<br />o_
<br />r<)
<br /><t
<br />l()
<br />
<br />NAME
<br />0-156
<br />4870,74 PS
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />z
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC 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 />o
<br />o
<br />Q.
<br /><t
<br />l()
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303 - 593-0093
<br />
<br />SCALE
<br />o 0
<br />,
<br />
<br />I N FEET
<br />200
<br />.
<br />
<br />400
<br />I
<br />
<br />z
<br />
<br />200
<br />I
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAIN STUDY
<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 />DECEMBER, 1982
<br />
|