National Geodetic Survey, Retrieval Date = MAY 30, 2006 CY1083 *********************************************************************** CY1083 DESIGNATION - LINE RESET CY1083 PID - CY1083 CY1083 STATE/COUNTY- NM/GRANT CY1083 USGS QUAD - STEEPLE ROCK (1990) CY1083 CY1083 *CURRENT SURVEY CONTROL CY1083 ___________________________________________________________________ CY1083* NAD 83(1992)- 32 51 06.51916(N) 108 59 49.06391(W) ADJUSTED CY1083* NAVD 88 - 2077.5 (meters) 6816. (feet) VERTCON CY1083 ___________________________________________________________________ CY1083 LAPLACE CORR- 6.56 (seconds) DEFLEC99 CY1083 GEOID HEIGHT- -25.17 (meters) GEOID03 CY1083 CY1083 HORZ ORDER - FIRST CY1083 CY1083.The horizontal coordinates were established by classical geodetic methods CY1083.and adjusted by the National Geodetic Survey in December 1993.. CY1083 CY1083.The NAVD 88 height was computed by applying the VERTCON shift value to CY1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CY1083 CY1083.The Laplace correction was computed from DEFLEC99 derived deflections. CY1083 CY1083.The geoid height was determined by GEOID03. CY1083 CY1083; North East Units Scale Factor Converg. CY1083;SPC NM W - 205,922.011 721,079.689 MT 1.00006290 -0 37 52.7 CY1083;SPC NM W - 675,595.80 2,365,742.28 sFT 1.00006290 -0 37 52.7 CY1083;SPC AZ E - 205,924.861 322,847.219 MT 1.00004776 +0 38 04.5 CY1083;SPC AZ E - 675,606.50 1,059,210.04 iFT 1.00004776 +0 38 04.5 CY1083;UTM 12 - 3,636,636.703 687,443.453 MT 1.00003324 +1 05 12.8 CY1083 CY1083! - Elev Factor x Scale Factor = Combined Factor CY1083!SPC NM W - 0.99967788 x 1.00006290 = 0.99974076 CY1083!SPC AZ E - 0.99967788 x 1.00004776 = 0.99972563 CY1083!UTM 12 - 0.99967788 x 1.00003324 = 0.99971111 CY1083 CY1083|---------------------------------------------------------------------| CY1083| PID Reference Object Distance Geod. Az | CY1083| dddmmss.s | CY1083| CC6846 LINE RM CROSS 5.017 METERS 05358 | CY1083| CC6847 LINE RM 1 7.242 METERS 06130 | CY1083| CC6848 LINE RM 2 11.712 METERS 15322 | CY1083| CC6845 LINE AZ MK 1830149.0 | CY1083| CY1085 ARIMEX APPROX.10.5 KM 2065828.6 | CY1083|---------------------------------------------------------------------| CY1083 CY1083 SUPERSEDED SURVEY CONTROL CY1083 CY1083 NAD 83(1992)- 32 51 06.51916(N) 108 59 49.06393(W) AD( ) 1 CY1083 NAD 83(1986)- 32 51 06.51561(N) 108 59 49.06366(W) AD( ) 1 CY1083 NAD 27 - 32 51 06.26640(N) 108 59 46.83993(W) AD( ) 1 CY1083 NGVD 29 (07/19/86) 2076.7 (m) 6813. (f) VERT ANG CY1083 CY1083.Superseded values are not recommended for survey control. CY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CY1083.See file dsdata.txt to determine how the superseded data were derived. CY1083 CY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8744336637(NAD 83) CY1083_MARKER: DS = TRIANGULATION STATION DISK CY1083_SETTING: 66 = SET IN ROCK OUTCROP CY1083 CY1083 HISTORY - Date Condition Report By CY1083 HISTORY - 1934 MONUMENTED USGS CY1083 HISTORY - 1936 GOOD CGS CY1083 HISTORY - 1958 GOOD USGS CY1083 HISTORY - 1968 GOOD USGS CY1083 CY1083 STATION DESCRIPTION CY1083 CY1083'DESCRIBED BY US GEOLOGICAL SURVEY 1934 CY1083'STATION MARK (1934)--REMARKED WITH STANDARD USC AND GS DISK, SET CY1083'IN ROCK. CY1083 CY1083 STATION RECOVERY (1936) CY1083 CY1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 CY1083'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT, LARGE CY1083'PEAK, KNOWN AS LAURA MOUNTAIN AND ALSO AS LINE MOUNTAIN AND CY1083'AS VANDERBILT MOUNTAIN, 11 MILES NORTHEAST BY EAST FROM DUNCAN, CY1083'ARIZ., AND IN T. 17 S., R. 21 W. THE STATION WAS ORIGINALLY CY1083'MARKED WITH A U.S. GEOLOGICAL SURVEY TRIANGULATION MARK CY1083'CEMENTED INTO THE SOLID ROCK. THE REFERENCE MARK, A CROSS CY1083'CUT IN THE HIGHEST POINT OF A ROCK LEDGE, IS 5.020 METERS CY1083'(16.47 FEET) FROM THE STATION N 54 DEG E. IN CY1083'1934 THE STATION WAS RECOVERED, AND REMARKED WITH A STANDARD CY1083'DISK STATION MARK SET IN ROCK AND TWO NEW REFERENCE MARKS, CY1083'STANDARD DISK REFERENCE MARKS SET IN DRILL HOLES IN CY1083'BOULDERS, WERE ESTABLISHED. CY1083'REFERENCE MARK NO. 1 IS 7.242 METERS (23.76 FEET) FROM THE CY1083'STATION AND NO. 2 IS 11.712 CY1083'METERS (38.43 FEET) FROM THE STATION. CY1083'IN 1936 ALL MARKS WERE RECOVERED AND AN AZIMUTH CY1083'MARK, A STANDARD TABLET SET IN ROCK, WAS ESTABLISHED ON CY1083'A LOW HILL AT AN ESTIMATED DISTANCE OF 1-1/2 MILES FROM THE CY1083'STATION S 3 DEG 02 MIN W. CY1083 CY1083 STATION RECOVERY (1958) CY1083 CY1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 CY1083'RECOVERED. CY1083 CY1083 STATION RECOVERY (1968) CY1083 CY1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 CY1083'MARK IS LOCATED APPROXIMATELY 11.0 AIRMILES (NE) OF DUNCAN, CY1083'ARIZONA. 11.5 AIRMILES (N) OF VIRDEN, NEW MEXICO. CY1083' CY1083'TO REACH MARK FROM INTERSECTION OF U.S. HWY 70 AND STATE HWY CY1083'75 IN DUNCAN, ARIZONA, GO (NE) ON STATE HWY 75 FOR 0.6 MILE CY1083'TO Y-INTERSECTION, TURN LEFT (N) ON HWY 75 AND GO 0.7 MILE CY1083'TO SIDE ROAD RIGHT, TURN RIGHT (NE) ON SIDE ROAD AND GO 10.0 CY1083'MILES TO Y-INTERSECTION, TURN LEFT (N) AND GO 0.2 MILE TO CY1083'ANOTHER Y-INTERSECTION AND ROAD SIGNS CARLILE MINE THYGERSON CY1083'RANCH AND EAST CAMP MINE, TURN LEFT (N) AND GO 1.8 MILES AND CY1083'PARK ON LEFT SIDE OF ROAD. PACK ON FOOT (NW) 0.8 MILE TO TOP CY1083'OF HILL, FOLLOW WASH ON TOP, FOLLOW RIDGE OF HILL (N) 0.5 CY1083'MILE TO HIGH POINT OF HILL AND STATION SITE (1 HOUR 40 MINUTE CY1083'PACK). CY1083' CY1083'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK CY1083'PROTRUDING 4 IN ABOVE GROUND. STAMPED LINE 1910 1934. CY1083' CY1083'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 5 IN CY1083'ABOVE GROUND. STAMPED LINE NO 1 1910 1934. IT IS LOCATED CY1083'23.79 FT (NE) OF MARK ON A MAG. AZ. OF 50 DEG AND A D.E. OF -1.46 CY1083'FT. CY1083' CY1083'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING CY1083'4 IN ABOVE GROUND. STAMPED LINE NO 2 1910 1934. IT IS LOCATED CY1083'38.45 FT (SE) OF MARK ON A MAG. AZ. OF 145 DEG AND A D.E. OF -2.30 CY1083'FT. CY1083' CY1083'AZIMUTH MARK WAS SEARCHED FOR, BUT NOT RECOVERED. CY1083' CY1083'CONDITION OF EXISTING MARKS IS EXCELLENT. VIEW IN ALL DIRECTIONS CY1083'IS EXCELLENT.