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<br />3996
<br />
<br />N
<br />
<br />
<br />0026'
<br />08 MILS
<br />
<br />1970 MAGNETIC NORTH
<br />
<br />CROSS SECTION COOROINA lES
<br />
<br />1
<br />
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<br />
<br />1700
<br />N 442,033 3
<br />E 2,342 720 1
<br />
<br />1600
<br />N 441,8091
<br />E 2,342,729 1
<br />
<br />1500
<br />N 441,714 3
<br />E 2,342,690 8
<br />1400
<br />N 441,4738
<br />E 2,342,468 5
<br />1300
<br />N 440,522 1
<br />E 2,342,700 7
<br />1200
<br />N 440,302 1
<br />E 2,342,832 6
<br />1100
<br />N 440,236 8
<br />E 2,342,836 0
<br />1000
<br />N 440,069 7
<br />E 2,342,796 7
<br />
<br />1700
<br />N 442,1153
<br />E 2,343,186 0
<br />
<br />-:-
<br />
<br />3
<br />
<br />4
<br />
<br />1600
<br />N 441,901 2
<br />E 2,343,1242
<br />
<br />1500
<br />N 441,8123
<br />E 2,343,069 3
<br />1400
<br />N 441,5894
<br />E 2,342,920 5
<br />1300
<br />N 440,534 2
<br />E 2,342,859 4
<br />1200
<br />N 440,302 1
<br />E 2,342,866 1
<br />1100
<br />N 440,238 8
<br />E 2,342,8735
<br />1000
<br />N 440,071 9
<br />E 2,342,921 9
<br />
<br />BASIS OF HORIZONTAL CONTROL, THE COLORADO
<br />STATE PLANE COORDINATE SYSTEM CENTRAL ZONE
<br />LAMBERT CONFORMAL PROJECT THE FOLLOVING
<br />(USC ~ GS AND/OR USGS) TRIANGULATION STATIONS
<br />VERE USED'
<br />
<br />BANDT
<br />
<br />2nd ORDER
<br />
<br />x = 2..332..48264
<br />Y = 436,77067
<br />
<br />CALHAN
<br />
<br />2nd ORDER
<br />
<br />x = 2,336,29487
<br />Y = 427,860 66
<br />
<br />ST A TION CALHAN IS SIP CAT SEA LEVEL ST A TION
<br />BANDT IS ADJUSTED TO MEAN TERRAIN THE
<br />ADJUSTMENT FACTORS USED TO MODIFY STATION
<br />BANDT ARE'
<br />SCALE = 39000' 52 O' - 9999371
<br />SEA LEVEL = 6876 5 - 9996709
<br />COMBINED FACTOR = 9996080
<br />RECIPRICAL FACTOR = I 0003920
<br />
<br />BASIS OF VERTICAL CONTROL,
<br />USC ~ GS SEA LEVEL DATUM ORIGINATING AT
<br />(USC ~ GS AND/OR USGS) BENCH MARKS
<br />L -24 ~ 19JH 1988 ADJUSTMENT BEING
<br />6553 763 ~ 6597 957
<br />
<br />TOPOGRAPHY ON THIS MAP COMPLIES VITH NATIONAL
<br />MAP ACCURACY STANDARDS
<br />COMPILATION BY PHOTOGRAMMECTRIC METHODS FROM
<br />6' C F L VERTICAL AERIAL PHOTOGRAPHY FLOVN
<br />MARCH 4, 1993
<br />
<br />1?~ 5
<br />
<br />BENCHMARK MAPPING SERVICE~ INC
<br />19859 EAST ELDORADO DRIVE
<br />AURORA, COLORADO 80013
<br />303-680-9718
<br />
<br />/
<br />(
<br />
<br />'~
<br />
<br />,,ll~ I
<br />(~\
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<br />
<br />-4- HORIZONTAL ~ VERTICAL CONTROL
<br />u -- - -- -- - --. ROAD UNPAVED
<br />- DITCH ~ LAKE
<br />
<br />LEGEND
<br />
<br />~
<br />
<br />x X X FENCE
<br /> RAILROAD
<br />u u u u "\ GUARDRAIL
<br />.. POVER POLE
<br />0-0 LIGHT
<br />4- LIGHT
<br />'*" FIRE HYDRANT
<br />. MANHOLE
<br />= - = CULVERT
<br />cfIB MAIL BOX
<br />u ANCHOR
<br />@ SIGN
<br />
<br />. <y-\
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<br />
<br />266
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<br />+
<br />
<br />J\\~I
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<br />o
<br />
<br />600
<br />
<br />200
<br />
<br />400
<br />
<br />
<br />-
<br />
<br />
<br />-~.
<br />
<br />
<br />:'::':
<br />
<br />SCALE IN FEET
<br />CONTOUR INTERVAL = 2'
<br />
<br />TO'w'N
<br />FLOOD
<br />
<br />OF CALHAN
<br />PLAIN STUDY
<br />
<br />-po,
<br />
<br />PREPARED f"OR
<br />TOVN Of" CALHA~ COLORADO
<br />
<br />ym
<br />:11)
<br />
<br />IN COOPERATION VITH
<br />COLORADO VATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />JULY 1993
<br />
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