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<br />BASIS OF HORIZONTAL CONTROL' THE
<br />COLO lADO STATE PLANE COORDINATE
<br />SYST! M, CENTRAL ZOlllE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC 8 GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED.
<br />
<br />ORDER
<br />2nd
<br />
<br />COOROlNA TE S
<br />X",516,508.42
<br />Y' 581,?55 78
<br />x' 1.231,566.60
<br />Y' 523.643. 10
<br />
<br />USC a GS
<br />THE
<br />
<br />ELEVATION
<br />6192.284
<br />4869.860
<br />
<br />SEC T ION
<br />
<br />UNFOUND
<br />
<br />b.!:lP~O')l'
<br />
<br />COMPIL ATlON 8Y PHOTOGRAMMETRIC METHOOS
<br />FROM 6" C.F. L. VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV. 15,'6,617, 1982
<br />
<br />
<br />WITH NATIONAL MAP
<br />
<br />COMPL IE S
<br />STANDARDS
<br />
<br />PREPARED BY.
<br />ANAL YT ICAL SuRVEYS, INC.
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO. 80907
<br />303.593-0093
<br />
<br />FEET
<br />200 400
<br />~-_!!!
<br />
<br />INTERVAL - 2 FEET
<br />
<br />IN
<br />
<br />NAME
<br />CATHERINE
<br />
<br />GNAT
<br />
<br />NAME
<br />D-156
<br />4870.74 PS
<br />
<br />+
<br />
<br />THIS MAP
<br />ACCuRAC Y
<br />
<br />o
<br />
<br />CONTOUR
<br />
<br />COI.ORADO RIVER AND TRIBUTARIES
<br />FLOOD PLAIN STUDY
<br />DEPARTMENT OF THE MMV
<br />SAClWIENTO DISIRlCl. CORl'$ OF ENGINEERS
<br />ISO CAI'IlOl. MAU.
<br />SM:lWIEII'Io, CWIllIlN/A 151144114
<br />PREPARED "OR
<br />GARFIELD a MESA COUNTIES, COLORADO
<br />
<br />IN CooPEIlATION WITH
<br />COLOIlADO WATER CONSER~TION BOAIlD
<br />DENVEIl, COLOIlADCI
<br />
<br />DECE"BEIl, 'tl2
<br />JIII...,
<br />
<br />ORDE R
<br />2nd
<br />2nd
<br />
<br /> LEGEND
<br />6 HORIZ. CONTROL
<br />0 VERTICAL CONTROL
<br />X BENCHMARK
<br />4;,.2~ PHOTO CENTER
<br /> GRID POINT
<br /> CROSS SECTION
<br />0 POLE
<br />. FENCE
<br /> TREE
<br /> 8RUSH 0' SCRue
<br />" _ J'
<br />I I FOUNDATION o' RUINS
<br />..__.J
<br /> SECTION NE
<br />
<br />CORNE R
<br />
<br />SECTION CORNER
<br />
<br />SECT ION LINE
<br />
<br />3'd
<br />
<br />BASIS OF VERTICAL CONTROL
<br />SEA LEvEL DATUM BASED ON
<br />FOLLOWING BENCHMARKS
<br />
<br />FOUND
<br />
<br />SCALE
<br />o
<br />
<br />200
<br />
<br />44C.OOC
<br />
<br />
<br />o
<br />~
<br />"
<br />'"
<br />56~z
<br />
<br />
<br />
<br />\~ /'\
<br />~ ---- Sc;SoJ -
<br />
<br />o
<br />o
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<br />z
<br />
<br />,.:. ~26
<br />
<br />C-13
<br />
<br /><>
<br />8
<br />",'
<br />"
<br />~
<br />'"
<br />
<br />"
<br />E
<br />
<br />,444.000
<br />
<br />727
<br />N 640,383
<br />E 1,44:!.,B62
<br />.......~
<br />
<br />I
<br />
<br />
<br />N
<br />I
<br />
<br />1
<br />
<br />'~23~
<br />
<br />\
<br />. '26
<br />N 638,464
<br />r 1,44~.605
<br />
<br />.443,000
<br />
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<br />
<br />~.,IO,?>O
<br />-r C.;." 7 2 6
<br />........ N 639,44~
<br />\,\ f 1,443,291
<br />-0
<br />
<br />RIVERBENtJ
<br />SUBDIVISION
<br />
<br />725
<br />N 638,311
<br />E 1,442,556
<br />
<br />f-
<br />
<br />725
<br />
<br /><o",'l.O
<br />
<br />rf':JlO
<br />/ .. .' -:/
<br />. 5632.9X..Q~~~62
<br />~ ---..-:-::::---
<br />. ~ ~ 725
<br />,./ -;::::- N 638,7BB
<br />% ~ E 1,442.214
<br />/'::~:/'"
<br />/; .0.......<.:,./ 724
<br />,,' <>;::- .......~633.6 N 6~8,"36
<br />~ ;..--- ;..--- E 1,441.419
<br />~~~
<br />~;..---
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<br />"'\o.>'l ./
<br />~~3
<br />i 637,24B
<br />','14,.O~ 7
<br />
<br />--..,.
<br />
<br />.442,000
<br />
<br />,441.000
<br />
<br />725
<br />~ 639.564
<br />, 1,442,030
<br />
<br />J.
<br />ti'~
<br />
<br />'\,"'-...
<br />
<br />"~os
<br />~"
<br />Q.
<br />
<br />
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<br />
<br />7t:4
<br />N 639,031'
<br />E 1.....4'.049
<br />
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<br />
<br />
<br />X ~612
<br />
<br />7?3 - -
<br />~ 63'.~4," ?-''''
<br />: ,.440,1,7", "";...
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