National Geodetic Survey, Retrieval Date = MARCH 18, 2001 FO0960 *********************************************************************** FO0960 DESIGNATION - ORTIZ FO0960 PID - FO0960 FO0960 STATE/COUNTY- NM/SANTA FE FO0960 USGS QUAD - GOLDEN (1990) FO0960 FO0960 *CURRENT SURVEY CONTROL FO0960 ___________________________________________________________________ FO0960* NAD 83(1992)- 35 20 07.61161(N) 106 10 10.48895(W) ADJUSTED FO0960* NAVD 88 - 2712.7 (meters) 8900. (feet) VERTCON FO0960 ___________________________________________________________________ FO0960 LAPLACE CORR- 3.52 (seconds) DEFLEC99 FO0960 GEOID HEIGHT- -19.57 (meters) GEOID99 FO0960 FO0960 HORZ ORDER - THIRD FO0960 FO0960.The horizontal coordinates were established by classical geodetic methods FO0960.and adjusted by the National Geodetic Survey in December 1993. FO0960 FO0960.The NAVD 88 height was computed by applying the VERTCON shift value to FO0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FO0960 FO0960.The Laplace correction was computed from DEFLEC99 derived deflections. FO0960 FO0960.The geoid height was determined by GEOID99. FO0960 FO0960; North East Units Scale Converg. FO0960;SPC NM C - 480,789.251 507,310.554 MT 0.99990066 +0 02 47.4 FO0960;UTM 13 - 3,910,871.462 393,708.784 MT 0.99973923 -0 40 35.4 FO0960 FO0960: Primary Azimuth Mark Grid Az FO0960:SPC NM C - LONE 114 13 32.5 FO0960:UTM 13 - LONE 114 56 55.3 FO0960 FO0960|---------------------------------------------------------------------| FO0960| PID Reference Object Distance Geod. Az | FO0960| dddmmss.s | FO0960| FO0959 LONE APPROX. 6.2 KM 1141619.9 | FO0960|---------------------------------------------------------------------| FO0960 FO0960 SUPERSEDED SURVEY CONTROL FO0960 FO0960 NAD 83(1986)- 35 20 07.61874(N) 106 10 10.49099(W) AD( ) 3 FO0960 NAD 27 - 35 20 07.48779(N) 106 10 08.42075(W) AD( ) 3 FO0960 NGVD 29 - 2711.7 (m) 8897. (f) VERT ANG FO0960 FO0960.Superseded values are not recommended for survey control. FO0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FO0960.See file dsdata.txt to determine how the superseded data were derived. FO0960 FO0960_MARKER: DD = SURVEY DISK FO0960_SETTING: 66 = SET IN ROCK OUTCROP FO0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FO0960+STABILITY: POSITION/ELEVATION WELL FO0960 FO0960 HISTORY - Date Condition Recov. By FO0960 HISTORY - 1958 MONUMENTED USGS FO0960 FO0960 STATION DESCRIPTION FO0960 FO0960'DESCRIBED BY US GEOLOGICAL SURVEY 1958 FO0960'STATION IS LOCATED ABOUT 5 MI. S. AND 1 MI. W. OF MADRID, ON THE FO0960'HIGHEST POINT OF THE HIGHEST PEAK IN THE ORTIZ MOUNTAINS. IT IS ON FO0960'THE N. RIM OF AN OLD PROSPECT HOLE AND ON THE S. POINT OF A LONG TOP. FO0960' FO0960'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE FO0960'HIGHWAY 10, TAKE STATE HIGHWAY 10 S. 14.5 MI., ACROSS BRIDGE OVER FO0960'GALISTEO ARROYO, TO A T-RD. LEFT, PASSING BETWEEN TWO DWELLINGS AND FO0960'LEADING TO THE ROBINSONS DOLORES SPRINGS RANCH HEADQUARTERS, GO 8.2 FO0960'MI. ALONG THIS RD. TO THE DOLORES SPRINGS RANCH HEADQUARTERS AND A RD. FO0960'FORK, GO RIGHT 0.8 MI. TO A RD. FORK, GO RIGHT 0.8 MI. TO THE RUIN OF FO0960'AN OLD MINE, BEAR RIGHT ALONG A TRAIL, PAST THE RUINS OF AN OLD FO0960'BUILDING AND PROCEED TOWARD SADDLE AS FAR AS POSSIBLE. LEAVE VEHICLE FO0960'AND CLIMB RIDGE W. TO TOP AND STATION. ABOUT A 1 HOUR AND 45 MINUTE FO0960'PACK. FO0960' FO0960'STATION MARK--STANDARD TABLET, SET IN BEDROCK, AND STAMPED ---ORTIZ FO0960'1958---. FO0960' FO0960'REFERENCE MARKS--NONE.