The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.85 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 14, 2003 GT0999 *********************************************************************** GT0999 DESIGNATION - LEMOORE RESET GT0999 PID - GT0999 GT0999 STATE/COUNTY- CA/KINGS GT0999 USGS QUAD - LEMOORE (1954) GT0999 GT0999 *CURRENT SURVEY CONTROL GT0999 ___________________________________________________________________ GT0999* NAD 83(1992)- 36 18 14.61081(N) 119 46 56.06545(W) ADJUSTED GT0999* NAVD 88 - 66.6 (meters) 219. (feet) GPS OBS GT0999 ___________________________________________________________________ GT0999 EPOCH DATE - 1991.35 GT0999 X - -2,556,104.391 (meters) COMP GT0999 Y - -4,466,419.510 (meters) COMP GT0999 Z - 3,755,454.027 (meters) COMP GT0999 LAPLACE CORR- 4.12 (seconds) DEFLEC99 GT0999 ELLIP HEIGHT- 33.38 (meters) (01/22/97) GPS OBS GT0999 GEOID HEIGHT- -33.20 (meters) GEOID99 GT0999 GT0999 HORZ ORDER - B GT0999 VERT ORDER - FIRST CLASS II (See Below) GT0999 ELLP ORDER - FOURTH CLASS II GT0999 GT0999.The horizontal coordinates were established by GPS observations GT0999.and adjusted by the National Geodetic Survey in May 1992. GT0999.The horizontal coordinates are valid at the epoch date displayed above. GT0999.The epoch date for horizontal control is a decimal equivalence GT0999.of Year/Month/Day. GT0999 GT0999.The orthometric height was determined by GPS observations and a GT0999.high-resolution geoid model. GT0999.The vertical order pertains to the superseded datum. GT0999 GT0999.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0999 GT0999.The Laplace correction was computed from DEFLEC99 derived deflections. GT0999 GT0999.The ellipsoidal height was determined by GPS observations GT0999.and is referenced to NAD 83. GT0999 GT0999.The geoid height was determined by GEOID99. GT0999 GT0999; North East Units Scale Converg. GT0999;SPC CA 4 - 607,999.055 1,929,745.894 MT 0.99995644 -0 28 00.0 GT0999;SPC CA 4 - 1,994,743.57 6,331,174.65 sFT 0.99995644 -0 28 00.0 GT0999;UTM 11 - 4,021,266.713 250,179.803 MT 1.00036903 -1 38 53.3 GT0999 GT0999: Primary Azimuth Mark Grid Az GT0999:SPC CA 4 - LEMOORE AZ MK 358 55 45.9 GT0999:UTM 11 - LEMOORE AZ MK 000 06 39.2 GT0999 GT0999|---------------------------------------------------------------------| GT0999| PID Reference Object Distance Geod. Az | GT0999| dddmmss.s | GT0999| GT1000 LEMOORE RM 1 36.649 METERS 02122 | GT0999| GT1982 LUCERNE WINERY WATER TANK APPROX.12.6 KM 0482329.3 | GT0999| GT1981 HANFORD KINGS COUNTY HOSP TANK APPROX.10.9 KM 0751840.9 | GT0999| GT1979 ARMONA MUNICIPAL TANK APPROX. 6.6 KM 0794931.6 | GT0999| GT2022 LEMOORE MUNICIPAL TANK 406.824 METERS 2691100.7 | GT0999| GT1001 LEMOORE RM 2 37.625 METERS 32325 | GT0999| GT1009 LEMOORE AZ MK 3582745.9 | GT0999|---------------------------------------------------------------------| GT0999 GT0999 SUPERSEDED SURVEY CONTROL GT0999 GT0999 ELLIP H (05/15/92) 33.61 (m) GP(1991.35) 4 2 GT0999 NAD 83(1986)- 36 18 14.60941(N) 119 46 56.06154(W) AD(1984.00) 1 GT0999 NAD 27 - 36 18 14.79150(N) 119 46 52.58400(W) AD( ) 1 GT0999 NGVD 29 (??/??/92) 67.217 (m) 220.53 (f) ADJ UNCH 1 2 GT0999 GT0999.Superseded values are not recommended for survey control. GT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0999.See file dsdata.txt to determine how the superseded data were derived. GT0999 GT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5018021267(NAD 83) GT0999_MARKER: DS = TRIANGULATION STATION DISK GT0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0999_STAMPING: LEMOORE 1944 1961 GT0999_MARK LOGO: CGS GT0999_MAGNETIC: N = NO MAGNETIC MATERIAL GT0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0999+STABILITY: SURFACE MOTION GT0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0999+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1996 GT0999 GT0999 HISTORY - Date Condition Report By GT0999 HISTORY - 1961 MONUMENTED CGS GT0999 HISTORY - 1962 GOOD NGS GT0999 HISTORY - 1962 GOOD CGS GT0999 HISTORY - 1970 GOOD NGS GT0999 HISTORY - 1972 GOOD NGS GT0999 HISTORY - 19910513 GOOD NGS GT0999 HISTORY - 19930329 GOOD CADT GT0999 HISTORY - 19931018 GOOD CADT GT0999 HISTORY - 19940113 GOOD NGS GT0999 HISTORY - 19960329 GOOD CADT GT0999 GT0999 STATION DESCRIPTION GT0999 GT0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR) GT0999'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE GT0999'RECOVERED. THE SURFACE MARK HAD BEEN BROKEN OFF AT GROUND GT0999'LEVEL AND THE DISK WAS NOT FOUND. A NEW SURFACE MARK WAS SET GT0999'PRECISELY OVER THE UNDERGROUND MARK. FOLLOWING IS A NEW AND GT0999'COMPLETE DESCRIPTION. GT0999' GT0999'THE STATION IS 0.2 MILE EAST OF THE SOUTHERN PACIFIC RAILROAD GT0999'DEPOT IN LEMOORE, ON THE NORTH RIGHT-OF-WAY OF THE RAILROAD GT0999'AND NEAR THE APPROXIMATE CENTER OF A GRASS COVERED STRIP GT0999'LYING BETWEEN THE RAILROAD TRACKS AND F STREET. GT0999' GT0999'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED LEMOORE GT0999'1944 1961, SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST GT0999'FLUSH WITH THE GROUND. IT IS 427.3 FEET WEST OF THE CENTERLINE OF GT0999'LEMOORE AVENUE, 76.5 FEET SOUTH OF THE CENTER OF F STREET, GT0999'65.26 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACKS, AND GT0999'42.1 FEET SOUTH OF A TELEPHONE LINE POLE NUMBERED 32 D. A GT0999'METAL, WITNESS SIGNPOST WAS SET 1.4 FEET NORTH OF THE MARK. THE GT0999'UNDERGROUND MARK IS A STANDARD DISK, STAMPED LEMOORE GT0999'1944, SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES GT0999'BELOW THE GROUND SURFACE. (NOTES 1A AND 7A) GT0999' GT0999'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEMOORE NO 1 1944, GT0999'SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING GT0999'6 INCHES. IT IS 27.4 FEET NORTH OF THE CENTER OF F STREET, GT0999'35 FEET EAST OF THE CENTER OF ARMSTRONG STREET AND 1 FOOT GT0999'EAST OF TELEPHONE LINE POLE NUMBERED 319 E. GT0999' GT0999'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED, LEMOORE NO 2 GT0999'1944, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING GT0999'8 INCHES. IT IS 35.8 FEET NORTH OF THE CENTER OF F STREET, GT0999'83 FEET WEST OF THE CENTER OF ARMSTRONG STREET, 53.7 FEET GT0999'WEST-NORTHWEST OF A STREET LIGHT POLE AND 23.9 FEET SOUTHWEST GT0999'OF A HOUSE NUMBERED 104 AND UNDER A HEDGE. GT0999' GT0999'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED, LEMOORE 1944, GT0999'SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING GT0999'6 INCHES. IT IS ABOUT 100 FEET SOUTH-SOUTHEAST OF A HOUSE GT0999'NUMBERED 18106, 102.8 FEET WEST OF THE WEST END OF A HEADWALL GT0999'OF A CONCRETE CULVERT ON THE SOUTH SIDE OF THE HIGHWAY, 29.3 GT0999'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 198, 1 FOOT SOUTH GT0999'OF AN EAST-WEST FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST GT0999'AND 1.6 FEET SOUTHWEST OF A WITNESS POST. TO REACH THE GT0999'MARK FROM THE STATION, GO EAST FOR 0.1 MILE, TURN LEFT AND GT0999'GO NORTH ON LEMOORE AVENUE FOR 0.6 MILE, TURN LEFT AND GO GT0999'WEST ON HIGHWAY 198 FOR 0.1 MILE TO THE MARK ON THE LEFT. GT0999' GT0999'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. GT0999 GT0999 STATION RECOVERY (1962) GT0999 GT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 GT0999'AT LEMOORE. GT0999'AT LEMOORE, 0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY GT0999'RAILROAD FROM THE STATION, AT THE T JUNCTION OF F STREET AND GT0999'ARMSTRONG AVENUE, 121 FEET SOUTH-SOUTHWEST AND ACROSS THE STREET GT0999'FROM LEMOORE R.M. 1, 45.9 FEET NORTH OF THE NORTH RAIL OF A SPUR GT0999'TRACK, 74 FEET SOUTH OF THE CENTER LINE OF THE STREET, 29 FEET GT0999'WEST OF THE EXTENDED CENTER LINE OF THE AVENUE, 41 FEET SOUTH OF GT0999'TELEPHONE POLE 320 WITH THREE GUY WIRES, 1.6 FEET SOUTH OF A GT0999'WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE STREET, AND SET IN GT0999'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GT0999 GT0999 STATION RECOVERY (1962) GT0999 GT0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CS) GT0999'AT LEMOORE, 0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY GT0999'RAILROAD FROM THE STATION, AT THE T JUNCTION OF F STREET GT0999'AND ARMSTRONG AVENUE, 121 FEET SOUTH-SOUTHWEST AND ACROSS GT0999'THE STREET FROM LEMOORE R.M. 1, 45.9 FEET NORTH OF THE NORTH GT0999'RAIL OF A SPUR TRACK, 74 FEET SOUTH OF THE CENTER LINE OF GT0999'THE STREET, 29 FEET WEST OF THE EXTENDED CENTER LINE OF THE GT0999'AVENUE, 41 FEET SOUTH OF TELEPHONE POLE 320 WITH THREE GUY GT0999'WIRES, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER GT0999'THAN THE STREET, AND SET IN THE TOP OF A CONCRETE POST GT0999'PROJECTING 0.1 FOOT ABOVE THE GROUND. GT0999 GT0999 STATION RECOVERY (1970) GT0999 GT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (KWS) GT0999'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. GT0999'THE STATION WAS UNDER FOUR INCHES OF SOIL. THE DESCRIPTION IS GT0999'ADEQUATE AS DESCRIBED. GT0999' GT0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LEMOORE GT0999 GT0999 STATION RECOVERY (1972) GT0999 GT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (TW) GT0999'THE 1961 TO REACH DESCRIPTION WAS FOUND ADEQUATE TO LOCATE GT0999'STATION. GT0999' GT0999'STATION MARK, REFERENCE MARKS NUMBER 1, 2 AND AZIMUTH MARK GT0999'WERE ALL FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1961. GT0999' GT0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE CITY GT0999'OF LEMOORE GT0999 GT0999 STATION RECOVERY (1991) GT0999 GT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 GT0999'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST OF VISALIA, AT GT0999'LEMOORE NEAR THE INTERSECTION OF F STREET AND ARMSTRONG AVENUE, ABOUT GT0999'0.2 MI (0.3 KM) EAST ALONG THE SOUTHERN PACIFIC RAILROAD TRACKS FROM GT0999'THE RAILROAD STATION. GT0999'TO REACH THE STATION FROM THE POST OFFICE IN LEMOORE (JUNCTION OF C GT0999'STREET AND FOLLETT STREET), GO NORTH ON FOLLETT STREET FOR 0.32 KM GT0999'(0.20 MI) TO A CROSS STREET. TURN RIGHT AND GO EAST ON F STREET FOR GT0999'0.14 KM (0.09 MI) TO ARMSTRONG STREET ON THE LEFT AND THE STATION ON GT0999'THE RIGHT, BETWEEN F STREET AND THE SOUTHERN PACIFIC RAILROAD TRACKS. GT0999'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 10-INCH SQUARE GT0999'CONCRETE POST AND RECESSED 0.4 FT (0.1 M) BELOW THE GROUND. LOCATED GT0999'37.64 M (123.49 FT) SOUTHEAST OF RM 2, 30.48 M (100.00 FT) SOUTH OF GT0999'THE NORTH FACE OF CURB OF F STREET, 17.9 M (58.7 FT) SOUTH-SOUTHWEST GT0999'FROM A POST AND SIGN (LEMOORE ANIMAL CLINIC 1 BLOCK), 8.9 M GT0999'(29.2 FT) SOUTHWEST FROM THE EXTENDED CENTERLINE OF ARMSTRONG STREET GT0999'AND 0.4 M (1.3 FT) NORTHEAST FROM A WITNESS POST. GT0999'STATION IS ALSO A BENCHMARK. GT0999 GT0999 STATION RECOVERY (1993) GT0999 GT0999'RECOVERY NOTE BY CALTRANS 1993 (DAB) GT0999'RECOVERED AS DESCRIBED. GT0999 GT0999 STATION RECOVERY (1993) GT0999 GT0999'RECOVERY NOTE BY CALTRANS 1993 (RGD) GT0999'RECOVERED AS DESCRIBED. GT0999 GT0999 STATION RECOVERY (1994) GT0999 GT0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) GT0999'THE STATION IS LOCATED ABOUT 23 KM (14.3 MI) WEST OF VISALIA, AT GT0999'LEMOORE NEAR THE INTERSECTION OF F STREET AND ARMSTRONG AVENUE, 0.3 KM GT0999'(0.2 MI) EAST ALONG THE SOUTHERN PACIFIC RAILROAD TRACKS FROM THE GT0999'RAILROAD STATION. OWNERSHIP--SOUTHERN PACIFIC RAILROAD. TO REACH FROM GT0999'THE POST OFFICE IN LEMOORE (JUNCTION OF C STREET AND FOLLETT STREET), GT0999'GO NORTH ON FOLLETT STREET FOR 0.3 KM (0.2 MI) TO A CROSS STREET. GT0999'TURN RIGHT, EAST, ON F STREET FOR 0.15 KM (0.09 MI) TO ARMSTRONG GT0999'STREET ON THE LEFT AND THE STATION ON THE RIGHT IN THE RAILROAD GT0999'RIGHT-OF-WAY. STATION MARK IS A STANDARD CGS TRIANGULATION DISK SET IN GT0999'THE TOP OF A 30 CM SQUARE CONCRETE POST RECESSED 10 CM. IT IS 37.6 M GT0999'(123.4 FT) SOUTHEAST OF RM 2, 30.5 M (100.1 FT) SOUTH OF A POST AND GT0999'SIGN LEMOORE ANIMAL CLINIC 1 BLOCK, 8.9 M (29.2 FT) SOUTHWEST OF THE GT0999'EXTENDED CENTER OF ARMSTRONG STREET, AND 0.6 M (2.0 FT) NORTHEAST OF A GT0999'WITNESS POST. GT0999 GT0999 STATION RECOVERY (1996) GT0999 GT0999'RECOVERY NOTE BY CALTRANS 1996 (RGD) GT0999'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:04