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<br /> MODIFIED STATE PLANE COORDINATES CP 22
<br />CP 9 N 435,082.37 E 2,337,654.21 ELEV 6723.2 SET 115 REBAR
<br />CP 10 N 436,814.51 E 2,337,626.08 ELEV 6643.8 SET 115 REBAR
<br />CP 11 N 436,885.22 E 2,340,595.70 ELEV 6558.8 SET 115 REBAR
<br />CP 13 N 438,371.16 E 2,337,894.00 ELEV 6626.3 SET 115 REBAR
<br />CP 14 N 438, 08!. 49 E 2,338,913.30 ELEV 6560.9 SET 2 1/2'
<br />CP 15 N 438,317.49 E 2,340,765.89 BRASS CAP IN CONC.
<br />ELEV 6547.6 SET 115 REBAR
<br />CP 16 N 438,619.96 E 2,343,079.81 ELEV 6567.6 SET SPIKE
<br />CP 17 N 439,334.56 E 2,337,554.35 ELEV 6561.7 SET 2 1/2'
<br />CP 18 N 439,391.37 E 2,343,047.65 ELEV 6564.2 BRASS CAP IN CONC.
<br />SET SPIKE
<br />CP 19 N 440,197.03 E 2,337, 58!. 90 ELEV 6549.5 SET 115 REBAR
<br />CP 21 N 440,504.67 E 2,340,575.04 ELEV 6508.6 SET 115 REBAR
<br />CP 22 N 441,922.65 E 2,337,543.83 ELEV 6538.2 SET 115 REBAR
<br />CP 24 N 440,778.94 E 2,340,523.11 ELEV 6511.5 SET PK IN RR TIE
<br />CP 25 N 442,025.27 E 2,340,691.36 ELEV 6487.0 SET 2 1IC'
<br />CP 26 N 442,015.23 E 2,342,087.40 ELEV 6504.7 BRASS CAP IN CONC.
<br />SET SPIKE
<br />CP 27 N 441, 908.79 E 2,343,153.88 ELEV 6483.7 SET 115 REBAR
<br />CP 28 N 440,206.64 E 2,342,870.69 ELEV 6530.6 SET SPIKE
<br />CP 29 N 440,255.99 E 2,343,310.23 ELEV 6524.0 SET 115 REBAR
<br />BANDT N 436,770.67 E 2,332,482.64 ELEV 6734.0 FD BRASS DISK
<br />CALHAN N 427,860.66 E 2,336,294.87 ELEV 7019.0 FD BRASS DISK
<br />19JH N 436,805.85 E 2,342,863.86 ELEV 6597.9 FD BRASS TABLET
<br />L-24 N 440,187.95 E 2,336,015.55 ELEV 6553.8 FD BRASS TABLET
<br />
<br />BENCH MARK
<br />L 24
<br />
<br />
<br />
<br />
<br />
<br />CP 19
<br />
<br />CP 17
<br />
<br />
<br />:z
<br />1
<br />-1
<br /><3
<br />o
<br />t-
<br />
<br />CP 10
<br />
<br />"
<br />t-
<br />
<br />
<br />
<br />CP 25
<br />
<br />
<br />CP 24
<br />
<br />CP 21
<br />
<br />CP 15
<br />
<br />
<br />CP 11
<br />
<br />BENCH MARK
<br />19JH
<br />
<br />
<br />CP 18
<br />
<br />CP 16
<br />
<br />CP 27
<br />
<br />3671 .
<br />
<br />lK
<br />
<br />0"26'
<br />08 MIL
<br />
<br />
<br />1970 MAGNETIC NORTH
<br />
<br />N
<br />
<br />BASIS OF HORIznNTAL CONTROL' THE COLORADO
<br />STATE PLANE COORDINATE SYSTEM CENTRAL ZONE
<br />LAMBERT CONFORMAL PROJECT. THE FOLLOWING
<br />(USC L GS AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED'
<br />
<br />BANDT
<br />
<br />x " 2,332,482.64
<br />Y" 436,770.67
<br />
<br />2nd ORDER
<br />
<br />CALHAN
<br />
<br />2nd ORDER
<br />
<br />x = 2,336,294.87
<br />Y" 427,860.66
<br />
<br />CP 29
<br />
<br />STATION CALHAN IS SPC AT SEA LEVEL. STATION
<br />BANDT IS ADJUSTED TO MEAN TERRAIN. THE
<br />ADJUSTMENT FACTORS USED TO MODIFY STATION
<br />BANDT ARE'
<br />SCALE" 39000' 52.0' - .9999371
<br />SEA LEVEL" 6876.5 - .9996709
<br />COMBINED FACTOR" .9996080
<br />RECIPRICAL FACTOR" 1.0003920
<br />
<br />BASIS OF VERTICAL CONTROL.
<br />USC L GS SEA LEVEL DATUM ORIGINATING AT
<br />(USC L GS AND/OR USGS) BENCH MARKS
<br />L-24 L 19JH 1988 ADJUSTMENT BEING
<br />6553.763 L 6597.957
<br />
<br />TOPOGRAPHY ON THIS MAP COMPLIES WITH NATIONAL
<br />MAP ACCURACY STANDARDS.
<br />COMPILATION BY PHOTOGRAMMECTRIC METHODS FROM
<br />6' C.F.L. VERTICAL AERIAL PHOTOGRAPHY FLOWN
<br />MARCH 4, 1993
<br />
<br />BENCHMARK MAPPING SERVICES, INC.
<br />19859 EAST ELDORADO DRIVE
<br />AURORA, COLORADO 80013
<br />303-680-9718
<br />
<br />o
<br />
<br />300
<br />
<br />1
<br />
<br />600
<br />
<br />!
<br />
<br />900
<br />
<br />1
<br />
<br />r
<br />
<br />SCALE IN FEET
<br />
<br />FLOOD
<br />TOWN
<br />
<br />PLAIN STUDY
<br />OF CALHAN
<br />
<br />PREPARED FOR
<br />TOWN or CALHAN, COLORADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />APRIL, 1993
<br />
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