National Geodetic Survey, Retrieval Date = JULY 25, 2007 HR2866 *********************************************************************** HR2866 DESIGNATION - CASTLE HR2866 PID - HR2866 HR2866 STATE/COUNTY- CA/MADERA HR2866 USGS QUAD - CASCADEL POINT (1982) HR2866 HR2866 *CURRENT SURVEY CONTROL HR2866 ___________________________________________________________________ HR2866* NAD 83(1992)- 37 11 06.19460(N) 119 26 33.36472(W) ADJUSTED HR2866* NAVD 88 - 1239.1 (meters) 4065. (feet) VERTCON HR2866 ___________________________________________________________________ HR2866 EPOCH DATE - 1991.35 HR2866 LAPLACE CORR- 15.53 (seconds) DEFLEC99 HR2866 GEOID HEIGHT- -28.66 (meters) GEOID03 HR2866 HR2866 HORZ ORDER - THIRD HR2866 HR2866.The horizontal coordinates were established by classical geodetic methods HR2866.and adjusted by the National Geodetic Survey in March 1994. HR2866.The horizontal coordinates are valid at the epoch date displayed above. HR2866.The epoch date for horizontal control is a decimal equivalence HR2866.of Year/Month/Day. HR2866 HR2866.The NAVD 88 height was computed by applying the VERTCON shift value to HR2866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR2866 HR2866.The Laplace correction was computed from DEFLEC99 derived deflections. HR2866 HR2866.The geoid height was determined by GEOID03. HR2866 HR2866; North East Units Scale Factor Converg. HR2866;SPC CA 3 - 576,558.624 2,093,888.142 MT 0.99997764 +0 38 50.5 HR2866;SPC CA 3 - 1,891,592.75 6,869,698.01 sFT 0.99997764 +0 38 50.5 HR2866;UTM 11 - 4,118,195.647 283,176.906 MT 1.00017916 -1 28 36.7 HR2866 HR2866! - Elev Factor x Scale Factor = Combined Factor HR2866!SPC CA 3 - 0.99981009 x 0.99997764 = 0.99978773 HR2866!UTM 11 - 0.99981009 x 1.00017916 = 0.99998922 HR2866 HR2866|---------------------------------------------------------------------| HR2866| PID Reference Object Distance Geod. Az | HR2866| dddmmss.s | HR2866| CS5563 CASTLE RM 1 2.720 METERS 23541 | HR2866| CS5564 CASTLE RM 2 2.720 METERS 32109 | HR2866|---------------------------------------------------------------------| HR2866 HR2866 SUPERSEDED SURVEY CONTROL HR2866 HR2866 NAD 83(1986)- 37 11 06.19488(N) 119 26 33.36434(W) AD(1984.00) 3 HR2866 NGVD 29 (03/15/91) 1238.1 (m) 4062. (f) VERT ANG HR2866 HR2866.Superseded values are not recommended for survey control. HR2866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR2866.See file dsdata.txt to determine how the superseded data were derived. HR2866 HR2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB8317718196(NAD 83) HR2866_MARKER: DS = TRIANGULATION STATION DISK HR2866_SETTING: 80 = SET IN A BOULDER HR2866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR2866+STABILITY: SURFACE MOTION HR2866 HR2866 HISTORY - Date Condition Report By HR2866 HISTORY - 1941 MONUMENTED USGS HR2866 HISTORY - 1951 GOOD USGS HR2866 HR2866 STATION DESCRIPTION HR2866 HR2866'DESCRIBED BY US GEOLOGICAL SURVEY 1941 HR2866'LOCATED ABOUT 5 MI FROM NORTH FORK SIERRA NATIONAL FOREST HR2866'HEADQUARTERS. ON TOP OF TIMBERED RIDGE WITH USFS LOT ON BARE, HR2866'GRASSY KNOLL. HR2866' HR2866'TO REACH FROM SIERRA NATIONAL FOREST HEADQUARTERS AT NORTH FORK, HR2866'GO 0.9 MI ON RD. TO SOUTH FORK MARKET. PASS OVER METAL BRIDGE HR2866'ACROSS RIVER 0.8 MI. GO 0.5 MI TO RD. FORKS AND SIGN HR2866'ITALIAN BAR 10 MI-NORTH FORK AIRPORT. TURN RIGHT 7 MI TO SIGN HR2866'CASTLE PEAK LO. TURN LEFT UP HILL AND DRIVE 1.5 MI TO TOP AND HR2866'STATION. HR2866' HR2866'STATION MARK--STANDARD TABLET STAMPED---CASTLE PK 1941---, SET IN HR2866'ROCK IN GROUND DIRECTLY UNDER USFS FIRE LOH ON METAL TOWER. HR2866' HR2866'RM 1--CHISELED CROSS ON VERTICAL FACE OF CEMENT PIER. HR2866' HR2866'RM 2--CHISELED CROSS ON VERTICAL FACE OF CONCRETE PIER. HR2866 HR2866 STATION RECOVERY (1951) HR2866 HR2866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 HR2866'RECOVERED AS DESCRIBED BY USGS. ALL MARKS IN GOOD CONDITION. HR2866'STATION MARK STAMPED---CASTLE 1941---INSTEAD OF CASTLE PK 1941.