|
<br />E 1,226,000
<br />
<br />E
<br />
<br />1,227,000
<br />
<br />E 1,228,000
<br />
<br />E
<br />
<br />I ,229,000
<br />
<br /><?91
<br />/~:.
<br />
<br />LEGEND:
<br />
<br />f1
<br />t920~
<br />
<br />!5OG-VEAR FLOOD BOUNDARY
<br />
<br />~
<br />
<br />1DO-VEAR FLOOD BOUNDARY
<br />
<br />FLOODWAV
<br />
<br />+ 4.4 STREAM STATIONING IN MILES
<br />~~~~8...sl! ~ - - - )\ 'fr
<br />- - - - - --~ BASE FLOOD ELEVATIONS (BFE) '\
<br />
<br />~ ~ I
<br />
<br />~ 4__ ~ - w_........_._'.".ho ,
<br />~ ~ 129 I 30 1DO-VNr Flood boundaries coin".,
<br />N 5 5 0,9 33 N 550,989 only the Floodway Boundary I. shown.
<br />--=0 ~ E 1'227'172~ E 1,227,918 Wheraboththe1DO-VNrandthe ~
<br />!5OG-VNr Flood Boundaries coin".,
<br />:::::::::~ -0 I
<br />~ ~ '-""i;~~o '" ":-::-'00-_' Flood 00"_ . ~
<br />
<br />1\ ' ~~~.~~~ 0 Q}j32.8 ~~s~:~~~ ~ (,~22'~,\~7 · w. ~1;, ~ 9cPoSfr
<br />') -'9". ~ = '9<D~"---'0 ?D {~#< /
<br />~ ~~</~~~~- ~~~ 133 49~33'~~/.:~ .
<br />'/r~ ~ 49~. \\! N 552,537
<br />......~ :::::-- " r---- '& r.7 E 1,229,377 ~
<br />
<br />::: -iff ~ y ~ ~ ~ 0" 'DE '32 ' :~Q 0 I r
<br />~ . :0' i> Ny N 552,"D '" ~MV,~ ~o{, ...
<br />I E ',"9,D'5 N 552,203 ~ ;;+"i'!tiL "':
<br />
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<br />., '~~ "- 4884.3 S:h - u-"Z : ~"':-- g/, X 883 0
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<br />~77.5X I \ N 548,467 ~.~ X 4881.7 . 4 ~.O _ ~ "\ '\ II
<br />LZ E 1,227,771 48'"' .... . .9
<br />4879.1 I ~.
<br />MATCH SHEET C-90 E 1,230,000
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<br />
<br />4887.8
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<br />X 4889.0
<br />
<br />4091
<br />
<br />BASIS OF HORIZONTAL CONTROL: THE
<br />COLORADO STATE PLANE COORDINATE
<br />SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION, THE FOLLOWING (USC a 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= 581,255.7B
<br />X= 1,231,566.60
<br />Y= 523,643.10
<br />
<br />GNAT
<br />
<br />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 />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />ORDER
<br />2nd
<br />2nd
<br />
<br /> LEGEND
<br />6 HORIZ. CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />+ GRID POINT
<br />I I CROSS SECTION
<br />0 POLE
<br />-><- FENCE
<br />0 TREE
<br />G BRUSH or SCRUB
<br /> ~
<br />... _ I' or RUINS
<br />I I FOUNDATION
<br />L..__..J
<br />- SECTION LI NE
<br />+ FOUN D SECTION CORNER
<br />I UNFOUND SECTION CORNER
<br />-1-
<br />-- APPROX, SECT ION LINE
<br />
<br />I
<br />U
<br />f0-
<br />od:
<br />:::;:
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,16,817, 1982
<br />
<br />o
<br />o
<br />o
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />(\j
<br />If)
<br />If)
<br />
<br />PREPARED BY:
<br />ANALYTICAL SURVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303 - 593-0093
<br />
<br />z
<br />
<br />200
<br />I
<br />
<br />o
<br />,
<br />
<br />SCALE
<br />o
<br />,
<br />
<br />400
<br />I
<br />
<br />IN
<br />
<br />FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD
<br />
<br />PLAIN
<br />
<br />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 />
|