1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0950 *********************************************************************** GT0950 DESIGNATION - 250 GT0950 PID - GT0950 GT0950 STATE/COUNTY- CA/KINGS GT0950 USGS QUAD - HANFORD (1954) GT0950 GT0950 *CURRENT SURVEY CONTROL GT0950 ___________________________________________________________________ GT0950* NAD 83(1986)- 36 19 41. (N) 119 38 50. (W) SCALED GT0950* NAVD 88 - 75.58 (+/-2cm) 248.0 (feet) VERTCON GT0950 ___________________________________________________________________ GT0950 GEOID HEIGHT- -32.67 (meters) GEOID03 GT0950 GT0950 VERT ORDER - THIRD (See Below) GT0950 GT0950.The horizontal coordinates were scaled from a topographic map and have GT0950.an estimated accuracy of +/- 6 seconds. GT0950 GT0950.The NAVD 88 height was computed by applying the VERTCON shift value to GT0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0950.The vertical order pertains to the NGVD 29 superseded value. GT0950 GT0950.The geoid height was determined by GEOID03. GT0950 GT0950; North East Units Estimated Accuracy GT0950;SPC CA 4 - 610,570. 1,941,890. MT (+/- 180 meters Scaled) GT0950 GT0950 SUPERSEDED SURVEY CONTROL GT0950 GT0950 NGVD 29 (??/??/??) 74.74 (m) 245.2 (f) RESET 3 GT0950 GT0950.Superseded values are not recommended for survey control. GT0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0950.See file dsdata.txt to determine how the superseded data were derived. GT0950 GT0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA623235(NAD 83) GT0950_MARKER: DD = SURVEY DISK GT0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0950_SP_SET: BALUSTRADE GT0950_STAMPING: 250 465 G GT0950_MARK LOGO: USGS GT0950_PROJECTION: FLUSH GT0950_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0950+STABILITY: SURFACE MOTION GT0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT0950+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0950 GT0950 HISTORY - Date Condition Report By GT0950 HISTORY - 1954 MONUMENTED NGS GT0950 HISTORY - 1954 GOOD NGS GT0950 HISTORY - 1970 GOOD NGS GT0950 HISTORY - 20040706 GOOD CADT GT0950 GT0950 STATION DESCRIPTION GT0950 GT0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 GT0950'AT HANFORD. GT0950'AT HANFORD, AT THE INTERSECTION OF WEST 8TH AND NORTH IRWIN GT0950'STREETS, AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP GT0950'OF THE FIRST LEDGE OF THE EAST GRANITE BALUTRADE, AND 3.4 FEET GT0950'ABOVE THE GROUND. NEAR THE CENTER OF THE NORTH EDGE OF SECTION 6, GT0950'T18S, R21E. GT0950 GT0950 STATION RECOVERY (1970) GT0950 GT0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0950'RECOVERED IN GOOD CONDITION. GT0950 GT0950 STATION RECOVERY (2004) GT0950 GT0950'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0950'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0950'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0950'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0989 *********************************************************************** GT0989 DESIGNATION - C 1229 GT0989 PID - GT0989 GT0989 STATE/COUNTY- CA/KINGS GT0989 USGS QUAD - LEMOORE (1954) GT0989 GT0989 *CURRENT SURVEY CONTROL GT0989 ___________________________________________________________________ GT0989* NAD 83(1986)- 36 16 10. (N) 119 48 27. (W) SCALED GT0989* NAVD 88 - 64.61 (+/-2cm) 212.0 (feet) VERTCON GT0989 ___________________________________________________________________ GT0989 GEOID HEIGHT- -33.31 (meters) GEOID03 GT0989 GT0989 VERT ORDER - SECOND CLASS 0 (See Below) GT0989 GT0989.The horizontal coordinates were scaled from a topographic map and have GT0989.an estimated accuracy of +/- 6 seconds. GT0989 GT0989.The NAVD 88 height was computed by applying the VERTCON shift value to GT0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0989.The vertical order pertains to the NGVD 29 superseded value. GT0989 GT0989.The geoid height was determined by GEOID03. GT0989 GT0989; North East Units Estimated Accuracy GT0989;SPC CA 4 - 604,180. 1,927,450. MT (+/- 180 meters Scaled) GT0989 GT0989 SUPERSEDED SURVEY CONTROL GT0989 GT0989 NGVD 29 (??/??/92) 63.746 (m) 209.14 (f) ADJ UNCH 2 0 GT0989 GT0989.Superseded values are not recommended for survey control. GT0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0989.See file dsdata.txt to determine how the superseded data were derived. GT0989 GT0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA478174(NAD 83) GT0989_MARKER: DD = SURVEY DISK GT0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0989_SP_SET: CULVERT GT0989_STAMPING: C1229 1972 GT0989_MARK LOGO: CGS GT0989_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0989+STABILITY: SURFACE MOTION GT0989 GT0989 HISTORY - Date Condition Report By GT0989 HISTORY - 1972 MONUMENTED CGS GT0989 HISTORY - 1982 GOOD LOCSUR GT0989 HISTORY - 20040701 GOOD CADT GT0989 GT0989 STATION DESCRIPTION GT0989 GT0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 GT0989'2.8 MI SW FROM LEMOORE. GT0989'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, GT0989'THENCE 1.85 MILES SOUTH ALONG STATE HIGHWAY 41, 0.9 MILE SOUTH OF GT0989'THE JUNCTION OF STATE HIGHWAY 198, AT THE CROSSING OF A CANAL, IN GT0989'THE TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE GT0989'HEAD WALL OF A LARGE CULVERT, 43 FEET WEST OF THE CENTER LINE OF GT0989'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. SECTION 16, T19S, GT0989'R20E. GT0989 GT0989 STATION RECOVERY (1982) GT0989 GT0989'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 GT0989'RECOVERED IN GOOD CONDITION. GT0989 GT0989 STATION RECOVERY (2004) GT0989 GT0989'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0989'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0989'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0989'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6686 *********************************************************************** DH6686 HT_MOD - This is a Height Modernization Survey Station. DH6686 DESIGNATION - CONNOR DH6686 PID - DH6686 DH6686 STATE/COUNTY- CA/KINGS DH6686 USGS QUAD - MONSON (1969) DH6686 DH6686 *CURRENT SURVEY CONTROL DH6686 ___________________________________________________________________ DH6686* NAD 83(1998)- 36 25 10.22978(N) 119 17 46.24569(W) ADJUSTED DH6686* NAVD 88 - 97.61 (meters) 320.2 (feet) GPS OBS DH6686 ___________________________________________________________________ DH6686 EPOCH DATE - 2004.50 DH6686 X - -2,514,418.962 (meters) COMP DH6686 Y - -4,481,342.067 (meters) COMP DH6686 Z - 3,765,790.197 (meters) COMP DH6686 LAPLACE CORR- 6.07 (seconds) DEFLEC99 DH6686 ELLIP HEIGHT- 66.37 (meters) (06/30/05) GPS OBS DH6686 GEOID HEIGHT- -31.21 (meters) GEOID03 DH6686 DH6686 HORZ ORDER - B DH6686 ELLP ORDER - FOURTH CLASS I DH6686 DH6686.The horizontal coordinates were established by GPS observations DH6686.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6686.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6686.DATUM ITEM on the data sheet items page. DH6686.The horizontal coordinates are valid at the epoch date displayed above. DH6686.The epoch date for horizontal control is a decimal equivalence DH6686.of Year/Month/Day. DH6686 DH6686.The orthometric height was determined by GPS observations and a DH6686.high-resolution geoid model using precise GPS observation and DH6686.processing techniques. DH6686 DH6686.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6686 DH6686.The Laplace correction was computed from DEFLEC99 derived deflections. DH6686 DH6686.The ellipsoidal height was determined by GPS observations DH6686.and is referenced to NAD 83. DH6686 DH6686.The geoid height was determined by GEOID03. DH6686 DH6686; North East Units Scale Factor Converg. DH6686;SPC CA 4 - 620,564.239 1,973,438.971 MT 0.99994721 -0 10 36.1 DH6686;SPC CA 4 - 2,035,967.84 6,474,524.36 sFT 0.99994721 -0 10 36.1 DH6686;UTM 11 - 4,032,929.482 294,136.012 MT 1.00012218 -1 21 49.3 DH6686 DH6686! - Elev Factor x Scale Factor = Combined Factor DH6686!SPC CA 4 - 0.99998958 x 0.99994721 = 0.99993679 DH6686!UTM 11 - 0.99998958 x 1.00012218 = 1.00011176 DH6686 DH6686 SUPERSEDED SURVEY CONTROL DH6686 DH6686.No superseded survey control is available for this station. DH6686 DH6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA9413632929(NAD 83) DH6686_MARKER: DD = SURVEY DISK DH6686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6686_STAMPING: CONNOR 2004 DH6686_MARK LOGO: CADT DH6686_PROJECTION: FLUSH DH6686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6686+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 DH6686_ROD/PIPE-DEPTH: 6.1 meters DH6686_SLEEVE-DEPTH : 1.2 meters DH6686 DH6686 HISTORY - Date Condition Report By DH6686 HISTORY - 20031021 MONUMENTED CADT DH6686 DH6686 STATION DESCRIPTION DH6686 DH6686'DESCRIBED BY CALTRANS 2003 (AO) DH6686'THE STATION IS ABOUT 12 MILES SOUTHEAST OF THE TOWN OF KINGSBURG AND 4 DH6686'MILES NORTH OF THE CITY OF VISALIA. TO REACH THE STATION FROM THE DH6686'INTERSECTION OF STATE ROUTE 198 AND STATE ROUTE 63 (COURT STREET) IN DH6686'THE CITY OF VISALIA, GO NORTH ON STATE ROUTE 63 (COURT STREET) FOR 0.7 DH6686'MILES TO THE LINCOLN PARK OVAL, GO RIGHT (COUNTERCLOCKWISE) AROUND THE DH6686'OVAL FOR 0.2 MILES TO NORTHWEST 3RD AVENUE, TURN RIGHT (NORTHWEST) DH6686'AND GO 0.1 MILES ALONG STATE ROUTE 63 (NORTHWEST 3RD AVENUE) TO THE DH6686'INTERSECTION OF HOUSTON AVENUE AND STATE ROUTE 63, CONTINUE NORTH ON DH6686'STATE ROUTE 63 (DINUBA BLVD) FOR 5.3 MILES TO THE STATION ON THE LEFT DH6686'(WEST). THE MONUMENT IS A 3.5 INCH ALUMINUM DISK IN WELL, FLUSH, DH6686'STAMPED CONNOR 2004, SET ON A ROD DRIVEN 20 FT INTO THE GROUND, DH6686'52.82 FT WEST OF STATE ROUTE 63 (DINUBA BLVD) CENTERLINE, 23 FT DH6686'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 12.50 FT NORTHEAST OF A STAND DH6686'PIPE, AND 3.3 FT NORTHEAST OF AN ANGLE POINT IRON TUBING FENCE POST. DH6686'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6686'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0978 *********************************************************************** GT0978 DESIGNATION - D 1229 GT0978 PID - GT0978 GT0978 STATE/COUNTY- CA/KINGS GT0978 USGS QUAD - LEMOORE (1954) GT0978 GT0978 *CURRENT SURVEY CONTROL GT0978 ___________________________________________________________________ GT0978* NAD 83(1986)- 36 15 21. (N) 119 52 08. (W) SCALED GT0978* NAVD 88 - 63.90 (+/-2cm) 209.6 (feet) VERTCON GT0978 ___________________________________________________________________ GT0978 GEOID HEIGHT- -33.48 (meters) GEOID03 GT0978 GT0978 VERT ORDER - SECOND CLASS 0 (See Below) GT0978 GT0978.The horizontal coordinates were scaled from a topographic map and have GT0978.an estimated accuracy of +/- 6 seconds. GT0978 GT0978.The NAVD 88 height was computed by applying the VERTCON shift value to GT0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0978.The vertical order pertains to the NGVD 29 superseded value. GT0978 GT0978.The geoid height was determined by GEOID03. GT0978 GT0978; North East Units Estimated Accuracy GT0978;SPC CA 4 - 602,720. 1,921,920. MT (+/- 180 meters Scaled) GT0978 GT0978 SUPERSEDED SURVEY CONTROL GT0978 GT0978 NGVD 29 (??/??/92) 63.028 (m) 206.78 (f) ADJ UNCH 2 0 GT0978 GT0978.Superseded values are not recommended for survey control. GT0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0978.See file dsdata.txt to determine how the superseded data were derived. GT0978 GT0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA422161(NAD 83) GT0978_MARKER: DB = BENCH MARK DISK GT0978_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0978_SP_SET: CONC BASE GT0978_STAMPING: D 1229 1972 GT0978_MARK LOGO: CGS GT0978_MAGNETIC: N = NO MAGNETIC MATERIAL GT0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0978+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT0978 GT0978 HISTORY - Date Condition Report By GT0978 HISTORY - 1972 MONUMENTED CGS GT0978 HISTORY - 20040701 GOOD CADT GT0978 GT0978 STATION DESCRIPTION GT0978 GT0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 GT0978'5.2 MI W FROM LEMOORE. GT0978'5.2 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH GT0978'SCHOOL STADIUM AT LEMOORE, 0.5 MILE EAST OF BENCH MARK Y 961, GT0978'0.5 MILE WEST OF BENCH MARK G 808, AT THE CROSSING OF A STEEL GT0978'TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE CONCRETE GT0978'BASE OF THE NORTHWEST STEEL LEG OF TOWER 16-70, 0.8 FOOT NORTH GT0978'OF THE LEG, 76 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES GT0978'OF THE HIGHWAY, 150 FEET EAST OF THE SOUTHEAST CORNER OF AVENAL GT0978'CUT-OFF ROAD OVERPASS 45-59, 30 FEET NORTH OF THE CENTER LINE OF AN GT0978'ABANDONED ASPHALT ROAD WHICH IS UNDER THE TOWERS, ABOUT 4 FEET GT0978'LOWER THAN THE HIGHWAY, AND 1 FOOT ABOVE THE GROUND. SECTION GT0978'25, T19S, R 19E GT0978 GT0978 STATION RECOVERY (2004) GT0978 GT0978'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0978'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0978'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0978'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6649 *********************************************************************** DH6649 HT_MOD - This is a Height Modernization Survey Station. DH6649 DESIGNATION - DUDLEY DH6649 PID - DH6649 DH6649 STATE/COUNTY- CA/KINGS DH6649 USGS QUAD - WEST CAMP (1973) DH6649 DH6649 *CURRENT SURVEY CONTROL DH6649 ___________________________________________________________________ DH6649* NAD 83(1998)- 35 50 40.42596(N) 119 49 25.42452(W) ADJUSTED DH6649* NAVD 88 - 78.83 (meters) 258.6 (feet) GPS OBS DH6649 ___________________________________________________________________ DH6649 EPOCH DATE - 2004.50 DH6649 X - -2,574,273.334 (meters) COMP DH6649 Y - -4,490,621.118 (meters) COMP DH6649 Z - 3,714,250.737 (meters) COMP DH6649 LAPLACE CORR- -0.48 (seconds) DEFLEC99 DH6649 ELLIP HEIGHT- 44.16 (meters) (06/30/05) GPS OBS DH6649 GEOID HEIGHT- -34.63 (meters) GEOID03 DH6649 DH6649 HORZ ORDER - B DH6649 ELLP ORDER - FOURTH CLASS I DH6649 DH6649.The horizontal coordinates were established by GPS observations DH6649.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6649.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6649.DATUM ITEM on the data sheet items page. DH6649.The horizontal coordinates are valid at the epoch date displayed above. DH6649.The epoch date for horizontal control is a decimal equivalence DH6649.of Year/Month/Day. DH6649 DH6649.The orthometric height was determined by GPS observations and a DH6649.high-resolution geoid model using precise GPS observation and DH6649.processing techniques. DH6649 DH6649.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6649 DH6649.The Laplace correction was computed from DEFLEC99 derived deflections. DH6649 DH6649.The ellipsoidal height was determined by GPS observations DH6649.and is referenced to NAD 83. DH6649 DH6649.The geoid height was determined by GEOID03. DH6649 DH6649; North East Units Scale Factor Converg. DH6649;SPC CA 4 - 557,046.796 1,925,582.536 MT 1.00003302 -0 29 29.1 DH6649;SPC CA 4 - 1,827,577.70 6,317,515.37 sFT 1.00003302 -0 29 29.1 DH6649;UTM 11 - 3,970,390.168 244,972.831 MT 1.00040150 -1 39 16.0 DH6649 DH6649! - Elev Factor x Scale Factor = Combined Factor DH6649!SPC CA 4 - 0.99999307 x 1.00003302 = 1.00002609 DH6649!UTM 11 - 0.99999307 x 1.00040150 = 1.00039457 DH6649 DH6649 SUPERSEDED SURVEY CONTROL DH6649 DH6649.No superseded survey control is available for this station. DH6649 DH6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4497370390(NAD 83) DH6649_MARKER: DD = SURVEY DISK DH6649_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6649+WITH SETTING: PAVEMENT DH6649_SP_SET: SEE TEXT DH6649_STAMPING: DUDLEY 2004 DH6649_MARK LOGO: CSRC DH6649_MAGNETIC: N = NO MAGNETIC MATERIAL DH6649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6649+STABILITY: SURFACE MOTION DH6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6649+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004 DH6649 DH6649 HISTORY - Date Condition Report By DH6649 HISTORY - 20040601 MONUMENTED CSRC DH6649 DH6649 STATION DESCRIPTION DH6649 DH6649'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) DH6649'STATION IS ABOUT 15 MILES SOUTHEAST OF KETTLEMAN CITY. TO REACH FROM DH6649'I-5 AND THE UTICA AVE INTERCHANGE, WHICH IS ABOUT 7 MILES SOUTHEAST OF DH6649'KETTLEMAN CITY, GO WEST ON UTICA AVE. 0.2 KM (0.1MILES) TO 25TH AVE., DH6649'A PAVED SIDE ROAD TO THE LEFT. TURN LEFT ONTO 25TH AVE. AND GO SOUTH DH6649'3.2 KM (2.0 MILES) TO THE CALIFORNIA AQUEDUCT CROSSING. CONTINUE ON DH6649'25TH AVE. SOUTH 5.5 KM (3.4 MILES) TO A PAVED SIDE ROAD TO THE LEFT DH6649'AND THE ENTRANCE TO PARAMOUNT FARMS. TURN LEFT AND GO EAST 2.1 KM (1.3 DH6649'MILES) TO THE CALIFORNIA AQUEDUCT. CROSS THE AQUEDUCT AND TURN RIGHT DH6649'AND GO SOUTH AND THEN SOUTHSOUTHEAST ON A PAVED ROAD PARALLEL TO THE DH6649'AQUEDUCT ON THE RIGHT FOR 1.3 KM (0.8 MILES) TO A ROAD ON THE LEFT AT DH6649'A POWER-LINE CROSSING. TURN LEFT AND GO EASTERLY 0.64 KM (0.4 MILES) DH6649'TO A DIRT ROAD CROSSING. CONTINUE EAST 4.8 KM (3.0 MILES) TO I-5 DH6649'RIGHT OF WAY FENCE WHERE THE ROAD BEARS RIGHT, SOUTHEAST, AND RUNS DH6649'PARALLEL WITH THE RIGHT-OF-WAY FENCE TO A DIRT SIDE ROAD ON THE LEFT. DH6649'TURN LEFT AND GO EAST 0.2 KM (0.1 MILES). TO AND CROSSING THE BRIDGE DH6649'OVER I-5 AND THE STATION ON THE RIGHT. STATION IS AT THE EAST END OF DH6649'THE OVERPASS, 3.4 M (11.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, DH6649'0.3 M (1.0 FT) NORTH FROM THE SOUTH PARAPET FACE AND 0.3 M (1.0FT) DH6649'WEST OF THE EAST END OF THE BRIDGE DECK. MONUMENT IS A CSRC 3- INCH DH6649'ALUMINUM DISK SET FLUSH IN CONCRETE. THIS STATION WAS OBSERVED AS PART DH6649'OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC DH6649'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1037 *********************************************************************** GT1037 DESIGNATION - E 1229 GT1037 PID - GT1037 GT1037 STATE/COUNTY- CA/KINGS GT1037 USGS QUAD - VANGUARD (1981) GT1037 GT1037 *CURRENT SURVEY CONTROL GT1037 ___________________________________________________________________ GT1037* NAD 83(1986)- 36 15 16. (N) 119 54 16. (W) SCALED GT1037* NAVD 88 - 68.71 (+/-2cm) 225.4 (feet) VERTCON GT1037 ___________________________________________________________________ GT1037 GEOID HEIGHT- -33.55 (meters) GEOID03 GT1037 GT1037 VERT ORDER - SECOND CLASS 0 (See Below) GT1037 GT1037.The horizontal coordinates were scaled from a topographic map and have GT1037.an estimated accuracy of +/- 6 seconds. GT1037 GT1037.The NAVD 88 height was computed by applying the VERTCON shift value to GT1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1037.The vertical order pertains to the NGVD 29 superseded value. GT1037 GT1037.The geoid height was determined by GEOID03. GT1037 GT1037; North East Units Estimated Accuracy GT1037;SPC CA 4 - 602,590. 1,918,720. MT (+/- 180 meters Scaled) GT1037 GT1037 SUPERSEDED SURVEY CONTROL GT1037 GT1037 NGVD 29 (??/??/92) 67.838 (m) 222.57 (f) ADJ UNCH 2 0 GT1037 GT1037.Superseded values are not recommended for survey control. GT1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1037.See file dsdata.txt to determine how the superseded data were derived. GT1037 GT1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA390160(NAD 83) GT1037_MARKER: DD = SURVEY DISK GT1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1037_SP_SET: CULVERT GT1037_STAMPING: E1229 GT1037_MARK LOGO: CGS GT1037_MAGNETIC: O = OTHER; SEE DESCRIPTION GT1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1037+STABILITY: SURFACE MOTION GT1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1037+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT1037 GT1037 HISTORY - Date Condition Report By GT1037 HISTORY - 1972 MONUMENTED CGS GT1037 HISTORY - 20040701 GOOD CADT GT1037 GT1037 STATION DESCRIPTION GT1037 GT1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1972 GT1037'7.2 MI W FROM LEMOORE. GT1037'7.2 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH GT1037'SCHOOL STADIUM AT LEMOORE, AT THE NORTHWEST CORNER OF THE GT1037'JUNCTION OF THE MAIN ENTRANCE ROAD TO THE LEMOORE NAVAL AIR GT1037'STATION, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END OF THE WEST GT1037'CONCRETE HEAD WALL OF A CULVERT UNDER THE ROAD, 108 FEET NORTH GT1037'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 59 FEET GT1037'WEST OF THE CENTER LINE OF THE WEST LANES OF THE ROAD, 21 1/2 GT1037'FEET NORTHWEST OF STEEL LIGHT POLE 9, AND ABOUT LEVEL WITH THE GT1037'HIGHWAY. GT1037 GT1037 STATION RECOVERY (2004) GT1037 GT1037'RECOVERY NOTE BY CALTRANS 2004 (AO) GT1037'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT1037'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1037'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1987 *********************************************************************** GT1987 HT_MOD - This is a Height Modernization Survey Station. GT1987 DESIGNATION - ELDER GT1987 PID - GT1987 GT1987 STATE/COUNTY- CA/KINGS GT1987 USGS QUAD - LATON (1953) GT1987 GT1987 *CURRENT SURVEY CONTROL GT1987 ___________________________________________________________________ GT1987* NAD 83(1998)- 36 23 11.39218(N) 119 38 08.82589(W) ADJUSTED GT1987* NAVD 88 - 79.45 (meters) 260.7 (feet) GPS OBS GT1987 ___________________________________________________________________ GT1987 EPOCH DATE - 2004.50 GT1987 X - -2,542,003.853 (meters) COMP GT1987 Y - -4,468,235.838 (meters) COMP GT1987 Z - 3,762,830.408 (meters) COMP GT1987 LAPLACE CORR- 6.11 (seconds) DEFLEC99 GT1987 ELLIP HEIGHT- 46.98 (meters) (06/30/05) GPS OBS GT1987 GEOID HEIGHT- -32.42 (meters) GEOID03 GT1987 GT1987 HORZ ORDER - B GT1987 ELLP ORDER - FOURTH CLASS I GT1987 GT1987.The horizontal coordinates were established by GPS observations GT1987.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1987.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1987.DATUM ITEM on the data sheet items page. GT1987.The horizontal coordinates are valid at the epoch date displayed above. GT1987.The epoch date for horizontal control is a decimal equivalence GT1987.of Year/Month/Day. GT1987 GT1987.The orthometric height was determined by GPS observations and a GT1987.high-resolution geoid model using precise GPS observation and GT1987.processing techniques. GT1987 GT1987.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1987 GT1987.The Laplace correction was computed from DEFLEC99 derived deflections. GT1987 GT1987.The ellipsoidal height was determined by GPS observations GT1987.and is referenced to NAD 83. GT1987 GT1987.The geoid height was determined by GEOID03. GT1987 GT1987; North East Units Scale Factor Converg. GT1987;SPC CA 4 - 617,049.225 1,942,959.604 MT 0.99994944 -0 22 45.5 GT1987;SPC CA 4 - 2,024,435.67 6,374,526.63 sFT 0.99994944 -0 22 45.5 GT1987;UTM 11 - 4,030,045.378 263,582.621 MT 1.00028870 -1 33 51.7 GT1987 GT1987! - Elev Factor x Scale Factor = Combined Factor GT1987!SPC CA 4 - 0.99999263 x 0.99994944 = 0.99994207 GT1987!UTM 11 - 0.99999263 x 1.00028870 = 1.00028132 GT1987 GT1987: Primary Azimuth Mark Grid Az GT1987:SPC CA 4 - ELDER AZ MK 191 19 25.4 GT1987:UTM 11 - ELDER AZ MK 192 30 31.6 GT1987 GT1987|---------------------------------------------------------------------| GT1987| PID Reference Object Distance Geod. Az | GT1987| dddmmss.s | GT1987| DA7530 ELDER RM 1 13.091 METERS 02107 | GT1987| DA7531 ELDER RM 2 5.666 METERS 09946 | GT1987| GT1991 ELDER AZ MK APPROX. 0.7 KM 1905639.9 | GT1987|---------------------------------------------------------------------| GT1987 GT1987 SUPERSEDED SURVEY CONTROL GT1987 GT1987 NAD 83(1992)- 36 23 11.38806(N) 119 38 08.81996(W) AD(1991.35) 2 GT1987 NAD 83(1986)- 36 23 11.38519(N) 119 38 08.81501(W) AD(1984.00) 2 GT1987 NAD 27 - 36 23 11.56789(N) 119 38 05.35744(W) AD( ) 2 GT1987 NGVD 29 (07/19/86) 79.5 (m) 261. (f) VERT ANG GT1987 GT1987.Superseded values are not recommended for survey control. GT1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1987.See file dsdata.txt to determine how the superseded data were derived. GT1987 GT1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6358330045(NAD 83) GT1987_MARKER: DD = SURVEY DISK GT1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1987_STAMPING: ELDER 1973 GT1987_MARK LOGO: CADH GT1987_PROJECTION: FLUSH GT1987_MAGNETIC: N = NO MAGNETIC MATERIAL GT1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1987+STABILITY: SURFACE MOTION GT1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1987+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT1987 GT1987 HISTORY - Date Condition Report By GT1987 HISTORY - 1973 MONUMENTED CADH GT1987 HISTORY - 20040519 GOOD CADT GT1987 GT1987 STATION DESCRIPTION GT1987 GT1987'DESCRIBED BY CA DIV OF HIGHWAYS 1973 (HF) GT1987'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES NORTH OF HANFORD SET ON GT1987'LEVEL GROUND ON THE SOUTH SIDE OF ELDER AVENUE. GT1987' GT1987'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF STATE GT1987'HIGHWAYS 198 AND 43, 2-1/2 MILES EAST OF HANFORD, GO NORTH ON GT1987'STATE HIGHWAY 43 FOR 5.8 MILES TO THE AZIMUTH MARK ON THE GT1987'LEFT. TO REACH STATION FROM AZIMUTH MARK CONTINUE AHEAD, NORTH, GT1987'ON STATE HIGHWAY 43 FOR 0.4 MILE TO ELDER AVENUE. TURN RIGHT, GT1987'EAST, ON ELDER AVENUE AND GO ABOUT 300 FEET TO THE STATION ON GT1987'THE RIGHT AS DESCRIBED. GT1987' GT1987'STATION, STAMPED ELDER 1973, IS A STANDARD 3 1/2-INCH GT1987'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1987'14-INCH DIAMETER CONCRETE CYLINDER PROJECTING 1 INCH ABOVE GT1987'GROUND. IT IS 21 FEET SOUTH OF THE CENTERLINE OF ELDER AVENUE, GT1987'15-1/2 FEET WEST OF A POWERLINE POLE, 114 FEET SOUTH-SOUTHWEST GT1987'OF THE SOUTHWEST CORNER OF A STUCCO GARAGE AND 4-1/2 FEET NORTH GT1987'OF AN EAST-WEST FENCE AND 4 FEET EAST OF A STEEL WITNESS GT1987'POST. AN UNDERGROUND MARK, SAME AS SURFACE-STATION MARK, WAS GT1987'SET IN A MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE. GT1987' GT1987'R. M. 1, STAMPED ELDER NO. 1 1973, IS A STANDARD 3 1/2-INCH GT1987'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1987'12-INCH DIAMETER CONCRETE CYLINDER SET 1 INCH BELOW THE GROUND GT1987'SURFACE. IT IS 19-1/2 FEET NORTH OF THE CENTERLINE OF ELDER GT1987'AVENUE, 3 FEET SOUTH OF A TELEPHONE CABLE MARKER, 40-1/2 FEET GT1987'NORTH OF A POWERLINE POLE AND 72-1/2 FEET SOUTH OF THE SOUTHWEST GT1987'CORNER OF A STUCCO GARAGE. GT1987' GT1987'R. M. 2, STAMPED ELDER NO. 2 1973, IS A STANDARD 3 1/2-INCH GT1987'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1987'12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE GT1987'GROUND. IT IS 24 FEET SOUTH OF THE CENTERLINE OF ELDER AVENUE, GT1987'4 FEET SOUTHEAST OF A POWERLINE POLE, 1-1/2 FEET NORTH OF AN GT1987'EAST-WEST FENCE AND 74-1/2 FEET NORTH-NORTHWEST OF AN IRRIGATION GT1987'PUMP. GT1987' GT1987'AZIMUTH MARK, STAMPED ELDER 1973 AZIMUTH MARK, IS A STANDARD GT1987'3 1/2-INCH CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE GT1987'TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 3 INCHES GT1987'ABOVE GROUND. IT IS 38-1/2 FEET WEST OF THE CENTERLINE OF STATE GT1987'HIGHWAY 43, 3 FEET EAST OF POWERLINE POLE, 94 FEET WEST-SOUTHWEST GT1987'OF POWERLINE SERVICE POLE AND 3 FEET SOUTH OF STEEL WITNESS GT1987'POST. GT1987' GT1987'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS. GT1987 GT1987 STATION RECOVERY (2004) GT1987 GT1987'RECOVERY NOTE BY CALTRANS 2004 (GC) GT1987'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING NEW TIES. 4.7 METERS GT1987'WEST OF POWER POLE, 6.4 METERS SOUTH OF THE CENTERLINE OF ELDER AVE, GT1987'1.3 METERS EAST OF WITNESS POST, 0.5 METERS NORTH OF CARSONITE GT1987'WITNESS POST AND 0.3 METERS LOWER THAN CROWN OF ROAD. THIS STATION GT1987'WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION GT1987'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GU1795 *********************************************************************** GU1795 DESIGNATION - F 963 GU1795 PID - GU1795 GU1795 STATE/COUNTY- CA/KINGS GU1795 USGS QUAD - LA CIMA (1978) GU1795 GU1795 *CURRENT SURVEY CONTROL GU1795 ___________________________________________________________________ GU1795* NAD 83(1998)- 36 02 19.67369(N) 120 06 47.90509(W) ADJUSTED GU1795* NAVD 88 - 383.066 (meters) 1256.78 (feet) ADJUSTED GU1795 ___________________________________________________________________ GU1795 EPOCH DATE - 2004.50 GU1795 X - -2,590,713.247 (meters) COMP GU1795 Y - -4,466,823.533 (meters) COMP GU1795 Z - 3,731,878.988 (meters) COMP GU1795 LAPLACE CORR- -3.04 (seconds) DEFLEC99 GU1795 ELLIP HEIGHT- 349.00 (meters) (06/30/05) GPS OBS GU1795 GEOID HEIGHT- -34.03 (meters) GEOID03 GU1795 DYNAMIC HT - 382.702 (meters) 1255.58 (feet) COMP GU1795 MODELED GRAV- 979,674.1 (mgal) NAVD 88 GU1795 GU1795 HORZ ORDER - B GU1795 VERT ORDER - FIRST CLASS II GU1795 ELLP ORDER - FOURTH CLASS I GU1795 GU1795.The horizontal coordinates were established by GPS observations GU1795.and adjusted by the GEODETIC SOLUTIONS in June 2005. GU1795.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GU1795.DATUM ITEM on the data sheet items page. GU1795.The horizontal coordinates are valid at the epoch date displayed above. GU1795.The epoch date for horizontal control is a decimal equivalence GU1795.of Year/Month/Day. GU1795 GU1795.The orthometric height was determined by differential leveling GU1795.and adjusted by the National Geodetic Survey in August 1995. GU1795 GU1795.The X, Y, and Z were computed from the position and the ellipsoidal ht. GU1795 GU1795.The Laplace correction was computed from DEFLEC99 derived deflections. GU1795 GU1795.The ellipsoidal height was determined by GPS observations GU1795.and is referenced to NAD 83. GU1795 GU1795.The geoid height was determined by GEOID03. GU1795 GU1795.The dynamic height is computed by dividing the NAVD 88 GU1795.geopotential number by the normal gravity value computed on the GU1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GU1795.degrees latitude (g = 980.6199 gals.). GU1795 GU1795.The modeled gravity was interpolated from observed gravity values. GU1795 GU1795; North East Units Scale Factor Converg. GU1795;SPC CA 4 - 578,861.395 1,899,672.290 MT 0.99999289 -0 39 51.1 GU1795;SPC CA 4 - 1,899,147.76 6,232,508.17 sFT 0.99999289 -0 39 51.1 GU1795;UTM 10 - 3,992,108.210 760,077.428 MT 1.00043353 +1 41 57.4 GU1795 GU1795! - Elev Factor x Scale Factor = Combined Factor GU1795!SPC CA 4 - 0.99994523 x 0.99999289 = 0.99993812 GU1795!UTM 10 - 0.99994523 x 1.00043353 = 1.00037873 GU1795 GU1795 SUPERSEDED SURVEY CONTROL GU1795 GU1795 NAVD 88 (06/30/05) 383.07 (m) 1256.8 (f) LEVELING 3 GU1795 NGVD 29 (??/??/92) 382.144 (m) 1253.75 (f) ADJ UNCH 1 2 GU1795 GU1795.Superseded values are not recommended for survey control. GU1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GU1795.See file dsdata.txt to determine how the superseded data were derived. GU1795 GU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6007792108(NAD 83) GU1795_MARKER: DB = BENCH MARK DISK GU1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GU1795_SP_SET: CONCRETE POST GU1795_STAMPING: F 963 1963 GU1795_MARK LOGO: CGS GU1795_MAGNETIC: N = NO MAGNETIC MATERIAL GU1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GU1795+STABILITY: POSITION/ELEVATION WELL GU1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GU1795+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GU1795 GU1795 HISTORY - Date Condition Report By GU1795 HISTORY - 1963 MONUMENTED CGS GU1795 HISTORY - 1969 GOOD NGS GU1795 HISTORY - 1982 MARK NOT FOUND NGS GU1795 HISTORY - 19890217 GOOD NGS GU1795 HISTORY - 20040901 GOOD CSRC GU1795 GU1795 STATION DESCRIPTION GU1795 GU1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GU1795'3.4 MI N FROM AVENAL. GU1795'3.35 MILES NORTH ALONG SKYLINE BOULEVARD FROM THE JUNCTION OF GU1795'STATE HIGHWAY 33 AT AVENAL, 0.05 MILE NORTH OF THE JUNCTION OF A GU1795'ROAD LEADING TO AN OIL WELL, AT THE CROSSING OF A POWER LINE, GU1795'ABOUT 130 FEET EAST OF THE CENTER LINE OF THE BOULEVARD (SLOPE GU1795'MEASUREMENT) 55 FEET WEST OF THE CENTER LINE OF THE FORMER GU1795'ALIGNMENT OF THE BOULEVARD, 100 FEET SOUTH OF A POWER POLE WHICH GU1795'IS ON A HILL, 30 FEET SOUTH OF THE CENTER OF A 12-INCH PIPE LINE, GU1795'ABOUT 2 FEET HIGHER THAN THE FORMER BOULEVARD, ABOUT 75 FEET GU1795'HIGHER THAN THE PRESENT BOULEVARD, AND SET IN THE TOP OF A GU1795'CONCRETE POST WHICH IS EMBEDDED IN AN OUTCROP PROJECTING 0.4 GU1795'FOOT ABOVE THE GROUND. GU1795 GU1795 STATION RECOVERY (1982) GU1795 GU1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 GU1795'MARK NOT FOUND. GU1795 GU1795 STATION RECOVERY (1989) GU1795 GU1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 GU1795'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 4.1 KM GU1795'(2.55 MI) NORTHERLY ALONG STATE HIGHWAY 269 FROM THE POST OFFICE IN GU1795'AVENAL TO A DIAGONAL CROSSROADS, THENCE NORTHEASTERLY ALONG THE OLD GU1795'SKYLINE BOULEVARD ROAD AND TOP OF RIDGE FOR ABOUT 70.0 M (229.7 FT), GU1795'IN TOP OF A CONCRETE POST WHICH IS EMBEDDED IN A LARGE SANDSTONE GU1795'OUTCROP, 27.1 M (88.9 FT) SOUTH OF A UTILITY POLE AT A LINE CROSSING GU1795'OF THE HIGHWAY, 16.8 M (55.1 FT) WEST OF THE CENTER OF THE OLD GU1795'BOULEVARD, 0.6 M (2.0 FT) ABOVE THE OLD BOULEVARD, 0.6 M (2.0 FT) WEST GU1795'OF A WITNESS POST, APPROXIMATELY 23.0 M (75.5 FT) ABOVE THE HIGHWAY, GU1795'AND PROJECTS 12 CM (0.4 FT) ABOVE THE SANDSTONE OUTCROP. GU1795 GU1795 STATION RECOVERY (2004) GU1795 GU1795'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GU1795'STATION IS 3.4 MI NORTH OF AVENAL. TO REACH THE STATION FROM THE GU1795'AVENAL POST OFFICE LOCATED AT THE INTERSECTION OF SKYLINE BLVD. (HWY GU1795'269) AND SAN JOAQUIN STREET IN AVENAL, GO NORTHEAST AND NORTH ON GU1795'SKYLINE BLVD. 3.7 KM (2.3 MILES) TO A LARGE OIL DERRICK AND A SIDE GU1795'ROAD RIGHT. CONTINUE NORTH ON SKYLINE BLVD. 0.2 KM (0.15 MILES) TO A GU1795'DIRT SIDE ROAD RIGHT IN A CUT BANK AND A PAVED DIAGONAL ROAD LEFT GU1795'(NORTHWEST). GO RIGHT (EAST) ON THE DIRT ROAD AND UPHILL FOR 0.1 KM GU1795'(0.05 MILES) TO A T-INTERSECTION. TURN LEFT AND PARK WHERE THERE IS A GU1795'POWER LINE CROSSING. THE STATION IS ON THE RIGHT (EAST) IN A SANDSTONE GU1795'OUTCROP. THE STATION IS ABOUT 3.0 M (10 FT) HIGHER THAN THE DIRT ROAD GU1795'AND ABOUT 45.7 M (150 FT) FROM THE PARKING AREA. THE STATION IS GU1795'LOCATED BETWEEN THE OLD AND NEW ROADBEDS OF HWY 269. THE OLD ROADBED GU1795'IS ABOUT 9.1 M (30 FT) HIGHER THAN THE NEW ROADBED. THE STATION IS GU1795'25.8 M (84.5 FT) NORTH OF A POWER POLE WITH TRANSFORMER AND ABOUT GU1795'16.9 M (55.5 FT) WEST OF THE OLD ROADBED. THIS STATION WAS OBSERVED GU1795'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GU1795'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU3753 *********************************************************************** FU3753 HT_MOD - This is a Height Modernization Survey Station. FU3753 DESIGNATION - G 1445 FU3753 PID - FU3753 FU3753 STATE/COUNTY- CA/KINGS FU3753 USGS QUAD - LOS VIEJOS (1981) FU3753 FU3753 *CURRENT SURVEY CONTROL FU3753 ___________________________________________________________________ FU3753* NAD 83(1998)- 35 59 33.32890(N) 119 57 33.53928(W) ADJUSTED FU3753* NAVD 88 - 98.09 (meters) 321.8 (feet) GPS OBS FU3753 ___________________________________________________________________ FU3753 EPOCH DATE - 2004.50 FU3753 X - -2,580,089.050 (meters) COMP FU3753 Y - -4,476,182.437 (meters) COMP FU3753 Z - 3,727,564.071 (meters) COMP FU3753 LAPLACE CORR- -2.09 (seconds) DEFLEC99 FU3753 ELLIP HEIGHT- 63.78 (meters) (06/30/05) GPS OBS FU3753 GEOID HEIGHT- -34.28 (meters) GEOID03 FU3753 FU3753 HORZ ORDER - B FU3753 ELLP ORDER - FOURTH CLASS I FU3753 FU3753.The horizontal coordinates were established by GPS observations FU3753.and adjusted by the GEODETIC SOLUTIONS in June 2005. FU3753.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU3753.DATUM ITEM on the data sheet items page. FU3753.The horizontal coordinates are valid at the epoch date displayed above. FU3753.The epoch date for horizontal control is a decimal equivalence FU3753.of Year/Month/Day. FU3753 FU3753.The orthometric height was determined by GPS observations and a FU3753.high-resolution geoid model using precise GPS observation and FU3753.processing techniques. It supersedes the leveled height previously FU3753.determined for this station. FU3753 FU3753.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3753 FU3753.The Laplace correction was computed from DEFLEC99 derived deflections. FU3753 FU3753.The ellipsoidal height was determined by GPS observations FU3753.and is referenced to NAD 83. FU3753 FU3753.The geoid height was determined by GEOID03. FU3753 FU3753; North East Units Scale Factor Converg. FU3753;SPC CA 4 - 573,584.840 1,913,497.717 MT 1.00000141 -0 34 20.3 FU3753;SPC CA 4 - 1,881,836.26 6,277,867.09 sFT 1.00000141 -0 34 20.3 FU3753;UTM 11 - 3,987,177.663 233,221.907 MT 1.00047705 -1 44 24.6 FU3753;UTM 10 - 3,987,403.645 774,115.333 MT 1.00052596 +1 47 17.0 FU3753 FU3753! - Elev Factor x Scale Factor = Combined Factor FU3753!SPC CA 4 - 0.99998999 x 1.00000141 = 0.99999140 FU3753!UTM 11 - 0.99998999 x 1.00047705 = 1.00046704 FU3753!UTM 10 - 0.99998999 x 1.00052596 = 1.00051594 FU3753 FU3753 SUPERSEDED SURVEY CONTROL FU3753 FU3753 NAVD 88 (06/15/91) 98.111 (m) 321.89 (f) ADJUSTED 1 2 FU3753 FU3753.Superseded values are not recommended for survey control. FU3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3753.See file dsdata.txt to determine how the superseded data were derived. FU3753 FU3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3322287178(NAD 83) FU3753_MARKER: I = METAL ROD FU3753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FU3753_SP_SET: STAINLESS STEEL ROD IN SLEEVE FU3753_STAMPING: G 1445 1989 FU3753_MARK LOGO: NGS FU3753_PROJECTION: FLUSH FU3753_MAGNETIC: N = NO MAGNETIC MATERIAL FU3753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FU3753+STABILITY: POSITION/ELEVATION WELL FU3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3753+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 FU3753_ROD/PIPE-DEPTH: 21.6 meters FU3753_SLEEVE-DEPTH : 9.10 meters FU3753 FU3753 HISTORY - Date Condition Report By FU3753 HISTORY - 1989 MONUMENTED NGS FU3753 HISTORY - 19970104 GOOD USPSQD FU3753 HISTORY - 20040901 GOOD CSRC FU3753 FU3753 STATION DESCRIPTION FU3753 FU3753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FU3753'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM THE FU3753'MILHAM AVENUE IN KETTLEMAN CITY, 25.3 M (83.0 FT) EAST OF THE FU3753'CENTERLINE OF STATE HIGHWAY 41, 13.5 M (44.3 FT) WEST OF THE CENTER OF FU3753'THE EAST LEVEE ROAD, 1.5 M (4.9 FT) SOUTH OF A WITNESS POST AND FENCE, FU3753'AND LEVEL WITH THE LEVEE ROAD. NOTE--ACCESS TO THE DATUM POINT IS FU3753'THROUGH A 5-INCH LOGO CAP. FU3753 FU3753 STATION RECOVERY (1997) FU3753 FU3753'RECOVERY NOTE BY US POWER SQUADRON 1997 FU3753'RECOVERED IN GOOD CONDITION. FU3753 FU3753 STATION RECOVERY (2004) FU3753 FU3753'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) FU3753'STATION IS LESS THAN 1 MI SOUTH OF KETTLEMAN CITY. TO REACH FROM THE FU3753'INTERSECTION OF I-5 AND HWY 41, GO NORTHEASTERLY ON HWY 41 FOR 1.3 KM FU3753'(0.8 MILES) TO THE CALIFORNIA AQUEDUCT AND THE STATION ON THE RIGHT. FU3753'THE STATION IS 4.7 M (15.5 FT) EAST OF PEDESTRIAN ACCESS OPENING IN FU3753'THE AQUEDUCT CHAIN LINK FENCE. THIS STATION WAS OBSERVED AS PART OF FU3753'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0979 *********************************************************************** GT0979 DESIGNATION - G 808 GT0979 PID - GT0979 GT0979 STATE/COUNTY- CA/KINGS GT0979 USGS QUAD - LEMOORE (1954) GT0979 GT0979 *CURRENT SURVEY CONTROL GT0979 ___________________________________________________________________ GT0979* NAD 83(1986)- 36 15 21. (N) 119 51 35. (W) SCALED GT0979* NAVD 88 - 64.24 (+/-2cm) 210.8 (feet) VERTCON GT0979 ___________________________________________________________________ GT0979 GEOID HEIGHT- -33.46 (meters) GEOID03 GT0979 GT0979 VERT ORDER - FIRST CLASS II (See Below) GT0979 GT0979.The horizontal coordinates were scaled from a topographic map and have GT0979.an estimated accuracy of +/- 6 seconds. GT0979 GT0979.The NAVD 88 height was computed by applying the VERTCON shift value to GT0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0979.The vertical order pertains to the NGVD 29 superseded value. GT0979 GT0979.The geoid height was determined by GEOID03. GT0979 GT0979; North East Units Estimated Accuracy GT0979;SPC CA 4 - 602,710. 1,922,740. MT (+/- 180 meters Scaled) GT0979 GT0979 SUPERSEDED SURVEY CONTROL GT0979 GT0979 NGVD 29 (??/??/92) 63.366 (m) 207.89 (f) ADJ UNCH 1 2 GT0979 GT0979.Superseded values are not recommended for survey control. GT0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0979.See file dsdata.txt to determine how the superseded data were derived. GT0979 GT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA430161(NAD 83) GT0979_MARKER: DD = SURVEY DISK GT0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0979_SP_SET: BRIDGE GT0979_STAMPING: G 808 1947 GT0979_MARK LOGO: CGS GT0979_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0979+STABILITY: SURFACE MOTION GT0979 GT0979 HISTORY - Date Condition Report By GT0979 HISTORY - 1947 MONUMENTED CGS GT0979 HISTORY - 1966 GOOD NGS GT0979 HISTORY - 1972 GOOD NGS GT0979 HISTORY - 1972 GOOD USGS GT0979 HISTORY - 20040701 GOOD CADT GT0979 GT0979 STATION DESCRIPTION GT0979 GT0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 GT0979'6.9 MI SW FROM LEMOORE. GT0979'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, GT0979'THENCE 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 2.4 GT0979'MILES WEST ALONG JACKSON AVENUE, 1.0 MILE EAST OF BENCH MARK GT0979'Y 961, IN R19E T19S, IN THE TOP OF THE NORTH CONCRETE CURB OF GT0979'BRIDGE 45-01 B-294+24.93 OVER KINGS RIVER, 10 1/2 FEET NORTH GT0979'OF THE CENTER LINE OF THE AVENUE, 3.7 FEET EAST OF THE WEST GT0979'ND OF THE CURB, AND ABOUT 0.7 FOOT HIGHER THAN THE AVENUE. GT0979 GT0979 STATION RECOVERY (1972) GT0979 GT0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT0979'RECOVERED IN GOOD CONDITION. GT0979 GT0979 STATION RECOVERY (1972) GT0979 GT0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0979'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, GT0979'THENCE 2.9 MILE SOUTH ALONG STATE HIGHWAY 41, THENCE 2.9K MILES WEST GT0979'ALONG JACKSON AVENUE, IN THE TOP AND 3.7 FEET EAST OF THE WEST END OF GT0979'THE NORTH CONCRETE CURB OF BRIDGE 45-01 B-294-24.93 OVER KINGS RIVER, GT0979'10.5 FEET NORTH OF THE CENTERLINE OF THE AVENUE, AND ABOUT 0.5 FEET GT0979'HIGHER THAN THE AVENUE. GT0979 GT0979 STATION RECOVERY (2004) GT0979 GT0979'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0979'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0979'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0979'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU3754 *********************************************************************** FU3754 DESIGNATION - H 1445 FU3754 PID - FU3754 FU3754 STATE/COUNTY- CA/KINGS FU3754 USGS QUAD - AVENAL GAP (1973) FU3754 FU3754 *CURRENT SURVEY CONTROL FU3754 ___________________________________________________________________ FU3754* NAD 83(1998)- 35 51 25.34082(N) 119 53 29.55455(W) ADJUSTED FU3754* NAVD 88 - 95.069 (meters) 311.91 (feet) ADJUSTED FU3754 ___________________________________________________________________ FU3754 EPOCH DATE - 2004.50 FU3754 X - -2,579,189.055 (meters) COMP FU3754 Y - -4,486,879.676 (meters) COMP FU3754 Z - 3,715,382.365 (meters) COMP FU3754 LAPLACE CORR- -2.28 (seconds) DEFLEC99 FU3754 ELLIP HEIGHT- 60.48 (meters) (06/30/05) GPS OBS FU3754 GEOID HEIGHT- -34.56 (meters) GEOID03 FU3754 DYNAMIC HT - 94.982 (meters) 311.62 (feet) COMP FU3754 MODELED GRAV- 979,713.8 (mgal) NAVD 88 FU3754 FU3754 HORZ ORDER - B FU3754 VERT ORDER - FIRST CLASS II FU3754 ELLP ORDER - FOURTH CLASS I FU3754 FU3754.The horizontal coordinates were established by GPS observations FU3754.and adjusted by the GEODETIC SOLUTIONS in June 2005. FU3754.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU3754.DATUM ITEM on the data sheet items page. FU3754.The horizontal coordinates are valid at the epoch date displayed above. FU3754.The epoch date for horizontal control is a decimal equivalence FU3754.of Year/Month/Day. FU3754 FU3754.The orthometric height was determined by differential leveling FU3754.and adjusted by the National Geodetic Survey in June 1991. FU3754 FU3754.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3754 FU3754.The Laplace correction was computed from DEFLEC99 derived deflections. FU3754 FU3754.The ellipsoidal height was determined by GPS observations FU3754.and is referenced to NAD 83. FU3754 FU3754.The geoid height was determined by GEOID03. FU3754 FU3754.The dynamic height is computed by dividing the NAVD 88 FU3754.geopotential number by the normal gravity value computed on the FU3754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU3754.degrees latitude (g = 980.6199 gals.). FU3754 FU3754.The modeled gravity was interpolated from observed gravity values. FU3754 FU3754; North East Units Scale Factor Converg. FU3754;SPC CA 4 - 558,485.818 1,919,469.102 MT 1.00003010 -0 31 54.8 FU3754;SPC CA 4 - 1,832,298.89 6,297,458.21 sFT 1.00003010 -0 31 54.8 FU3754;UTM 11 - 3,971,953.577 238,887.495 MT 1.00044021 -1 41 41.0 FU3754 FU3754! - Elev Factor x Scale Factor = Combined Factor FU3754!SPC CA 4 - 0.99999051 x 1.00003010 = 1.00002061 FU3754!UTM 11 - 0.99999051 x 1.00044021 = 1.00043071 FU3754 FU3754 SUPERSEDED SURVEY CONTROL FU3754 FU3754 NAVD 88 (06/30/05) 95.08 (m) 311.9 (f) LEVELING 3 FU3754 FU3754.Superseded values are not recommended for survey control. FU3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3754.See file dsdata.txt to determine how the superseded data were derived. FU3754 FU3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3888771954(NAD 83) FU3754_MARKER: I = METAL ROD FU3754_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FU3754_SP_SET: STAINLESS STEEL ROD IN SLEEVE FU3754_STAMPING: H 1445 1989 FU3754_MARK LOGO: NGS FU3754_PROJECTION: FLUSH FU3754_MAGNETIC: N = NO MAGNETIC MATERIAL FU3754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FU3754+STABILITY: POSITION/ELEVATION WELL FU3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3754+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 FU3754_ROD/PIPE-DEPTH: 13.7 meters FU3754_SLEEVE-DEPTH : 9.10 meters FU3754 FU3754 HISTORY - Date Condition Report By FU3754 HISTORY - 1989 MONUMENTED NGS FU3754 HISTORY - 20040901 GOOD CSRC FU3754 FU3754 STATION DESCRIPTION FU3754 FU3754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 FU3754'18.4 KM (11.45 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM FU3754'THE MILHAM AVENUE IN KETTLEMAN CITY, 69.9 M (229.3 FT) SOUTH OF THE FU3754'CENTER OF A APVED ROAD, 59.1 M (193.9 FT) EAST OF THE CENTER OF THE FU3754'EAST ACNAL ROAD, 7.0 M (23.0 FT) WEST OF THE CENTER OF A PAVED ROAD, FU3754'1.6 M (5.2 FT) WEST OF A FENCE CORNER, 1.3 M (4.3 FT) BELOW THE LEVEL FU3754'OF THE LEVEE ROAD, AND 1.3 M (4.3 FT) WEST OF A WITNESS POST AND FU3754'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. FU3754 FU3754 STATION RECOVERY (2004) FU3754 FU3754'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) FU3754'STATION IS LOCATED SOUTHEAST OF AVENAL AND SOUTH OF KETTLEMAN CITY. TO FU3754'REACH FROM I-5 AND UTICA AVE. INTERCHANGE, GO WEST ON UTICA AVE. 0.2 FU3754'KM (0.1 MILES) TO 25TH AVE., A PAVED SIDE ROAD LEFT. GO LEFT (SOUTH) FU3754'ON 25TH AVE. 3.2 KM (2.0 MILES) TO THE CALIFORNIA AQUEDUCT CROSSING. FU3754'CONTINUE SOUTH ON 25TH AVE. 5.5 KM (3.4 MILES) TO A PAVED SIDE ROAD FU3754'LEFT AND THE ENTRANCE TO PARAMOUNT FARMS. GO LEFT (EAST) 2.1 KM (1.3 FU3754'MLES) CROSSING THE CALIFORNIA AQUEDUCT. GO RIGHT (SOUTHEAST) ALONG FU3754'THE AQUEDUCT ABOUT 106.7 M (350 FT) TO AN ANGLE POINT IN THE FENCE. FU3754'THE STATION IS ACROSS THE FENCE INSIDE THE AQUEDUCT RIGHT-OF-WAY, 63.1 FU3754'M (207 FT) SOUTHEAST FROM A GATEPOST AT ENTRANCE TO THE AQUEDUCT FU3754'RIGHT-OF-WAY, 1.6 M (5.4 FT) FROM THE CORNER POST AT THE FENCE ANGLE FU3754'POINT, 1.2 M (3.9 FT) WEST AND AT A RIGHT ANGLE TO THE FENCE LINE FU3754'FROM THE NORTHWEST-SOUTHEAST FENCE. THE STATION IS 1.6 M (5.4 FT) FU3754'SOUTH AND AT A RIGHT ANGLE TO THE FENCE LINE FROM THE NORTH-SOUTH FU3754'FENCE. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY FU3754'HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC6133 *********************************************************************** AC6133 HT_MOD - This is a Height Modernization Survey Station. AC6133 DESIGNATION - HPGN D CA 06 KH AC6133 PID - AC6133 AC6133 STATE/COUNTY- CA/KINGS AC6133 USGS QUAD - WAUKENA (1954) AC6133 AC6133 *CURRENT SURVEY CONTROL AC6133 ___________________________________________________________________ AC6133* NAD 83(1998)- 36 08 15.78157(N) 119 35 06.18267(W) ADJUSTED AC6133* NAVD 88 - 61.27 (meters) 201.0 (feet) GPS OBS AC6133 ___________________________________________________________________ AC6133 EPOCH DATE - 2004.50 AC6133 X - -2,546,100.256 (meters) COMP AC6133 Y - -4,484,671.073 (meters) COMP AC6133 Z - 3,740,560.021 (meters) COMP AC6133 LAPLACE CORR- 3.89 (seconds) DEFLEC99 AC6133 ELLIP HEIGHT- 27.91 (meters) (06/30/05) GPS OBS AC6133 GEOID HEIGHT- -33.31 (meters) GEOID03 AC6133 AC6133 HORZ ORDER - B AC6133 ELLP ORDER - FOURTH CLASS I AC6133 AC6133.The horizontal coordinates were established by GPS observations AC6133.and adjusted by the GEODETIC SOLUTIONS in June 2005. AC6133.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC6133.DATUM ITEM on the data sheet items page. AC6133.The horizontal coordinates are valid at the epoch date displayed above. AC6133.The epoch date for horizontal control is a decimal equivalence AC6133.of Year/Month/Day. AC6133 AC6133.The orthometric height was determined by GPS observations and a AC6133.high-resolution geoid model using precise GPS observation and AC6133.processing techniques. AC6133 AC6133.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6133 AC6133.The Laplace correction was computed from DEFLEC99 derived deflections. AC6133 AC6133.The ellipsoidal height was determined by GPS observations AC6133.and is referenced to NAD 83. AC6133 AC6133.The geoid height was determined by GEOID03. AC6133 AC6133; North East Units Scale Factor Converg. AC6133;SPC CA 4 - 589,416.197 1,947,343.082 MT 0.99997682 -0 20 56.5 AC6133;SPC CA 4 - 1,933,776.31 6,388,908.09 sFT 0.99997682 -0 20 56.5 AC6133;UTM 11 - 4,002,319.140 267,397.045 MT 1.00026669 -1 31 30.6 AC6133 AC6133! - Elev Factor x Scale Factor = Combined Factor AC6133!SPC CA 4 - 0.99999562 x 0.99997682 = 0.99997244 AC6133!UTM 11 - 0.99999562 x 1.00026669 = 1.00026231 AC6133 AC6133 SUPERSEDED SURVEY CONTROL AC6133 AC6133 NAD 83(1992)- 36 08 15.77534(N) 119 35 06.17590(W) AD(1991.35) 1 AC6133 ELLIP H (01/22/97) 28.60 (m) GP(1991.35) 4 2 AC6133 AC6133.Superseded values are not recommended for survey control. AC6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6133.See file dsdata.txt to determine how the superseded data were derived. AC6133 AC6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6739702319(NAD 83) AC6133_MARKER: DD = SURVEY DISK AC6133_SETTING: 30 = SET IN A LIGHT STRUCTURE AC6133_SP_SET: TOP OF CONCRETE HEADWALL AC6133_STAMPING: CA-HPGN-DENSIFICATION STA. 06-KH 1993 AC6133_MARK LOGO: CADT AC6133_MAGNETIC: N = NO MAGNETIC MATERIAL AC6133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6133+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 AC6133 AC6133 HISTORY - Date Condition Report By AC6133 HISTORY - 1993 MONUMENTED CADT AC6133 HISTORY - 20040519 GOOD CADT AC6133 AC6133 STATION DESCRIPTION AC6133 AC6133'DESCRIBED BY CALTRANS 1993 (RGD) AC6133'THE STATION IS LOCATED AT THE INTERSECTION OF STATE HIGHWAY 43 AND AC6133'NEVADA AVENUE, ABOUT 14 MI (22.5 KM) SOUTH-SOUTHEAST OF HANFORD, 14 MI AC6133'(22.5 KM) WEST-SOUTHWEST OF TULARE AND 3 MI (4.8 KM) NORTHWEST OF AC6133'CORCORAN. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AC6133'AND 137, ON THE EAST SIDE OF CORCORAN, GO NORTH ON HIGHWAY 43 FOR 1.6 AC6133'MI (2.6 KM) TO A SIDE ROAD LEFT, SANTA FE AVENUE. CONTINUE NORTH ON AC6133'HIGHWAY 43 FOR 2.1 MI (3.4 KM) TO THE STATION ON THE LEFT IN THE AC6133'SOUTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAY 43 AND NEVADA AVENUE AC6133'AT POST MILE 5.1. THE STATION IS SET IN THE TOP OF THE SOUTH END OF A AC6133'CONCRETE HEADWALL OF AN IRRIGATION CANAL, 77.5 FT (23.6 M) SOUTH OF AC6133'THE CENTERLINE OF NEVADA AVENUE, 37.0 FT (11.3 M) SOUTHWEST OF THE AC6133'CENTERLINE OF HIGHWAY 43, 22 FT (6.7 M) SOUTH OF THE CENTER OF THE AC6133'IRRIGATION CANAL, 10.0 FT (3.0 M) WEST OF A METAL GUARD RAIL, 2.5 FT AC6133'(0.8 M) NORTH OF A FIBERGLASS WITNESS POST, 0.6 FT (0.2 M) NORTH OF AC6133'THE SOUTH END OF THE HEADWALL AND ABOUT 1 FT (0.3 M) LOWER THAN AC6133'HIGHWAY 43. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC6133'DENSIFICATION SURVEY. AC6133 AC6133 STATION RECOVERY (2004) AC6133 AC6133'RECOVERY NOTE BY CALTRANS 2004 (GC) AC6133'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AC6133'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC AC6133'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0982 *********************************************************************** GT0982 DESIGNATION - J 157 RESET GT0982 PID - GT0982 GT0982 STATE/COUNTY- CA/KINGS GT0982 USGS QUAD - LEMOORE (1954) GT0982 GT0982 *CURRENT SURVEY CONTROL GT0982 ___________________________________________________________________ GT0982* NAD 83(1986)- 36 15 20. (N) 119 50 44. (W) SCALED GT0982* NAVD 88 - 62.75 (+/-2cm) 205.9 (feet) VERTCON GT0982 ___________________________________________________________________ GT0982 GEOID HEIGHT- -33.43 (meters) GEOID03 GT0982 GT0982 VERT ORDER - SECOND CLASS 0 (See Below) GT0982 GT0982.The horizontal coordinates were scaled from a topographic map and have GT0982.an estimated accuracy of +/- 6 seconds. GT0982 GT0982.The NAVD 88 height was computed by applying the VERTCON shift value to GT0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0982.The vertical order pertains to the NGVD 29 superseded value. GT0982 GT0982.The geoid height was determined by GEOID03. GT0982 GT0982; North East Units Estimated Accuracy GT0982;SPC CA 4 - 602,670. 1,924,010. MT (+/- 180 meters Scaled) GT0982 GT0982 SUPERSEDED SURVEY CONTROL GT0982 GT0982 NGVD 29 (??/??/92) 61.881 (m) 203.02 (f) ADJ UNCH 2 0 GT0982 GT0982.Superseded values are not recommended for survey control. GT0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0982.See file dsdata.txt to determine how the superseded data were derived. GT0982 GT0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA443160(NAD 83) GT0982_MARKER: DD = SURVEY DISK GT0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0982_SP_SET: CULVERT GT0982_STAMPING: J157 RESET GT0982_MARK LOGO: CGS GT0982_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0982+STABILITY: SURFACE MOTION GT0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0982+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT0982 GT0982 HISTORY - Date Condition Report By GT0982 HISTORY - 1969 MONUMENTED CGS GT0982 HISTORY - 1972 GOOD NGS GT0982 HISTORY - 1972 GOOD USGS GT0982 HISTORY - 20040701 GOOD CADT GT0982 GT0982 STATION DESCRIPTION GT0982 GT0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT0982'6.2 MI SW FROM LEMOORE. GT0982'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, GT0982'THENCE 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 1.65 GT0982'MILES WEST ALONG JACKSON AVENUE, 0.7 MILE WEST OF THE JUNCTION GT0982'OF 21ST AVENUE AND THE CROSSING OF THE SOUTHERN PACIFIC COMPANY GT0982'RAILROAD, IN THE TOP AND 3.0 FEET WEST OF THE EAST END OF THE GT0982'SOUTH CONCRETE HEAD WALL OF CONCRETE BOX CULVERT B-MI 6.29, GT0982'21 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT GT0982'1/2 FOOT HIGHER THAN THE AVENUE. GT0982 GT0982 STATION RECOVERY (1972) GT0982 GT0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT0982'RECOVERED IN GOOD CONDITION. GT0982 GT0982 STATION RECOVERY (1972) GT0982 GT0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0982'1.0 MILE WEST ALONG BUSH STREET FROM THE JEFFERSON SCHOOL AT LEMOORE, GT0982'THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 41, THENCE 2.15 MILES WEST GT0982'ALONG JACKSON AVENUE, IN THE TOP AND 3.0 FEET WEST OF THE EAST END OF GT0982'THE SOUTH HEADWALL OF A 2-BY-4 FOOT CONCRETE BOX CULVERT B-MI. 6.29, GT0982'19.5 FEET SOUTH OF THE CENTERLINE OF JACKSON AVENUE, AND ABOUT LEVEL GT0982'WITH THE AVENUE. GT0982 GT0982 STATION RECOVERY (2004) GT0982 GT0982'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0982'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0982'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0982'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1729 *********************************************************************** GT1729 DESIGNATION - J 511 WELL GT1729 PID - GT1729 GT1729 STATE/COUNTY- CA/KINGS GT1729 USGS QUAD - VANGUARD (1981) GT1729 GT1729 *CURRENT SURVEY CONTROL GT1729 ___________________________________________________________________ GT1729* NAD 83(1986)- 36 15 19. (N) 119 56 59. (W) SCALED GT1729* NAVD 88 - 75.92 (+/-2cm) 249.1 (feet) VERTCON GT1729 ___________________________________________________________________ GT1729 GEOID HEIGHT- -33.64 (meters) GEOID03 GT1729 GT1729 VERT ORDER - FIRST CLASS II (See Below) GT1729 GT1729.The horizontal coordinates were scaled from a topographic map and have GT1729.an estimated accuracy of +/- 6 seconds. GT1729 GT1729.The NAVD 88 height was computed by applying the VERTCON shift value to GT1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1729.The vertical order pertains to the NGVD 29 superseded value. GT1729 GT1729.The geoid height was determined by GEOID03. GT1729 GT1729; North East Units Estimated Accuracy GT1729;SPC CA 4 - 602,720. 1,914,650. MT (+/- 180 meters Scaled) GT1729 GT1729 SUPERSEDED SURVEY CONTROL GT1729 GT1729 NGVD 29 (??/??/92) 75.037 (m) 246.18 (f) ADJ UNCH 1 2 GT1729 GT1729.Superseded values are not recommended for survey control. GT1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1729.See file dsdata.txt to determine how the superseded data were derived. GT1729 GT1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA349163(NAD 83) GT1729_MARKER: DD = SURVEY DISK GT1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1729_SP_SET: CONCRETE BLOCK GT1729_STAMPING: J 511 WELL 1955 GT1729_MARK LOGO: CGS GT1729_MAGNETIC: O = OTHER; SEE DESCRIPTION GT1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1729+STABILITY: SURFACE MOTION GT1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT1729+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT1729 GT1729 HISTORY - Date Condition Report By GT1729 HISTORY - 1955 MONUMENTED CGS GT1729 HISTORY - 1966 GOOD NGS GT1729 HISTORY - 1972 GOOD NGS GT1729 HISTORY - 20040701 GOOD CADT GT1729 GT1729 STATION DESCRIPTION GT1729 GT1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 GT1729'9.8 MI W FROM LEMOORE. GT1729'9.75 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH GT1729'SCHOOL STADIUM AT LEMOORE, IN A PUMP HOUSE, ON THE TOP OF THE GT1729'NORTHWEST CORNER OF A CONCRETE BLOCK SUPPORTING A WATER PUMP GT1729'(DEPTH OF WELL 1,400 FEET) AND ENCASING THE CASING OF THE WELL, GT1729'199.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85.3 FEET GT1729'SOUTHWEST OF BENCH MARK N 746, 5.7 FEET NORTHWEST OF THE GT1729'NORTHEAST CORNER OF THE PUMP HOUSE, ABOUT 3 FEET HIGHER THAN GT1729'THE HIGHWAY. GT1729 GT1729 STATION RECOVERY (1972) GT1729 GT1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1729'RECOVERED IN GOOD CONDITION. GT1729 GT1729 STATION RECOVERY (2004) GT1729 GT1729'RECOVERY NOTE BY CALTRANS 2004 (AO) GT1729'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT1729'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1729'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2161 *********************************************************************** GT2161 DESIGNATION - K 808 RESET GT2161 PID - GT2161 GT2161 STATE/COUNTY- CA/KINGS GT2161 USGS QUAD - LEMOORE (1954) GT2161 GT2161 *CURRENT SURVEY CONTROL GT2161 ___________________________________________________________________ GT2161* NAD 83(1986)- 36 17 51. (N) 119 48 27. (W) SCALED GT2161* NAVD 88 - 65.10 (+/-2cm) 213.6 (feet) VERTCON GT2161 ___________________________________________________________________ GT2161 GEOID HEIGHT- -33.22 (meters) GEOID03 GT2161 GT2161 VERT ORDER - THIRD (See Below) GT2161 GT2161.The horizontal coordinates were scaled from a topographic map and have GT2161.an estimated accuracy of +/- 6 seconds. GT2161 GT2161.The NAVD 88 height was computed by applying the VERTCON shift value to GT2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT2161.The vertical order pertains to the NGVD 29 superseded value. GT2161 GT2161.The geoid height was determined by GEOID03. GT2161 GT2161; North East Units Estimated Accuracy GT2161;SPC CA 4 - 607,290. 1,927,470. MT (+/- 180 meters Scaled) GT2161 GT2161 SUPERSEDED SURVEY CONTROL GT2161 GT2161 NGVD 29 (08/19/04) 64.24 (m) 210.8 (f) RESET 3 GT2161 GT2161.Superseded values are not recommended for survey control. GT2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2161.See file dsdata.txt to determine how the superseded data were derived. GT2161 GT2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA478206(NAD 83) GT2161_MARKER: DV = VERTICAL CONTROL DISK GT2161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE GT2161_SP_SET: HEADWALL GT2161_STAMPING: K808 RESET 1991 GT2161_MARK LOGO: NGS GT2161_MAGNETIC: N = NO MAGNETIC MATERIAL GT2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT2161+STABILITY: SURFACE MOTION GT2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2161+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004 GT2161 GT2161 HISTORY - Date Condition Report By GT2161 HISTORY - 1991 MONUMENTED NGS GT2161 HISTORY - 20040705 GOOD CADT GT2161 GT2161 STATION DESCRIPTION GT2161 GT2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 GT2161'1.0 MILES (1.6 KM) WEST ALONG BUSH STREET FROM LEMOORE ELEMENTARY GT2161'SCHOOL IN LEMOORE, IN R20E T19S, IN THE SOUTHEAST CORNER OF THE GT2161'NORTHWEST QUARTER OF SECTION 9, ABOUT 200 YARDS, NORTH ALONG STATE GT2161'HIGHWAY 41 FROM THE INTERSECTION OF HIGHWAY 41 AND BUSH STREET, IT IS GT2161'ON THE NORTHEAST CORNER OF A 1910 RAILROAD BRIDGE THAT IS 20 FEET GT2161'(6.1 M) WIDE, MONUMENT IS 31.0 FEET (9.4 M) WEST OF CENTERLINE OF GT2161'HIGHWAY 41, 13.7 FEET (4.2 M) SOUTHEAST OF RAILROAD SIGNAL, 8.2 FEET GT2161'(2.5 M) NORTH OF CENTERLINE OF RAILROAD TRACKS, AND 3.9 FEET (1.2 M) GT2161'SOUTH-SOUTHEAST OF WHITE CARSONITE WITNESS POST. GT2161 GT2161 STATION RECOVERY (2004) GT2161 GT2161'RECOVERY NOTE BY CALTRANS 2004 (AO) GT2161'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS. GT2161'THE MONUMENT IS 31.0 FEET WEST OF THE CENTERLINE OF AVENUE 19 1/2 (OLD GT2161'STATE HIGHWAY 41), 13.7 FEET SOUTHEAST OF A RAILROAD SIGNAL, 8.2 FEET GT2161'NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS AND 3.9 FEET GT2161'SOUTH-SOUTHWEST OF A WHITE CARSONITE WITNESS POST. THIS STATION WAS GT2161'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION GT2161'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0999 *********************************************************************** GT0999 HT_MOD - This is a Height Modernization Survey Station. 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(1998)- 36 18 14.61734(N) 119 46 56.07084(W) ADJUSTED GT0999* NAVD 88 - 66.20 (meters) 217.2 (feet) GPS OBS GT0999 ___________________________________________________________________ GT0999 EPOCH DATE - 2004.50 GT0999 X - -2,556,104.300 (meters) COMP GT0999 Y - -4,466,419.081 (meters) COMP GT0999 Z - 3,755,453.970 (meters) COMP GT0999 LAPLACE CORR- 4.12 (seconds) DEFLEC99 GT0999 ELLIP HEIGHT- 33.01 (meters) (06/30/05) GPS OBS GT0999 GEOID HEIGHT- -33.15 (meters) GEOID03 GT0999 GT0999 HORZ ORDER - B GT0999 VERT ORDER - FIRST CLASS II (See Below) GT0999 ELLP ORDER - FOURTH CLASS I GT0999 GT0999.The horizontal coordinates were established by GPS observations GT0999.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0999.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0999.DATUM ITEM on the data sheet items page. 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 using precise GPS observation and GT0999.processing techniques. GT0999.The vertical order pertains to the NGVD 29 superseded value. 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 GEOID03. GT0999 GT0999; North East Units Scale Factor Converg. GT0999;SPC CA 4 - 607,999.258 1,929,745.761 MT 0.99995644 -0 28 00.0 GT0999;SPC CA 4 - 1,994,744.23 6,331,174.22 sFT 0.99995644 -0 28 00.0 GT0999;UTM 11 - 4,021,266.918 250,179.674 MT 1.00036903 -1 38 53.3 GT0999 GT0999! - Elev Factor x Scale Factor = Combined Factor GT0999!SPC CA 4 - 0.99999482 x 0.99995644 = 0.99995126 GT0999!UTM 11 - 0.99999482 x 1.00036903 = 1.00036385 GT0999 GT0999: Primary Azimuth Mark Grid Az GT0999:SPC CA 4 - LEMOORE AZ MK 358 55 46.2 GT0999:UTM 11 - LEMOORE AZ MK 000 06 39.5 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 3582746.2 | GT0999|---------------------------------------------------------------------| GT0999 GT0999 SUPERSEDED SURVEY CONTROL GT0999 GT0999 ELLIP H (01/22/97) 33.38 (m) GP( ) 4 2 GT0999 NAD 83(1992)- 36 18 14.61081(N) 119 46 56.06545(W) AD(1991.35) B 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_SP_SET: CONCRETE POST GT0999_STAMPING: LEMOORE 1944 1961 GT0999_MARK LOGO: CGS GT0999_PROJECTION: FLUSH 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 - September 01, 2004 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 HISTORY - 20040901 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. GT0999 GT0999 STATION RECOVERY (2004) GT0999 GT0999'RECOVERY NOTE BY CALTRANS 2004 (GC) GT0999'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0999'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0999'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0945 *********************************************************************** GT0945 DESIGNATION - M 1204 GT0945 PID - GT0945 GT0945 STATE/COUNTY- CA/KINGS GT0945 USGS QUAD - HANFORD (1954) GT0945 GT0945 *CURRENT SURVEY CONTROL GT0945 ___________________________________________________________________ GT0945* NAD 83(1986)- 36 19 29. (N) 119 38 13. (W) SCALED GT0945* NAVD 88 - 75.97 (+/-2cm) 249.2 (feet) VERTCON GT0945 ___________________________________________________________________ GT0945 GEOID HEIGHT- -32.65 (meters) GEOID03 GT0945 GT0945 VERT ORDER - SECOND CLASS 0 (See Below) GT0945 GT0945.The horizontal coordinates were scaled from a topographic map and have GT0945.an estimated accuracy of +/- 6 seconds. GT0945 GT0945.The NAVD 88 height was computed by applying the VERTCON shift value to GT0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0945.The vertical order pertains to the NGVD 29 superseded value. GT0945 GT0945.The geoid height was determined by GEOID03. GT0945 GT0945; North East Units Estimated Accuracy GT0945;SPC CA 4 - 610,200. 1,942,810. MT (+/- 180 meters Scaled) GT0945 GT0945 SUPERSEDED SURVEY CONTROL GT0945 GT0945 NGVD 29 (??/??/92) 75.132 (m) 246.50 (f) ADJ UNCH 2 0 GT0945 GT0945.Superseded values are not recommended for survey control. GT0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0945.See file dsdata.txt to determine how the superseded data were derived. GT0945 GT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA632231(NAD 83) GT0945_MARKER: DB = BENCH MARK DISK GT0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE GT0945_SP_SET: OVERPASS GT0945_STAMPING: M 1204 1969 GT0945_MARK LOGO: CGS GT0945_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GT0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0945+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0945 GT0945 HISTORY - Date Condition Report By GT0945 HISTORY - 1969 MONUMENTED CGS GT0945 HISTORY - 20040706 GOOD CADT GT0945 GT0945 STATION DESCRIPTION GT0945 GT0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT0945'0.7 MI E FROM HANFORD. GT0945'0.5 MILE EAST ALONG 7TH STREET AND LACEY BOULEVARD FROM THE GT0945'JUSTICE COURT BUILDING (FORMER POST OFFICE) AT HANFORD, THENCE GT0945'0.2 MILE SOUTH ALONG 10TH AVENUE, AT AN OVERPASS OVER STATE GT0945'HIGHWAY 198, IN THE TOP AND 1.1 FEET SOUTH OF THE NORTH END OF GT0945'THE EAST CONCRETE GUARDRAIL OF THE OVERPASS, AND ABOUT 3 FEET GT0945'HIGHER THAN THE AVENUE. SECTION 31, T 18S, R21E GT0945 GT0945 STATION RECOVERY (2004) GT0945 GT0945'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0945'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0945'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0945'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT2009 *********************************************************************** GT2009 HT_MOD - This is a Height Modernization Survey Station. GT2009 DESIGNATION - MADISON AZ MK GT2009 PID - GT2009 GT2009 STATE/COUNTY- CA/KINGS GT2009 USGS QUAD - STRATFORD (1954) GT2009 GT2009 *CURRENT SURVEY CONTROL GT2009 ___________________________________________________________________ GT2009* NAD 83(1998)- 36 10 18.87916(N) 119 50 26.83873(W) ADJUSTED GT2009* NAVD 88 - 58.84 (meters) 193.0 (feet) GPS OBS GT2009 ___________________________________________________________________ GT2009 EPOCH DATE - 2004.50 GT2009 X - -2,564,977.040 (meters) COMP GT2009 Y - -4,471,318.374 (meters) COMP GT2009 Z - 3,743,621.927 (meters) COMP GT2009 LAPLACE CORR- 3.07 (seconds) DEFLEC99 GT2009 ELLIP HEIGHT- 25.12 (meters) (06/30/05) GPS OBS GT2009 GEOID HEIGHT- -33.69 (meters) GEOID03 GT2009 GT2009 HORZ ORDER - B GT2009 ELLP ORDER - FOURTH CLASS I GT2009 GT2009.The horizontal coordinates were established by GPS observations GT2009.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT2009.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT2009.DATUM ITEM on the data sheet items page. GT2009.The horizontal coordinates are valid at the epoch date displayed above. GT2009.The epoch date for horizontal control is a decimal equivalence GT2009.of Year/Month/Day. GT2009 GT2009.The orthometric height was determined by GPS observations and a GT2009.high-resolution geoid model using precise GPS observation and GT2009.processing techniques. GT2009 GT2009.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT2009 GT2009.The Laplace correction was computed from DEFLEC99 derived deflections. GT2009 GT2009.The ellipsoidal height was determined by GPS observations GT2009.and is referenced to NAD 83. GT2009 GT2009.The geoid height was determined by GEOID03. GT2009 GT2009; North East Units Scale Factor Converg. GT2009;SPC CA 4 - 593,381.022 1,924,359.366 MT 0.99997195 -0 30 05.8 GT2009;SPC CA 4 - 1,946,784.24 6,313,502.35 sFT 0.99997195 -0 30 05.8 GT2009;UTM 11 - 4,006,756.447 244,491.298 MT 1.00040448 -1 40 39.2 GT2009 GT2009! - Elev Factor x Scale Factor = Combined Factor GT2009!SPC CA 4 - 0.99999606 x 0.99997195 = 0.99996801 GT2009!UTM 11 - 0.99999606 x 1.00040448 = 1.00040054 GT2009 GT2009 SUPERSEDED SURVEY CONTROL GT2009 GT2009 NAD 83(1992)- 36 10 18.87327(N) 119 50 26.83358(W) AD(1991.35) 1 GT2009 ELLIP H (01/22/97) 25.30 (m) GP(1991.35) 4 2 GT2009 NAD 83(1992)- 36 10 18.87373(N) 119 50 26.82601(W) AD(1991.35) 3 GT2009 NAD 83(1986)- 36 10 18.87246(N) 119 50 26.82720(W) AD(1984.00) 3 GT2009 NAD 27 - 36 10 19.04748(N) 119 50 23.34329(W) AD( ) 3 GT2009 NGVD 29 (07/19/86) 58.6 (m) 192. (f) VERT ANG GT2009 GT2009.Superseded values are not recommended for survey control. GT2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT2009.See file dsdata.txt to determine how the superseded data were derived. GT2009 GT2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4449106756(NAD 83) GT2009_MARKER: DD = SURVEY DISK GT2009_SETTING: 30 = SET IN A LIGHT STRUCTURE GT2009_SP_SET: TOP OF HEADWALL GT2009_STAMPING: MADISON 1973 AZIMUTH MARK GT2009_MARK LOGO: CADH GT2009_MAGNETIC: N = NO MAGNETIC MATERIAL GT2009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT2009+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT2009 GT2009 HISTORY - Date Condition Report By GT2009 HISTORY - 1973 MONUMENTED CADT GT2009 HISTORY - 19931018 GOOD CADT GT2009 HISTORY - 19960329 GOOD CADT GT2009 HISTORY - 20040218 GOOD INDIV GT2009 HISTORY - 20040519 GOOD CADT GT2009 GT2009 STATION DESCRIPTION GT2009 GT2009'DESCRIBED BY CALTRANS 1973 (HF) GT2009'MARK, STAMPED MADISON 1973 AZIMUTH MARK, IS A STANDARD 3-1/2 IN GT2009'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, CEMENTED IN A DRILL GT2009'HOLE IN A CONCRETE CULVERT HEADWALL. IT IS 56 FEET NORTHWEST OF GT2009'THE CENTER OF STATE HIGHWAY 41. GT2009 GT2009 STATION RECOVERY (1993) GT2009 GT2009'RECOVERY NOTE BY CALTRANS 1993 (RGD) GT2009'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE GT2009'STATION IS LOCATED ON THE NORTHWEST SIDE OF STATE HIGHWAY 41, ABOUT 17 GT2009'MI (27.4 KM) NORTHWEST OF CORCORAN, 13 MI (20.9 KM) NORTHEAST OF GT2009'KETTLEMAN CITY, 10 MI (16.1 KM) SOUTH OF LEMOORE, AND 2 MI (3.2 KM) GT2009'SOUTHWEST OF STRATFORD. TO REACH THE STATION FROM THE JUNCTION OF GT2009'STATE HIGHWAYS 41 AND 198, ABOUT 1 MI (1.6 KM) SOUTHWEST OF LEMOORE, GT2009'GO SOUTH ON HIGHWAY 41 FOR 6.7 MI (10.8 KM) TO THE INTERSECTION WITH GT2009'LAUREL AVENUE ON THE WEST SIDE OF STRATFORD. CONTINUE SOUTH ON GT2009'HIGHWAY 41 FOR 0.75 MI (1.21 KM) TO THE HIGHWAY BRIDGE OVER THE KINGS GT2009'RIVER. CONTINUE SOUTH ON HIGHWAY 41 FOR 0.75 MI (1.21 KM) TO AN GT2009'IRRIGATION CANAL AND THE STATION ON THE RIGHT AT POST MILE 31.6. THE GT2009'STATION IS SET AT THE NORTHEAST CORNER OF THE CONCRETE HEADWALL OF THE GT2009'IRRIGATION CANAL, 55.7 FT (17.0 M) NORTHWEST OF THE CENTERLINE OF GT2009'HIGHWAY 41, 5.0 FT (1.5 M) NORTHEAST OF THE CENTER OF THE IRRIGATION GT2009'CANAL, 5.0 FT (1.5 M) NORTHEAST OF TULARE LAKE IRRIGATION DISTRICT GT2009'BENCH MARK NO 98, 3.0 FT (0.9 M) SOUTHWEST OF A FIBERGLASS WITNESS GT2009'POST AND ABOUT 4 FT (1.2 M) LOWER THAN HIGHWAY 41. THE STATION WAS GT2009'OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. GT2009 GT2009 STATION RECOVERY (1996) GT2009 GT2009'RECOVERY NOTE BY CALTRANS 1996 (RGD) GT2009'RECOVERED AS DESCRIBED. GT2009 GT2009 STATION RECOVERY (2004) GT2009 GT2009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAS) GT2009'RECOVERED IN GOOD CONDITION. GT2009 GT2009 STATION RECOVERY (2004) GT2009 GT2009'RECOVERY NOTE BY CALTRANS 2004 (GC) GT2009'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS. 9.8 METERS GT2009'SOUTHWEST OF THE EAST END OF IRRIGATION DITCH HEADWALL, 0.2 METERS GT2009'SOUTHWEST OF A FIBERGLASS WITNESS POST FACING EAST. THIS STATION WAS GT2009'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION GT2009'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6694 *********************************************************************** DH6694 HT_MOD - This is a Height Modernization Survey Station. DH6694 DESIGNATION - MEDINA DH6694 PID - DH6694 DH6694 STATE/COUNTY- CA/KINGS DH6694 USGS QUAD - REMNOY (1954) DH6694 DH6694 *CURRENT SURVEY CONTROL DH6694 ___________________________________________________________________ DH6694* NAD 83(1998)- 36 16 35.68976(N) 119 36 01.91752(W) ADJUSTED DH6694* NAVD 88 - 69.14 (meters) 226.8 (feet) GPS OBS DH6694 ___________________________________________________________________ DH6694 EPOCH DATE - 2004.50 DH6694 X - -2,542,819.379 (meters) COMP DH6694 Y - -4,476,074.714 (meters) COMP DH6694 Z - 3,752,998.127 (meters) COMP DH6694 LAPLACE CORR- 5.06 (seconds) DEFLEC99 DH6694 ELLIP HEIGHT- 36.36 (meters) (06/30/05) GPS OBS DH6694 GEOID HEIGHT- -32.75 (meters) GEOID03 DH6694 DH6694 HORZ ORDER - B DH6694 ELLP ORDER - FOURTH CLASS I DH6694 DH6694.The horizontal coordinates were established by GPS observations DH6694.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6694.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6694.DATUM ITEM on the data sheet items page. DH6694.The horizontal coordinates are valid at the epoch date displayed above. DH6694.The epoch date for horizontal control is a decimal equivalence DH6694.of Year/Month/Day. DH6694 DH6694.The orthometric height was determined by GPS observations and a DH6694.high-resolution geoid model using precise GPS observation and DH6694.processing techniques. DH6694 DH6694.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6694 DH6694.The Laplace correction was computed from DEFLEC99 derived deflections. DH6694 DH6694.The ellipsoidal height was determined by GPS observations DH6694.and is referenced to NAD 83. DH6694 DH6694.The geoid height was determined by GEOID03. DH6694 DH6694; North East Units Scale Factor Converg. DH6694;SPC CA 4 - 604,832.672 1,946,046.013 MT 0.99995923 -0 21 29.8 DH6694;SPC CA 4 - 1,984,355.19 6,384,652.63 sFT 0.99995923 -0 21 29.8 DH6694;UTM 11 - 4,017,763.696 266,417.061 MT 1.00027230 -1 32 21.8 DH6694 DH6694! - Elev Factor x Scale Factor = Combined Factor DH6694!SPC CA 4 - 0.99999429 x 0.99995923 = 0.99995352 DH6694!UTM 11 - 0.99999429 x 1.00027230 = 1.00026659 DH6694 DH6694 SUPERSEDED SURVEY CONTROL DH6694 DH6694.No superseded survey control is available for this station. DH6694 DH6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6641717764(NAD 83) DH6694_MARKER: DD = SURVEY DISK DH6694_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6694_STAMPING: MEDINA 2004 DH6694_MARK LOGO: CADT DH6694_PROJECTION: FLUSH DH6694_MAGNETIC: N = NO MAGNETIC MATERIAL DH6694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6694+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6694_ROD/PIPE-DEPTH: 6.1 meters DH6694_SLEEVE-DEPTH : 1.2 meters DH6694 DH6694 HISTORY - Date Condition Report By DH6694 HISTORY - 20031022 MONUMENTED CADT DH6694 DH6694 STATION DESCRIPTION DH6694 DH6694'DESCRIBED BY CALTRANS 2003 (GC) DH6694'THE STATION IS ABOUT 17 MILES NORTHEAST OF THE CITY OF TULARE AND DH6694'ABOUT 5 MILES SOUTHEAST OF THE CITY OF HANFORD. TO REACH THE STATION DH6694'FROM THE INTERSECTION OF STATE HIGHWAY 198 AND STATE HIGHWAY 43, DH6694'ABOUT 2 MILES EAST OF HANFORD, GO SOUTH 2.9 MILES ON HWY 43 TO THE DH6694'INTERSECTION OF HWY 43 AND IONA AVENUE. CONTINUE SOUTH 0.5 MILES ON DH6694'HWY 43 TO A DIRT ROAD AND THE STATION ON THE LEFT (EAST). THE DH6694'STATION IS AT THE SOUTHEAST CORNER OF THE INTERSECTION OF HWY 43 AND DH6694'THE DIRT ROAD. THE MONUMENT IS A 3.5 INCH CADT ALUMINUM CAP IN WELL, DH6694'FLUSH, STAMPED MEDINA 2004, SET ON AN ALUMINUM ROD DRIVEN 20 FT INTO DH6694'THE GROUND, 16.0 METERS EAST OF THE EDGE OF PAVEMENT OF HWY 43, 12.7 DH6694'METERS SOUTH OF THE CENTERLINE OF DIRT ROAD AND 4.4 METERS NORTHEAST DH6694'OF A BARBED WIRE FENCE POST. THIS STATION WAS OBSERVED AS PART OF DH6694'THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU3113 *********************************************************************** FU3113 FBN - This is a Federal Base Network Control Station. FU3113 DESIGNATION - MI 180.9 A FU3113 PID - FU3113 FU3113 STATE/COUNTY- CA/KINGS FU3113 USGS QUAD - LOS VIEJOS (1981) FU3113 FU3113 *CURRENT SURVEY CONTROL FU3113 ___________________________________________________________________ FU3113* NAD 83(1998)- 35 56 03.80036(N) 119 55 45.47460(W) ADJUSTED FU3113* NAVD 88 - 99.483 (meters) 326.39 (feet) ADJUSTED FU3113 ___________________________________________________________________ FU3113 EPOCH DATE - 2004.50 FU3113 X - -2,579,636.347 (meters) COMP FU3113 Y - -4,480,821.314 (meters) COMP FU3113 Z - 3,722,337.678 (meters) COMP FU3113 LAPLACE CORR- -2.31 (seconds) DEFLEC99 FU3113 ELLIP HEIGHT- 65.04 (meters) (06/30/05) GPS OBS FU3113 GEOID HEIGHT- -34.39 (meters) GEOID03 FU3113 DYNAMIC HT - 99.392 (meters) 326.09 (feet) COMP FU3113 MODELED GRAV- 979,718.6 (mgal) NAVD 88 FU3113 FU3113 HORZ ORDER - B FU3113 VERT ORDER - FIRST CLASS I FU3113 ELLP ORDER - FOURTH CLASS I FU3113 FU3113.ITRF positions are available for this station. FU3113.The horizontal coordinates were established by GPS observations FU3113.and adjusted by the GEODETIC SOLUTIONS in June 2005. FU3113.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU3113.DATUM ITEM on the data sheet items page. FU3113.The horizontal coordinates are valid at the epoch date displayed above. FU3113.The epoch date for horizontal control is a decimal equivalence FU3113.of Year/Month/Day. FU3113 FU3113.The orthometric height was determined by differential leveling FU3113.and adjusted by the National Geodetic Survey in June 1991. FU3113 FU3113.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU3113 FU3113.The Laplace correction was computed from DEFLEC99 derived deflections. FU3113 FU3113.The ellipsoidal height was determined by GPS observations FU3113.and is referenced to NAD 83. FU3113 FU3113.The geoid height was determined by GEOID03. FU3113 FU3113.The dynamic height is computed by dividing the NAVD 88 FU3113.geopotential number by the normal gravity value computed on the FU3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FU3113.degrees latitude (g = 980.6199 gals.). FU3113 FU3113.The modeled gravity was interpolated from observed gravity values. FU3113 FU3113; North East Units Scale Factor Converg. FU3113;SPC CA 4 - 567,100.445 1,916,141.884 MT 1.00001305 -0 33 15.9 FU3113;SPC CA 4 - 1,860,562.04 6,286,542.16 sFT 1.00001305 -0 33 15.9 FU3113;UTM 11 - 3,980,637.752 235,734.649 MT 1.00046061 -1 43 12.3 FU3113;UTM 10 - 3,981,030.212 777,025.700 MT 1.00054575 +1 48 11.6 FU3113 FU3113! - Elev Factor x Scale Factor = Combined Factor FU3113!SPC CA 4 - 0.99998979 x 1.00001305 = 1.00000284 FU3113!UTM 11 - 0.99998979 x 1.00046061 = 1.00045040 FU3113!UTM 10 - 0.99998979 x 1.00054575 = 1.00053554 FU3113 FU3113 SUPERSEDED SURVEY CONTROL FU3113 FU3113 NAD 83(1998)- 35 56 03.79803(N) 119 55 45.47229(W) AD(1998.50) A FU3113 ELLIP H (04/06/00) 65.04 (m) GP(1998.50) 3 1 FU3113 NAD 83(1992)- 35 56 03.79329(N) 119 55 45.46873(W) AD(1991.35) 1 FU3113 ELLIP H (01/22/97) 65.09 (m) GP(1991.35) 4 2 FU3113 NAVD 88 (01/22/97) 99.48 (m) 326.4 (f) LEVELING 3 FU3113 NGVD 29 (??/??/92) 98.550 (m) 323.33 (f) ADJ UNCH 1 1 FU3113 FU3113.Superseded values are not recommended for survey control. FU3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3113.See file dsdata.txt to determine how the superseded data were derived. FU3113 FU3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV3573580638(NAD 83) FU3113_MARKER: DB = BENCH MARK DISK FU3113_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES FU3113_SP_SET: ABUTMENT FU3113_STAMPING: MILE 180.9A 1967 178.53A FU3113_MARK LOGO: CADWR FU3113_PROJECTION: FLUSH FU3113_MAGNETIC: N = NO MAGNETIC MATERIAL FU3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3113+STABILITY: SURFACE MOTION FU3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU3113+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 FU3113 FU3113 HISTORY - Date Condition Report By FU3113 HISTORY - 1967 MONUMENTED CADWR FU3113 HISTORY - 1969 GOOD NGS FU3113 HISTORY - 1975 GOOD NGS FU3113 HISTORY - 19890224 GOOD NGS FU3113 HISTORY - 19960325 GOOD CADT FU3113 HISTORY - 19980408 GOOD NGS FU3113 HISTORY - 20040901 GOOD CSRC FU3113 FU3113 STATION DESCRIPTION FU3113 FU3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 FU3113'5.7 MI SE FROM KETTLEMAN CITY. FU3113'5.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM FU3113'AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.0 FOOT SOUTHWEST FU3113'OF THE NORTHEAST END OF THE NORTHWEST CURB OF THE UTICA AVENUE BRIDGE FU3113'OVER THE AQUEDUCT, 15 FEET NORTHWEST OF THE CENTER LINE OF THE FU3113'AVENUE AND 1 FOOT HIGHER THAN THE AVENUE. FU3113 FU3113 STATION RECOVERY (1975) FU3113 FU3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 FU3113'RECOVERED IN GOOD CONDITION. FU3113 FU3113 STATION RECOVERY (1989) FU3113 FU3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FU3113'RECOVERED IN GOOD CONDITION. FU3113 FU3113 STATION RECOVERY (1996) FU3113 FU3113'RECOVERY NOTE BY CALTRANS 1996 (RGD) FU3113'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE FU3113'STATION IS LOCATED ON THE EAST SIDE OF THE CALIFORNIA AQUEDUCT AT FU3113'UTICA AVENUE, ABOUT 27 MI (43.5 KM) SOUTH-SOUTHWEST OF LEMOORE, 12 MI FU3113'(19.3 KM) SOUTHEAST OF AVENAL AND 5 MI (8.0 KM) SOUTH OF KETTLEMAN FU3113'CITY. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 FU3113'AND STATE HIGHWAY 41 AT KETTLEMAN CITY, GO SOUTH ON INTERSTATE 5 FOR FU3113'4.1 MI (6.6 KM) TO THE UTICA AVENUE OFF-RAMP. TAKE THE OFF-RAMP SOUTH FU3113'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH UTICA AVENUE. TURN RIGHT FU3113'AND GO WEST ON UTICA AVENUE FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT, FU3113'25TH AVENUE. CONTINUE WEST ON UTICA AVENUE, NOW A GRAVEL ROAD, FOR FU3113'0.3 MI (0.5 KM) TO THE EAST END OF THE BRIDGE OVER THE CALIFORNIA FU3113'AQUEDUCT AND THE STATION ON THE RIGHT. THE STATION IS LOCATED AT FU3113'AQUEDUCT POST MILE 178.54. THE STATION IS SET FLUSH IN THE TOP OF THE FU3113'BRIDGE CURB AT THE NORTH END OF THE EAST ABUTMENT, 81 FT (24.7 M) EAST FU3113'OF THE CENTER OF THE AQUEDUCT, 15.3 FT (4.7 M) NORTH OF THE CENTERLINE FU3113'OF UTICA AVENUE, 1.0 FT (0.3 M) SOUTH OF THE NORTH EDGE OF THE BRIDGE, FU3113'1.0 FT (0.3 M) WEST OF THE EAST END OF THE BRIDGE AND 0.9 FT (0.3 M) FU3113'HIGHER THAN THE BRIDGE DECK. THE STATION WAS OCCUPIED AS PART OF A FU3113'CALIFORNIA HPGN DENSIFICATION SURVEY. FU3113 FU3113 STATION RECOVERY (1998) FU3113 FU3113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) FU3113'THE STATION IS LOCATED ABOUT 9.17 KM (5.70 MI) SOUTH OF KETTLEMAN FU3113'CITY, ABOUT 1.48 KM (0.90 MI) SOUTHWEST OF INTERSTATE HIGHWAY 5, ON FU3113'THE NORTHWEST SIDE OF UTICA AVENUE, IN TOP OF AND 0.3 M (1.0 FT) FU3113'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CURB OF THE UTICA FU3113'AVENUE BRIDGE OVER THE AQUEDUCT. OWNERSHIP--CALIFORNIA DEPARTMENT OF FU3113'WATER RESOURCES. TO REACH THE STATION FROM THE OVERPASS JUNCTION OF FU3113'INTERSTATE HIGHWAY 5 AND UTICA AVE ABOUT 9.17 KM (5.70 MI) FU3113'SOUTH-SOUTHEAST OF KETTLEMAN CITY, GO WEST FOR 1.48 KM (0.90 MI) ON FU3113'UTICA AVENUE TO THE BRIDGE OVER THE AQUEDUCT AND THE STATION ON THE FU3113'RIGHT. LOCATED 4.57 M (14.99 FT) NORTHWEST OF THE CENTER OF UTICA FU3113'AVENUE AND ABOUT 0.3 M (1.0 FT) ABOVE THE BRIDGE LEVEL. FU3113 FU3113 STATION RECOVERY (2004) FU3113 FU3113'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) FU3113'RECOVERED IN GOOD CONDITION AS DESCRIBED. LOCATION ON THE AQUEDUCT IS FU3113'AT MILE 178.54. THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN FU3113'VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 FU2884 *********************************************************************** FU2884 DESIGNATION - MI 191.6 A FU2884 PID - FU2884 FU2884 STATE/COUNTY- CA/KINGS FU2884 USGS QUAD - WEST CAMP (1973) FU2884 FU2884 *CURRENT SURVEY CONTROL FU2884 ___________________________________________________________________ FU2884* NAD 83(1998)- 35 47 23.99667(N) 119 52 10.23166(W) ADJUSTED FU2884* NAVD 88 - 98.72 (meters) 323.9 (feet) LEVELING FU2884 ___________________________________________________________________ FU2884 EPOCH DATE - 2004.50 FU2884 X - -2,579,633.038 (meters) COMP FU2884 Y - -4,491,649.067 (meters) COMP FU2884 Z - 3,709,353.074 (meters) COMP FU2884 LAPLACE CORR- -2.66 (seconds) DEFLEC99 FU2884 ELLIP HEIGHT- 64.00 (meters) (06/30/05) GPS OBS FU2884 GEOID HEIGHT- -34.68 (meters) GEOID03 FU2884 FU2884 HORZ ORDER - B FU2884 VERT ORDER - THIRD FU2884 ELLP ORDER - FOURTH CLASS I FU2884 FU2884.The horizontal coordinates were established by GPS observations FU2884.and adjusted by the GEODETIC SOLUTIONS in June 2005. FU2884.This is a SPECIAL STATUS position. See SPECIAL STATUS under the FU2884.DATUM ITEM on the data sheet items page. FU2884.The horizontal coordinates are valid at the epoch date displayed above. FU2884.The epoch date for horizontal control is a decimal equivalence FU2884.of Year/Month/Day. FU2884 FU2884.The orthometric height was determined by differential leveling. FU2884.The vertical network tie was performed by a horz. field party for horz. FU2884.obs reductions. Reset procedures were used to establish the elevation. FU2884 FU2884.The X, Y, and Z were computed from the position and the ellipsoidal ht. FU2884 FU2884.The Laplace correction was computed from DEFLEC99 derived deflections. FU2884 FU2884.The ellipsoidal height was determined by GPS observations FU2884.and is referenced to NAD 83. FU2884 FU2884.The geoid height was determined by GEOID03. FU2884 FU2884; North East Units Scale Factor Converg. FU2884;SPC CA 4 - 551,029.115 1,921,391.989 MT 1.00004633 -0 31 07.5 FU2884;SPC CA 4 - 1,807,834.69 6,303,766.88 sFT 1.00004633 -0 31 07.5 FU2884;UTM 11 - 3,964,456.454 240,659.526 MT 1.00042886 -1 40 44.7 FU2884 FU2884! - Elev Factor x Scale Factor = Combined Factor FU2884!SPC CA 4 - 0.99998996 x 1.00004633 = 1.00003628 FU2884!UTM 11 - 0.99998996 x 1.00042886 = 1.00041881 FU2884 FU2884 SUPERSEDED SURVEY CONTROL FU2884 FU2884 NGVD 29 (??/??/92) 97.782 (m) 320.81 (f) ADJ UNCH 1 1 FU2884 FU2884.Superseded values are not recommended for survey control. FU2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2884.See file dsdata.txt to determine how the superseded data were derived. FU2884 FU2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4066064456(NAD 83) FU2884_MARKER: DB = BENCH MARK DISK FU2884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES FU2884_SP_SET: WINGWALL FU2884_STAMPING: MILE 191.6 A 189.33 A FU2884_MARK LOGO: CADWR FU2884_MAGNETIC: N = NO MAGNETIC MATERIAL FU2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2884+STABILITY: SURFACE MOTION FU2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FU2884+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 FU2884 FU2884 HISTORY - Date Condition Report By FU2884 HISTORY - UNK MONUMENTED CADWR FU2884 HISTORY - 1969 GOOD NGS FU2884 HISTORY - 1975 GOOD NGS FU2884 HISTORY - 19890228 GOOD NGS FU2884 HISTORY - 20040901 GOOD CSRC FU2884 FU2884 STATION DESCRIPTION FU2884 FU2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 FU2884'16.3 MI SE FROM KETTLEMAN CITY. FU2884'16.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM FU2884'AVENUE BRIDGE AT KETTLEMAN CITY, NEAR THE KINGS-KERN COUNTY LINE, FU2884'IN THE TOP AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE FU2884'NORTHEAST CONCRETE ABUTMENT OF AN OPERATING BRIDGE OVER THE AQUEDUCT, FU2884'13.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD ACROSS THE BRIDGE, FU2884'1.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN FU2884'THE ROAD. FU2884 FU2884 STATION RECOVERY (1975) FU2884 FU2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 FU2884'RECOVERED IN GOOD CONDITION. FU2884 FU2884 STATION RECOVERY (1989) FU2884 FU2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FU2884'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 26.3 KM FU2884'(16.35 MI) SOUTHEASTERLY ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM FU2884'AVENUE IN KETTLEMAN CITY, AT THE KERN-KINGS COUNTY LINE, IN TOP OF AND FU2884'3.8 M (12.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST FU2884'WINGWALL OF BRIDGE NUMBER 189.34 SPANNING THE AQUDECT, 11.4 M FU2884'(37.4 FT) SOUTHWEST OF THE CENTER OF THE NORTHEAST LEVEE ROAD, 4.0 M FU2884'(13.1 FT) NORTHWEST OF THE CENTER OF THE ROAD CROSSING THE BRIDGE, AND FU2884'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE BRIDGE. FU2884 FU2884 STATION RECOVERY (2004) FU2884 FU2884'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) FU2884'16.3 MI SE FROM KETTLEMAN CITY ON THE CALIFORNIA AQUEDUCT. TO REACH FU2884'FROM THE TWISSELMAN RD. EXIT ON I-5, GO WEST ON TWISSELMAN RD. 5.9 KM FU2884'(3.7 MILES) TO THE CALIFORNIA AQUEDUCT CROSSING. CONTINUE WEST ON FU2884'TWISSELMAN 5.6 KM (3.5 MILES) TO KING RD. A PAVED ROAD RIGHT. GO FU2884'RIGHT (NORTH) 5 KM (3.1 MILES) TO THE PARAMOUNT FARMS KING PROCESSING FU2884'FACILITY ON THE LEFT, WHERE KING RD. BEARS LEFT (NORTHWEST) AND A FU2884'SIDE ROAD CONTINUES NORTH. GO NORTH ON THE SIDE ROAD 1.8 KM (1.1 FU2884'MILES) TO THE AQUEDUCT CROSSING AT THE KINGS/KERN COUNTY LINE. GO FU2884'RIGHT (EAST) CROSS THE AQUEDUCT TO THE STATION ON THE LEFT. STATION FU2884'IS LOCATED ON THE NORTHEAST WINGWALL OF THE AQUEDUCT BRIDGE, 3.6 M FU2884'(11.9 FT) NORTH OF THE CENTERLINE OF THE OVERPASS ROAD AND 12.5 M (41 FU2884'FT) WEST OF THE CENTERLINE OF THE EAST LEVEE ROAD. THIS STATION WAS FU2884'OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION FU2884'SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0912 *********************************************************************** GT0912 DESIGNATION - N 1204 GT0912 PID - GT0912 GT0912 STATE/COUNTY- CA/KINGS GT0912 USGS QUAD - REMNOY (1954) GT0912 GT0912 *CURRENT SURVEY CONTROL GT0912 ___________________________________________________________________ GT0912* NAD 83(1986)- 36 19 40. (N) 119 36 13. (W) SCALED GT0912* NAVD 88 - 76.48 (+/-2cm) 250.9 (feet) VERTCON GT0912 ___________________________________________________________________ GT0912 GEOID HEIGHT- -32.53 (meters) GEOID03 GT0912 GT0912 VERT ORDER - SECOND CLASS 0 (See Below) GT0912 GT0912.The horizontal coordinates were scaled from a topographic map and have GT0912.an estimated accuracy of +/- 6 seconds. GT0912 GT0912.The NAVD 88 height was computed by applying the VERTCON shift value to GT0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0912.The vertical order pertains to the NGVD 29 superseded value. GT0912 GT0912.The geoid height was determined by GEOID03. GT0912 GT0912; North East Units Estimated Accuracy GT0912;SPC CA 4 - 610,520. 1,945,810. MT (+/- 180 meters Scaled) GT0912 GT0912 SUPERSEDED SURVEY CONTROL GT0912 GT0912 NGVD 29 (??/??/92) 75.643 (m) 248.17 (f) ADJ UNCH 2 0 GT0912 GT0912.Superseded values are not recommended for survey control. GT0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0912.See file dsdata.txt to determine how the superseded data were derived. GT0912 GT0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA662234(NAD 83) GT0912_MARKER: DB = BENCH MARK DISK GT0912_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0912_SP_SET: CULVERT GT0912_STAMPING: N 1204 1969 GT0912_MARK LOGO: CGS GT0912_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0912+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0912 GT0912 HISTORY - Date Condition Report By GT0912 HISTORY - 1969 MONUMENTED NGS GT0912 HISTORY - 20040706 GOOD CADT GT0912 GT0912 STATION DESCRIPTION GT0912 GT0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 GT0912'2.3 MI E FROM HANFORD. GT0912'2.3 MILES EAST ALONG LACEY BOULEVARD FROM THE POST OFFICE AT HANFORD, GT0912'0.2 MILE WEST OF THE JUNCTION OF 8TH AVENUE, ABOUT 200 FEET SOUTHWEST GT0912'AND ACROSS THE BOULEVARD FROM RESIDENCE AT 8184 LACEY BOULEVARD, GT0912'IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH CONCRETE SIPHON GT0912'BOX FOR 24-INCH PIPE CULVERT A MI. 1.84, 40 FEET SOUTH OF THE CENTER GT0912'LINE OF THE BOULEVARD, AND ABOUT 1 1/2 FEET HIGHER THAN THE GT0912'BOULEVARD. SECTION 32, T18S, R22E GT0912 GT0912 STATION RECOVERY (2004) GT0912 GT0912'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0912'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0912'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0912'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0973 *********************************************************************** GT0973 DESIGNATION - N 460 RESET GT0973 PID - GT0973 GT0973 STATE/COUNTY- CA/KINGS GT0973 USGS QUAD - HANFORD (1954) GT0973 GT0973 *CURRENT SURVEY CONTROL GT0973 ___________________________________________________________________ GT0973* NAD 83(1986)- 36 18 50. (N) 119 43 20. (W) SCALED GT0973* NAVD 88 - 71.84 (+/-2cm) 235.7 (feet) VERTCON GT0973 ___________________________________________________________________ GT0973 GEOID HEIGHT- -32.96 (meters) GEOID03 GT0973 GT0973 VERT ORDER - FIRST CLASS II (See Below) GT0973 GT0973.The horizontal coordinates were scaled from a topographic map and have GT0973.an estimated accuracy of +/- 6 seconds. GT0973 GT0973.The NAVD 88 height was computed by applying the VERTCON shift value to GT0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0973.The vertical order pertains to the NGVD 29 superseded value. GT0973 GT0973.The geoid height was determined by GEOID03. GT0973 GT0973; North East Units Estimated Accuracy GT0973;SPC CA 4 - 609,050. 1,935,140. MT (+/- 180 meters Scaled) GT0973 GT0973 SUPERSEDED SURVEY CONTROL GT0973 GT0973 NGVD 29 (??/??/92) 70.991 (m) 232.91 (f) ADJ UNCH 1 2 GT0973 GT0973.Superseded values are not recommended for survey control. GT0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0973.See file dsdata.txt to determine how the superseded data were derived. GT0973 GT0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA556222(NAD 83) GT0973_MARKER: DD = SURVEY DISK GT0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0973_SP_SET: CULVERT GT0973_STAMPING: N 460 1954 RESET 1958 GT0973_MARK LOGO: NGS GT0973_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0973+STABILITY: SURFACE MOTION GT0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0973+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0973 GT0973 HISTORY - Date Condition Report By GT0973 HISTORY - 1958 MONUMENTED NGS GT0973 HISTORY - 1960 GOOD NGS GT0973 HISTORY - 1970 GOOD NGS GT0973 HISTORY - 1972 GOOD USGS GT0973 HISTORY - 20040706 GOOD CADT GT0973 GT0973 STATION DESCRIPTION GT0973 GT0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 GT0973'0.8 MI W FROM ARMONA. GT0973'0.8 MILE WEST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT GT0973'ARMONA, AT THE WEST END OF A CURVE, IN TOP OF THE WEST END OF THE GT0973'NORTH CONCRETE HEAD WALL OF A 2-BY 13-FOOT CONCRETE BOX CULVERT GT0973'OF THE CENTER BRANCH OF LAST CHANCE DITCH, 21 FEET NORTH OF THE GT0973'CENTER LINE OF THE HIGHWAY, 3.9 FEET EAST OF THE WEST END OF THE GT0973'HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY. GT0973 GT0973 STATION RECOVERY (1970) GT0973 GT0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0973'RECOVERED IN GOOD CONDITION. GT0973 GT0973 STATION RECOVERY (1972) GT0973 GT0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0973'0.25 MILE SOUTH ALONG 14TH AVENUE FROM THE POST OFFICE AT ARMONA, GT0973'THENCE 0.75 MILE WEST ALONG HANFORD-ARMONA ROAD, IN THE TOP AND 3.9 GT0973'FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 2 GT0973'-BY-13 FOOT BOX CULVERT FOR THE CENTER BRANCH OF THE LAST CHANCE GT0973'DITCH, 21.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL GT0973'WITH THE ROAD. GT0973 GT0973 STATION RECOVERY (2004) GT0973 GT0973'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0973'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0973'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0973'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0877 *********************************************************************** GT0877 DESIGNATION - P 1204 GT0877 PID - GT0877 GT0877 STATE/COUNTY- CA/KINGS GT0877 USGS QUAD - GOSHEN (1969) GT0877 GT0877 *CURRENT SURVEY CONTROL GT0877 ___________________________________________________________________ GT0877* NAD 83(1986)- 36 19 40. (N) 119 29 35. (W) SCALED GT0877* NAVD 88 - 79.76 (+/-2cm) 261.7 (feet) VERTCON GT0877 ___________________________________________________________________ GT0877 GEOID HEIGHT- -32.22 (meters) GEOID03 GT0877 GT0877 VERT ORDER - SECOND CLASS 0 (See Below) GT0877 GT0877.The horizontal coordinates were scaled from a topographic map and have GT0877.an estimated accuracy of +/- 6 seconds. GT0877 GT0877.The NAVD 88 height was computed by applying the VERTCON shift value to GT0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0877.The vertical order pertains to the NGVD 29 superseded value. GT0877 GT0877.The geoid height was determined by GEOID03. GT0877 GT0877; North East Units Estimated Accuracy GT0877;SPC CA 4 - 610,460. 1,955,730. MT (+/- 180 meters Scaled) GT0877 GT0877 SUPERSEDED SURVEY CONTROL GT0877 GT0877 NGVD 29 (??/??/92) 78.931 (m) 258.96 (f) ADJ UNCH 2 0 GT0877 GT0877.Superseded values are not recommended for survey control. GT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0877.See file dsdata.txt to determine how the superseded data were derived. GT0877 GT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA762231(NAD 83) GT0877_MARKER: DB = BENCH MARK DISK GT0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0877_STAMPING: P 1204 1969 GT0877_MARK LOGO: CGS GT0877_MAGNETIC: N = NO MAGNETIC MATERIAL GT0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0877+STABILITY: SURFACE MOTION GT0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0877+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT0877 GT0877 HISTORY - Date Condition Report By GT0877 HISTORY - 1969 MONUMENTED CGS GT0877 HISTORY - 20040707 GOOD CADT GT0877 GT0877 STATION DESCRIPTION GT0877 GT0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT0877'6.8 MI W FROM GOSHEN. GT0877'1.9 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD GT0877'FROM THE GOSHEN JUNCTION STATION AT GOSHEN, THENCE 4.9 MILES GT0877'WEST ALONG STATE HIGHWAY 198, 8.5 MILES EAST OF HANFORD, AT THE GT0877'SOUTHWEST CORNER OF THE JUNCTION OF 2ND AVENUE, 62 FEET SOUTH OF GT0877'THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET WEST OF THE CENTER GT0877'LINE OF THE AVENUE, 1 1/2 FEET NORTH OF POWER POLE 322990E WITH GT0877'A GUY WIRE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH GT0877'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING GT0877'0.3 FOOT ABOVE THE GROUND. SECTION 32, T18S, R23E. GT0877 GT0877 STATION RECOVERY (2004) GT0877 GT0877'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0877'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0877'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0877'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0959 *********************************************************************** GT0959 DESIGNATION - P 999 GT0959 PID - GT0959 GT0959 STATE/COUNTY- CA/KINGS GT0959 USGS QUAD - HANFORD (1954) GT0959 GT0959 *CURRENT SURVEY CONTROL GT0959 ___________________________________________________________________ GT0959* NAD 83(1986)- 36 19 41. (N) 119 39 17. (W) SCALED GT0959* NAVD 88 - 73.50 (+/-2cm) 241.1 (feet) VERTCON GT0959 ___________________________________________________________________ GT0959 GEOID HEIGHT- -32.70 (meters) GEOID03 GT0959 GT0959 VERT ORDER - SECOND CLASS 0 (See Below) GT0959 GT0959.The horizontal coordinates were scaled from a topographic map and have GT0959.an estimated accuracy of +/- 6 seconds. GT0959 GT0959.The NAVD 88 height was computed by applying the VERTCON shift value to GT0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0959.The vertical order pertains to the NGVD 29 superseded value. GT0959 GT0959.The geoid height was determined by GEOID03. GT0959 GT0959; North East Units Estimated Accuracy GT0959;SPC CA 4 - 610,580. 1,941,220. MT (+/- 180 meters Scaled) GT0959 GT0959 SUPERSEDED SURVEY CONTROL GT0959 GT0959 NGVD 29 (??/??/92) 72.655 (m) 238.37 (f) ADJ UNCH 2 0 GT0959 GT0959.Superseded values are not recommended for survey control. GT0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0959.See file dsdata.txt to determine how the superseded data were derived. GT0959 GT0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA617236(NAD 83) GT0959_MARKER: DD = SURVEY DISK GT0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0959_STAMPING: P 999 1966 GT0959_MARK LOGO: CGS GT0959_PROJECTION: FLUSH GT0959_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0959+STABILITY: SURFACE MOTION GT0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0959+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0959 GT0959 HISTORY - Date Condition Report By GT0959 HISTORY - 1969 MONUMENTED CGS GT0959 HISTORY - 20040706 GOOD CADT GT0959 GT0959 STATION DESCRIPTION GT0959 GT0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT0959'AT HANFORD. GT0959'AT HANFORD, 0.5 MILE WEST ALONG LACEY BOULEVARD FROM THE COUNTY GT0959'COURTHOUSE, AT THE NORTHWEST CORNER OF LACY BOULEVARD AND 11TH GT0959'AVENUE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE GT0959'FOUNDATION OF WATER MAINS WITH A STEEL COVER, 42 FEET NORTH OF THE GT0959'CENTER LINE OF THE BOULEVARD, 66 FEET WEST OF THE CENTER LINE OF THE GT0959'AVENUE, 2 1/2 FEET SOUTHWEST OF THE CENTER OF A FIRE HYDRANT, GT0959'AND ABOUT LEVEL WITH THE BOULEVARD. GT0959 GT0959 STATION RECOVERY (2004) GT0959 GT0959'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0959'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0959'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0959'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1993 *********************************************************************** GT1993 HT_MOD - This is a Height Modernization Survey Station. GT1993 DESIGNATION - SAGASER GT1993 PID - GT1993 GT1993 STATE/COUNTY- CA/KINGS GT1993 USGS QUAD - LATON (1953) GT1993 GT1993 *CURRENT SURVEY CONTROL GT1993 ___________________________________________________________________ GT1993* NAD 83(1998)- 36 26 04.42133(N) 119 38 25.23279(W) ADJUSTED GT1993* NAVD 88 - 82.13 (meters) 269.5 (feet) GPS OBS GT1993 ___________________________________________________________________ GT1993 EPOCH DATE - 2004.50 GT1993 X - -2,540,794.726 (meters) COMP GT1993 Y - -4,465,284.055 (meters) COMP GT1993 Z - 3,767,124.397 (meters) COMP GT1993 LAPLACE CORR- 6.26 (seconds) DEFLEC99 GT1993 ELLIP HEIGHT- 49.79 (meters) (06/30/05) GPS OBS GT1993 GEOID HEIGHT- -32.30 (meters) GEOID03 GT1993 GT1993 HORZ ORDER - B GT1993 ELLP ORDER - FOURTH CLASS I GT1993 GT1993.The horizontal coordinates were established by GPS observations GT1993.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1993.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1993.DATUM ITEM on the data sheet items page. GT1993.The horizontal coordinates are valid at the epoch date displayed above. GT1993.The epoch date for horizontal control is a decimal equivalence GT1993.of Year/Month/Day. GT1993 GT1993.The orthometric height was determined by GPS observations and a GT1993.high-resolution geoid model using precise GPS observation and GT1993.processing techniques. GT1993 GT1993.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1993 GT1993.The Laplace correction was computed from DEFLEC99 derived deflections. GT1993 GT1993.The ellipsoidal height was determined by GPS observations GT1993.and is referenced to NAD 83. GT1993 GT1993.The geoid height was determined by GEOID03. GT1993 GT1993; North East Units Scale Factor Converg. GT1993;SPC CA 4 - 622,385.006 1,942,586.288 MT 0.99994631 -0 22 55.3 GT1993;SPC CA 4 - 2,041,941.47 6,373,301.85 sFT 0.99994631 -0 22 55.3 GT1993;UTM 11 - 4,035,389.568 263,319.730 MT 1.00029023 -1 34 07.8 GT1993 GT1993! - Elev Factor x Scale Factor = Combined Factor GT1993!SPC CA 4 - 0.99999219 x 0.99994631 = 0.99993850 GT1993!UTM 11 - 0.99999219 x 1.00029023 = 1.00028241 GT1993 GT1993: Primary Azimuth Mark Grid Az GT1993:SPC CA 4 - SAGASER AZ MK 042 28 49.4 GT1993:UTM 11 - SAGASER AZ MK 043 40 01.9 GT1993 GT1993|---------------------------------------------------------------------| GT1993| PID Reference Object Distance Geod. Az | GT1993| dddmmss.s | GT1993| GT1988 SAGASER AZ MK APPROX. 0.6 KM 0420554.1 | GT1993| DA9162 SAGASER RM 1 11.248 METERS 10937 | GT1993| DA9163 SAGASER RM 2 9.374 METERS 22457 | GT1993|---------------------------------------------------------------------| GT1993 GT1993 SUPERSEDED SURVEY CONTROL GT1993 GT1993 NAD 83(1992)- 36 26 04.41582(N) 119 38 25.22589(W) AD(1991.35) 1 GT1993 ELLIP H (01/22/97) 49.73 (m) GP(1991.35) 4 2 GT1993 NAD 83(1992)- 36 26 04.41627(N) 119 38 25.22665(W) AD(1991.35) 2 GT1993 NAD 83(1986)- 36 26 04.41323(N) 119 38 25.22206(W) AD(1984.00) 2 GT1993 NAD 27 - 36 26 04.59622(N) 119 38 21.76194(W) AD( ) 2 GT1993 NGVD 29 (07/19/86) 82.0 (m) 269. (f) VERT ANG GT1993 GT1993.Superseded values are not recommended for survey control. GT1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1993.See file dsdata.txt to determine how the superseded data were derived. GT1993 GT1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6332035390(NAD 83) GT1993_MARKER: DD = SURVEY DISK GT1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1993_STAMPING: SAGASER 1973 GT1993_MARK LOGO: CADH GT1993_MAGNETIC: N = NO MAGNETIC MATERIAL GT1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1993+STABILITY: SURFACE MOTION GT1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1993+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT1993 GT1993 HISTORY - Date Condition Report By GT1993 HISTORY - 1973 MONUMENTED CADT GT1993 HISTORY - 19930310 GOOD CADT GT1993 HISTORY - 19931018 GOOD CADT GT1993 HISTORY - 20040519 GOOD CADT GT1993 GT1993 STATION DESCRIPTION GT1993 GT1993'DESCRIBED BY CALTRANS 1973 (HF) GT1993'STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES EAST OF LATON AND GT1993'SET ON A LEVEE ON THE NORTH-SIDE OF THE KINGS RIVER. GT1993' GT1993'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF STATE GT1993'HIGHWAYS 198 AND 43, 2-1/2 MILES EAST OF HANFORD, GO NORTH ON GT1993'STATE HIGHWAY 43 FOR 9.6 MILES TO THE NORTH FORK OF THE KINGS GT1993'RIVER. CROSS THE RIVER AND CONTINUE AHEAD, NORTH FOR 0.3 MILE TO GT1993'CAIRO AVENUE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT ABOUT GT1993'137 FEET NORTH OF CAIRO AVENUE. TURN LEFT, WEST, ON CAIRO GT1993'AVENUE AND GO 0.1 MILE TO A PRIVATE DRIVE ON THE LEFT. TURN GT1993'LEFT, SOUTH, ON PRIVATE DRIVE AND GO 0.2 MILE TO A LEVEE ON THE GT1993'NORTH SIDE OF THE KINGS RIVER. TURN RIGHT, WEST, ON LEVEE ROAD AND GT1993'GO WESTERLY FOR 0.15 MILE TO THE STATION ON THE RIGHT AS GT1993'DESCRIBED. GT1993' GT1993'STATION, STAMPED SAGASER 1973, IS A STANDARD 3 1/2-INCH GT1993'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1993'14-INCH DIAMETER CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GT1993'GROUND. IT IS 10 FEET NORTH OF THE CENTER OF A TRACK ROAD ON GT1993'LEVEE AND 3 FEET NORTH OF A STEEL WITNESS POST. AN UNDERGROUND GT1993'MARK, SAME AS SURFACE-STATION MARK, WAS SET IN A MASS OF GT1993'CONCRETE 29 INCHES BELOW THE GROUND SURFACE. GT1993' GT1993'R.M. 1, STAMPED SAGASER NO. 1 1973, IS A STANDARD 3 1/2-INCH GT1993'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1993'12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 4 INCHES ABOVE GT1993'GROUND. IT IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD ON GT1993'LEVEE. GT1993' GT1993'R. M. 2, STAMPED SAGASER NO. 2 1973, IS A STANDARD 3 1/2-INCH GT1993'CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE TOP OF A GT1993'12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 4 INCHES ABOVE GT1993'GROUND. IT IS 10 FEET SOUTH OF THE CENTER OF A TRACK ROAD ON GT1993'LEVEE. GT1993' GT1993'AZIMUTH MARK, STAMPED SAGASER 1973 AZIMUTH MARK, IS A STANDARD GT1993'3 1/2-INCH CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK SET IN THE GT1993'TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER PROJECTING 2 INCHES GT1993'ABOVE GROUND. IT IS 37 FEET EAST OF THE CENTERLINE OF STATE GT1993'HIGHWAY 43, 136-1/2 FEET NORTH OF THE CENTERLINE OF CAIRO AVENUE, GT1993'2 FEET WEST OF A NORTH-SOUTH FENCE AND 117-1/2 FEET GT1993'EAST-NORTHEAST OF THE EASTERNMOST CORNER OF A CONCRETE BLOCK GT1993'STORE BUILDING. GT1993' GT1993'HEIGHT OF LIGHT ABOVE STATION MARK 3.28 METERS. GT1993 GT1993 STATION RECOVERY (1993) GT1993 GT1993'RECOVERY NOTE BY CALTRANS 1993 (DAB) GT1993'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. A GT1993'REVISED TO REACH FOLLOWS. TO REACH THE STATION FROM THE INTERSECTION GT1993'OF STATE HIGHWAY 43 AND CAIRO AVENUE, GO WEST ON CAIRO AVENUE FOR 0.25 GT1993'MI (0.40 KM) TO A SIDE ROAD RIGHT AND A PRIVATE DRIVE ON THE LEFT. GT1993'TURN LEFT AND GO SOUTH ON THE PRIVATE DRIVE FOR 0.25 MI (0.40 KM) TO GT1993'THE LEVEE ROAD ON THE NORTH SIDE OF THE KINGS RIVER AND THE STATION ON GT1993'THE LEFT ABOUT 100 FT (30.5 M) EAST OF THE PRIVATE DRIVE. THE STATION GT1993'MARK IS 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST AND ALL MARKS ARE GT1993'ABOUT 2 FT (0.6 M) LOWER THAN THE LEVEE ROAD. THE STATION WAS OCCUPIED GT1993'AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. GT1993 GT1993 STATION RECOVERY (1993) GT1993 GT1993'RECOVERY NOTE BY CALTRANS 1993 (RGD) GT1993'RECOVERED AS DESCRIBED. GT1993 GT1993 STATION RECOVERY (2004) GT1993 GT1993'RECOVERY NOTE BY CALTRANS 2004 (GC) GT1993'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT1993'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1993'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6697 *********************************************************************** DH6697 HT_MOD - This is a Height Modernization Survey Station. DH6697 DESIGNATION - SOUTHFORK DH6697 PID - DH6697 DH6697 STATE/COUNTY- CA/KINGS DH6697 USGS QUAD - LEMOORE (1954) DH6697 DH6697 *CURRENT SURVEY CONTROL DH6697 ___________________________________________________________________ DH6697* NAD 83(1998)- 36 21 45.26053(N) 119 48 32.85984(W) ADJUSTED DH6697* NAVD 88 - 68.30 (meters) 224.1 (feet) GPS OBS DH6697 ___________________________________________________________________ DH6697 EPOCH DATE - 2004.50 DH6697 X - -2,556,288.422 (meters) COMP DH6697 Y - -4,461,882.804 (meters) COMP DH6697 Z - 3,760,685.798 (meters) COMP DH6697 LAPLACE CORR- 4.34 (seconds) DEFLEC99 DH6697 ELLIP HEIGHT- 35.22 (meters) (06/30/05) GPS OBS DH6697 GEOID HEIGHT- -33.04 (meters) GEOID03 DH6697 DH6697 HORZ ORDER - B DH6697 ELLP ORDER - FOURTH CLASS I DH6697 DH6697.The horizontal coordinates were established by GPS observations DH6697.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6697.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6697.DATUM ITEM on the data sheet items page. DH6697.The horizontal coordinates are valid at the epoch date displayed above. DH6697.The epoch date for horizontal control is a decimal equivalence DH6697.of Year/Month/Day. DH6697 DH6697.The orthometric height was determined by GPS observations and a DH6697.high-resolution geoid model using precise GPS observation and DH6697.processing techniques. DH6697 DH6697.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6697 DH6697.The Laplace correction was computed from DEFLEC99 derived deflections. DH6697 DH6697.The ellipsoidal height was determined by GPS observations DH6697.and is referenced to NAD 83. DH6697 DH6697.The geoid height was determined by GEOID03. DH6697 DH6697; North East Units Scale Factor Converg. DH6697;SPC CA 4 - 614,511.527 1,927,385.862 MT 0.99995126 -0 28 57.8 DH6697;SPC CA 4 - 2,016,109.90 6,323,431.78 sFT 0.99995126 -0 28 57.8 DH6697;UTM 11 - 4,027,829.274 247,953.739 MT 1.00038278 -1 39 59.0 DH6697 DH6697! - Elev Factor x Scale Factor = Combined Factor DH6697!SPC CA 4 - 0.99999447 x 0.99995126 = 0.99994573 DH6697!UTM 11 - 0.99999447 x 1.00038278 = 1.00037725 DH6697 DH6697 SUPERSEDED SURVEY CONTROL DH6697 DH6697.No superseded survey control is available for this station. DH6697 DH6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4795427829(NAD 83) DH6697_MARKER: DD = SURVEY DISK DH6697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6697_STAMPING: SOUTHFORK 2004 DH6697_MARK LOGO: CADT DH6697_PROJECTION: FLUSH DH6697_MAGNETIC: N = NO MAGNETIC MATERIAL DH6697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6697+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2003 DH6697_ROD/PIPE-DEPTH: 3.0 meters DH6697_SLEEVE-DEPTH : 1.2 meters DH6697 DH6697 HISTORY - Date Condition Report By DH6697 HISTORY - 20031021 MONUMENTED CADT DH6697 DH6697 STATION DESCRIPTION DH6697 DH6697'DESCRIBED BY CALTRANS 2003 (HB) DH6697'THE STATION IS ABOUT 8 MILES NORTHWEST OF THE CITY OF HANFORD, 6 MILES DH6697'NORTH OF THE CITY OF LEMOORE AND 5.6 MILES NORTH OF THE JUNCTION OF DH6697'STATE HIGHWAY 198 AND STATE HIGHWAY 41. TO REACH THE STATION FROM THE DH6697'INTERSECTION OF STATE HIGHWAY 198 AND STATE HIGHWAY 41, ABOUT 2 MILES DH6697'WEST OF THE CITY OF LEMOORE, GO NORTH 5.5 MILES ON HWY 41 TO THE SOUTH DH6697'FORK OF THE KINGS RIVER BRIDGE AND THE STATION ON THE RIGHT (EAST). DH6697'THE MONUMENT IS A 3.5 INCH CADT ALUMINUM DISK IN WELL, FLUSH, STAMPED DH6697'SOUTH FORK 2004, SET ON AN ALUMINUM ROD DRIVEN 10 FEET INTO THE DH6697'GROUND, 17.4 METERS EAST OF HWY 41 MOST EAST FOG STRIP, 16.1 METERS DH6697'SOUTH OF A FENCE CORNER POST AND 1.6 METERS WEST OF A FENCE. THIS DH6697'STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6697'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0914 *********************************************************************** GT0914 HT_MOD - This is a Height Modernization Survey Station. GT0914 DESIGNATION - U 511 GT0914 PID - GT0914 GT0914 STATE/COUNTY- CA/KINGS GT0914 USGS QUAD - REMNOY (1954) GT0914 GT0914 *CURRENT SURVEY CONTROL GT0914 ___________________________________________________________________ GT0914* NAD 83(1998)- 36 19 41.13917(N) 119 37 30.52623(W) ADJUSTED GT0914* NAVD 88 - 74.59 (meters) 244.7 (feet) GPS OBS GT0914 ___________________________________________________________________ GT0914 EPOCH DATE - 2004.50 GT0914 X - -2,543,071.309 (meters) COMP GT0914 Y - -4,472,043.979 (meters) COMP GT0914 Z - 3,757,608.174 (meters) COMP GT0914 LAPLACE CORR- 5.68 (seconds) DEFLEC99 GT0914 ELLIP HEIGHT- 41.95 (meters) (06/30/05) GPS OBS GT0914 GEOID HEIGHT- -32.60 (meters) GEOID03 GT0914 GT0914 HORZ ORDER - B GT0914 VERT ORDER - FIRST CLASS II (See Below) GT0914 ELLP ORDER - FOURTH CLASS I GT0914 GT0914.The horizontal coordinates were established by GPS observations GT0914.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0914.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0914.DATUM ITEM on the data sheet items page. GT0914.The horizontal coordinates are valid at the epoch date displayed above. GT0914.The epoch date for horizontal control is a decimal equivalence GT0914.of Year/Month/Day. GT0914 GT0914.The orthometric height was determined by GPS observations and a GT0914.high-resolution geoid model using precise GPS observation and GT0914.processing techniques. GT0914.The vertical order pertains to the NGVD 29 superseded value. GT0914 GT0914.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0914 GT0914.The Laplace correction was computed from DEFLEC99 derived deflections. GT0914 GT0914.The ellipsoidal height was determined by GPS observations GT0914.and is referenced to NAD 83. GT0914 GT0914.The geoid height was determined by GEOID03. GT0914 GT0914; North East Units Scale Factor Converg. GT0914;SPC CA 4 - 610,562.615 1,943,871.883 MT 0.99995419 -0 22 22.6 GT0914;SPC CA 4 - 2,003,154.18 6,377,519.67 sFT 0.99995419 -0 22 22.6 GT0914;UTM 11 - 4,023,539.126 264,360.933 MT 1.00028418 -1 33 21.1 GT0914 GT0914! - Elev Factor x Scale Factor = Combined Factor GT0914!SPC CA 4 - 0.99999342 x 0.99995419 = 0.99994761 GT0914!UTM 11 - 0.99999342 x 1.00028418 = 1.00027759 GT0914 GT0914 SUPERSEDED SURVEY CONTROL GT0914 GT0914 NGVD 29 (??/??/92) 75.678 (m) 248.29 (f) ADJ UNCH 1 2 GT0914 GT0914.Superseded values are not recommended for survey control. GT0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0914.See file dsdata.txt to determine how the superseded data were derived. GT0914 GT0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA6436123539(NAD 83) GT0914_MARKER: DB = BENCH MARK DISK GT0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0914_STAMPING: U 511 1955 GT0914_MARK LOGO: CGS GT0914_PROJECTION: FLUSH GT0914_MAGNETIC: N = NO MAGNETIC MATERIAL GT0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0914+STABILITY: SURFACE MOTION GT0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0914+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004 GT0914 GT0914 HISTORY - Date Condition Report By GT0914 HISTORY - 1955 MONUMENTED CGS GT0914 HISTORY - 1970 GOOD NGS GT0914 HISTORY - 1972 GOOD USGS GT0914 HISTORY - 20040519 GOOD CADT GT0914 GT0914 STATION DESCRIPTION GT0914 GT0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 GT0914'1.2 MI E FROM HANFORD. GT0914'1 BLOCK SOUTH ALONG DOUTY STREET FROM THE POST OFFICE AT HANFORD, GT0914'THENCE 1.2 MILES EAST ALONG STATE HIGHWAY 198, AT THE CROSSING GT0914'OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 80 1/2 FEET WEST OF GT0914'A 12-INCH BLACK WALNUT TREE, 40.5 FEET SOUTHEAST OF THE SOUTHEAST GT0914'RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, 34.9 FEET GT0914'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET EAST OF A GT0914'TELEPHONE POLE WITH A GUY WIRE, IN LINE WITH A ROW OF TELEPHONE GT0914'POLES, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A GT0914'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. IN SECTION GT0914'30, T18S, R22E. GT0914 GT0914 STATION RECOVERY (1970) GT0914 GT0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0914'RECOVERED IN GOOD CONDITION. GT0914 GT0914 STATION RECOVERY (1972) GT0914 GT0914'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0914'1 BLOCK SOUTH ALONG INWIN STREET FROM THE COUNTY COURT HOUSE AT GT0914'HANFORD, THENCE 1.25 MILES EAST. ALONG SEVENTH STREET AND LACEY GT0914'BOULEVARD, AT THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAIL- GT0914'ROAD, 40.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34.9 FEET NORTH OF GT0914'THE CENTERLINE OF LACEY BOULEVARD, 80 FEET WEST OF A 12-INCH BLACK GT0914'WALNUT TREE, 2.9 FEET EAST OF A TELEPHONE POLE WITH WITH GUT WIRE, GT0914'1.0 FOOT SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE GT0914'POST PROJECTING 0.2 FOOT AND ABOUT LEVEL WITH THE BOULEVARD. GT0914 GT0914 STATION RECOVERY (2004) GT0914 GT0914'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0914'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0914'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0914'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0911 *********************************************************************** GT0911 DESIGNATION - U 808 GT0911 PID - GT0911 GT0911 STATE/COUNTY- CA/KINGS GT0911 USGS QUAD - REMNOY (1954) GT0911 GT0911 *CURRENT SURVEY CONTROL GT0911 ___________________________________________________________________ GT0911* NAD 83(1986)- 36 19 41. (N) 119 36 33. (W) SCALED GT0911* NAVD 88 - 75.81 (+/-2cm) 248.7 (feet) VERTCON GT0911 ___________________________________________________________________ GT0911 GEOID HEIGHT- -32.55 (meters) GEOID03 GT0911 GT0911 VERT ORDER - FIRST CLASS II (See Below) GT0911 GT0911.The horizontal coordinates were scaled from a topographic map and have GT0911.an estimated accuracy of +/- 6 seconds. GT0911 GT0911.The NAVD 88 height was computed by applying the VERTCON shift value to GT0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0911.The vertical order pertains to the NGVD 29 superseded value. GT0911 GT0911.The geoid height was determined by GEOID03. GT0911 GT0911; North East Units Estimated Accuracy GT0911;SPC CA 4 - 610,550. 1,945,310. MT (+/- 180 meters Scaled) GT0911 GT0911 SUPERSEDED SURVEY CONTROL GT0911 GT0911 NGVD 29 (??/??/92) 74.976 (m) 245.98 (f) ADJ UNCH 1 2 GT0911 GT0911.Superseded values are not recommended for survey control. GT0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0911.See file dsdata.txt to determine how the superseded data were derived. GT0911 GT0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA657234(NAD 83) GT0911_MARKER: DB = BENCH MARK DISK GT0911_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0911_SP_SET: CULVERT GT0911_STAMPING: U 808 1947 GT0911_MARK LOGO: CGS GT0911_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT0911+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0911 GT0911 HISTORY - Date Condition Report By GT0911 HISTORY - 1947 MONUMENTED CGS GT0911 HISTORY - 1958 GOOD NGS GT0911 HISTORY - 1972 GOOD USGS GT0911 HISTORY - 1974 GOOD NGS GT0911 HISTORY - 20040706 GOOD CADT GT0911 GT0911 STATION DESCRIPTION GT0911 GT0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 GT0911'2 MI E FROM HANFORD. GT0911'2.0 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT GT0911'HANFORD, IN R22E T1,S S32, 0.8 MILE EAST OF THE CROSSING OF THE GT0911'SOUTHERN PACIFIC COMPANY RAILROAD, 162 FEET EAST OF THE CENTER OF GT0911'THE T JUNCTION OF SIERRA DRIVE NORTH, AT A 24-INCH CONCRETE PIPE GT0911'CULVERT, IN TOP OF THE NORTHWEST CORNER OF THE SOUTH CONCRETE GT0911'SIPHON BOX, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37 GT0911'FEET WEST OF A 30-INCH EUCALYPTUS TREE, 1.5 FEET EAST OF A WITNESS GT0911'POST, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT ABOVE GT0911'THE GROUND. GT0911 GT0911 STATION RECOVERY (1972) GT0911 GT0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0911'1 BLOCK SOUTH ALONG IRWIN STREET FROM THE COUNTY COURT HOUSE AT GT0911'HANFORD, THENCE 2.1 MILES EAST ALONG SEVENTH STREET AND LACEY GT0911'BOULEVARD, 0.85 MILE EAST OF THE CROSSING OF THE SOUTHERN PACIFIC GT0911'COMPANY RAILROAD, IN THE TOP OF THE NORTHWEST CORNER OF THE SOUTH GT0911'CONCRETE SIPHON BOX AT A 24-INCH PIPE CULVERT A-MI. 1.51, 162.0 FEET GT0911'EAST OF THE CENTERLINE OF THE LACEY BOULEVARD, 37.0 FEET WEST OF A GT0911'30-INCH EUCALYPTUS TREE, 1.5 FEET EAST OF A WINESS POST, AND ABOUT 1 GT0911'FOOT HIGHER THAN THE BOULEVARD. GT0911 GT0911 STATION RECOVERY (1974) GT0911 GT0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 GT0911'RECOVERED IN GOOD CONDITION. GT0911 GT0911 STATION RECOVERY (2004) GT0911 GT0911'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0911'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0911'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0911'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1012 *********************************************************************** GT1012 DESIGNATION - V 1195 GT1012 PID - GT1012 GT1012 STATE/COUNTY- CA/KINGS GT1012 USGS QUAD - LEMOORE (1954) GT1012 GT1012 *CURRENT SURVEY CONTROL GT1012 ___________________________________________________________________ GT1012* NAD 83(1986)- 36 18 51. (N) 119 45 54. (W) SCALED GT1012* NAVD 88 - 70.28 (+/-2cm) 230.6 (feet) VERTCON GT1012 ___________________________________________________________________ GT1012 GEOID HEIGHT- -33.07 (meters) GEOID03 GT1012 GT1012 VERT ORDER - SECOND CLASS 0 (See Below) GT1012 GT1012.The horizontal coordinates were scaled from a topographic map and have GT1012.an estimated accuracy of +/- 6 seconds. GT1012 GT1012.The NAVD 88 height was computed by applying the VERTCON shift value to GT1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT1012.The vertical order pertains to the NGVD 29 superseded value. GT1012 GT1012.The geoid height was determined by GEOID03. GT1012 GT1012; North East Units Estimated Accuracy GT1012;SPC CA 4 - 609,110. 1,931,300. MT (+/- 180 meters Scaled) GT1012 GT1012 SUPERSEDED SURVEY CONTROL GT1012 GT1012 NGVD 29 (??/??/92) 69.422 (m) 227.76 (f) ADJ UNCH 2 0 GT1012 GT1012.Superseded values are not recommended for survey control. GT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1012.See file dsdata.txt to determine how the superseded data were derived. GT1012 GT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA517223(NAD 83) GT1012_MARKER: DD = SURVEY DISK GT1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1012_SP_SET: BRIDGE GT1012_STAMPING: V 1195 1969 GT1012_MARK LOGO: CGS GT1012_PROJECTION: FLUSH GT1012_MAGNETIC: O = OTHER; SEE DESCRIPTION GT1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1012+STABILITY: SURFACE MOTION GT1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1012+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT1012 GT1012 HISTORY - Date Condition Report By GT1012 HISTORY - 1969 MONUMENTED CGS GT1012 HISTORY - 20040706 GOOD CADT GT1012 GT1012 STATION DESCRIPTION GT1012 GT1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 GT1012'1.8 MI NE FROM LEMOORE. GT1012'0.1 MILE EAST ALONG D STREET FROM THE POST OFFICE AT LEMOORE, GT1012'THENCE 0.8 MILE NORTH ALONG 18TH AVENUE, THENCE 0.85 MILE EAST GT1012'ALONG STATE HIGHWAY 198, IN R20E T18S, SECTION 35, IN THE TOP GT1012'AND 0.8 FOOT EAST OF THE WEST END OF THE NORTHWEST CONCRETE WING GT1012'WALL OF A BRIDGE OVER LEMOORE CANAL, 21 1/2 FEET NORTH OF THE GT1012'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. GT1012 GT1012 STATION RECOVERY (2004) GT1012 GT1012'RECOVERY NOTE BY CALTRANS 2004 (AO) GT1012'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT1012'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1012'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0903 *********************************************************************** GT0903 DESIGNATION - X 157 RESET GT0903 PID - GT0903 GT0903 STATE/COUNTY- CA/KINGS GT0903 USGS QUAD - REMNOY (1954) GT0903 GT0903 *CURRENT SURVEY CONTROL GT0903 ___________________________________________________________________ GT0903* NAD 83(1986)- 36 19 43. (N) 119 33 23. (W) SCALED GT0903* NAVD 88 - 78.39 (+/-2cm) 257.2 (feet) VERTCON GT0903 ___________________________________________________________________ GT0903 GEOID HEIGHT- -32.39 (meters) GEOID03 GT0903 GT0903 VERT ORDER - FIRST CLASS II (See Below) GT0903 GT0903.The horizontal coordinates were scaled from a topographic map and have GT0903.an estimated accuracy of +/- 6 seconds. GT0903 GT0903.The NAVD 88 height was computed by applying the VERTCON shift value to GT0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0903.The vertical order pertains to the NGVD 29 superseded value. GT0903 GT0903.The geoid height was determined by GEOID03. GT0903 GT0903; North East Units Estimated Accuracy GT0903;SPC CA 4 - 610,580. 1,950,050. MT (+/- 180 meters Scaled) GT0903 GT0903 SUPERSEDED SURVEY CONTROL GT0903 GT0903 NGVD 29 (??/??/92) 77.551 (m) 254.43 (f) ADJ UNCH 1 2 GT0903 GT0903.Superseded values are not recommended for survey control. GT0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0903.See file dsdata.txt to determine how the superseded data were derived. GT0903 GT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA705234(NAD 83) GT0903_MARKER: DB = BENCH MARK DISK GT0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0903_STAMPING: X 157 RESET 1934 GT0903_MARK LOGO: CGS GT0903_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0903+STABILITY: SURFACE MOTION GT0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GT0903+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004 GT0903 GT0903 HISTORY - Date Condition Report By GT0903 HISTORY - 1934 MONUMENTED CGS GT0903 HISTORY - 1954 GOOD NGS GT0903 HISTORY - 1970 GOOD NGS GT0903 HISTORY - 20040707 GOOD CADT GT0903 GT0903 STATION DESCRIPTION GT0903 GT0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 GT0903'5 MI E FROM HANFORD. GT0903'5.0 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT GT0903'HANFORD, 26.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GT0903'SOUTH CONCRETE HEADWALL OF 8- BY 2-FOOT CONCRETE BOX CULVERT GT0903'A236+73, 70 FEET NORTHEAST OF POWER LINE POLE 417751E SUPPORTING GT0903'THREE TRANSFORMERS, 39.0 FEET SOUTH OF THE CENTER LINE OF THE GT0903'HIGHWAY, 2.8 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A 3-BY GT0903'8-INCH GUARD POST, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL GT0903'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING GT0903'0.5 FOOT ABOVE THE GROUND. GT0903 GT0903 STATION RECOVERY (1970) GT0903 GT0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0903'RECOVERED IN GOOD CONDITION. GT0903 GT0903 STATION RECOVERY (2004) GT0903 GT0903'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0903'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0903'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0903'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0947 *********************************************************************** GT0947 DESIGNATION - X 511 GT0947 PID - GT0947 GT0947 STATE/COUNTY- CA/KINGS GT0947 USGS QUAD - HANFORD (1954) GT0947 GT0947 *CURRENT SURVEY CONTROL GT0947 ___________________________________________________________________ GT0947* NAD 83(1986)- 36 20 34. (N) 119 38 45. (W) SCALED GT0947* NAVD 88 - 76.11 (+/-2cm) 249.7 (feet) VERTCON GT0947 ___________________________________________________________________ GT0947 GEOID HEIGHT- -32.61 (meters) GEOID03 GT0947 GT0947 VERT ORDER - THIRD (See Below) GT0947 GT0947.The horizontal coordinates were scaled from a topographic map and have GT0947.an estimated accuracy of +/- 6 seconds. GT0947 GT0947.The NAVD 88 height was computed by applying the VERTCON shift value to GT0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0947.The vertical order pertains to the NGVD 29 superseded value. GT0947 GT0947.The geoid height was determined by GEOID03. GT0947 GT0947; North East Units Estimated Accuracy GT0947;SPC CA 4 - 612,200. 1,942,030. MT (+/- 180 meters Scaled) GT0947 GT0947 SUPERSEDED SURVEY CONTROL GT0947 GT0947 NGVD 29 (??/??/??) 75.27 (m) 246.9 (f) RESET 3 GT0947 GT0947.Superseded values are not recommended for survey control. GT0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0947.See file dsdata.txt to determine how the superseded data were derived. GT0947 GT0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA625252(NAD 83) GT0947_MARKER: DD = SURVEY DISK GT0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0947_STAMPING: X 511 1955 GT0947_MARK LOGO: CGS GT0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0947+STABILITY: SURFACE MOTION GT0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0947+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0947 GT0947 HISTORY - Date Condition Report By GT0947 HISTORY - 1955 MONUMENTED CGS GT0947 HISTORY - 20040706 GOOD CADT GT0947 GT0947 STATION DESCRIPTION GT0947 GT0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 GT0947'AT HANFORD. GT0947'AT HANFORD, 1.0 MILE NORTH ALONG DOUTY STREET FROM THE POST GT0947'OFFICE, AT THE INTERSECTION OF GRANGEVILLE BOULEVARD, SOUTHWEST GT0947'AND ACROSS THE INTERSECTION FROM THE HANFORD HIGH SCHOOL GT0947'GROUNDS, 43.4 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, GT0947'5.5 FEET SOUTH OF A 4- BY 4-INCH WOODEN POST SUPPORTING A SIGN GT0947'SPEED LIMIT 25 MILES, 3.0 FEET WEST OF THE WEST CURB OF THE GT0947'STREET, 3 FEET NORTH OF A 1-FOOT WALNUT TREE, 2.5 FEET EAST OF GT0947'THE EAST EDGE OF THE STREET SIDEWALK, FLUSH WITH THE GROUND, GT0947'AND SET IN THE TOP OF A CONCRETE POST. GT0947 GT0947 STATION RECOVERY (2004) GT0947 GT0947'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0947'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0947'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0947'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0967 *********************************************************************** GT0967 HT_MOD - This is a Height Modernization Survey Station. GT0967 DESIGNATION - X 931 GT0967 PID - GT0967 GT0967 STATE/COUNTY- CA/KINGS GT0967 USGS QUAD - HANFORD (1954) GT0967 GT0967 *CURRENT SURVEY CONTROL GT0967 ___________________________________________________________________ GT0967* NAD 83(1998)- 36 19 23.45344(N) 119 42 32.97257(W) ADJUSTED GT0967* NAVD 88 - 69.25 (meters) 227.2 (feet) GPS OBS GT0967 ___________________________________________________________________ GT0967 EPOCH DATE - 2004.50 GT0967 X - -2,549,783.730 (meters) COMP GT0967 Y - -4,468,586.804 (meters) COMP GT0967 Z - 3,757,165.638 (meters) COMP GT0967 LAPLACE CORR- 5.12 (seconds) DEFLEC99 GT0967 ELLIP HEIGHT- 36.32 (meters) (06/30/05) GPS OBS GT0967 GEOID HEIGHT- -32.89 (meters) GEOID03 GT0967 GT0967 HORZ ORDER - B GT0967 VERT ORDER - FIRST CLASS II (See Below) GT0967 ELLP ORDER - FOURTH CLASS I GT0967 GT0967.The horizontal coordinates were established by GPS observations GT0967.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0967.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0967.DATUM ITEM on the data sheet items page. GT0967.The horizontal coordinates are valid at the epoch date displayed above. GT0967.The epoch date for horizontal control is a decimal equivalence GT0967.of Year/Month/Day. GT0967 GT0967.The orthometric height was determined by GPS observations and a GT0967.high-resolution geoid model using precise GPS observation and GT0967.processing techniques. GT0967.The vertical order pertains to the NGVD 29 superseded value. GT0967 GT0967.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0967 GT0967.The Laplace correction was computed from DEFLEC99 derived deflections. GT0967 GT0967.The ellipsoidal height was determined by GPS observations GT0967.and is referenced to NAD 83. GT0967 GT0967.The geoid height was determined by GEOID03. GT0967 GT0967; North East Units Scale Factor Converg. GT0967;SPC CA 4 - 610,069.915 1,936,324.976 MT 0.99995464 -0 25 23.1 GT0967;SPC CA 4 - 2,001,537.71 6,352,759.53 sFT 0.99995464 -0 25 23.1 GT0967;UTM 11 - 4,023,202.183 256,802.805 MT 1.00032878 -1 36 19.9 GT0967 GT0967! - Elev Factor x Scale Factor = Combined Factor GT0967!SPC CA 4 - 0.99999430 x 0.99995464 = 0.99994894 GT0967!UTM 11 - 0.99999430 x 1.00032878 = 1.00032308 GT0967 GT0967 SUPERSEDED SURVEY CONTROL GT0967 GT0967 NGVD 29 (??/??/92) 70.842 (m) 232.42 (f) ADJ UNCH 1 2 GT0967 GT0967.Superseded values are not recommended for survey control. GT0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0967.See file dsdata.txt to determine how the superseded data were derived. GT0967 GT0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5680323202(NAD 83) GT0967_MARKER: DD = SURVEY DISK GT0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0967_SP_SET: 48 FEET GT0967_STAMPING: X 931 1958 GT0967_MARK LOGO: CGS GT0967_PROJECTION: FLUSH GT0967_MAGNETIC: N = NO MAGNETIC MATERIAL GT0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0967+STABILITY: SURFACE MOTION GT0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0967+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004 GT0967 GT0967 HISTORY - Date Condition Report By GT0967 HISTORY - 1958 MONUMENTED CGS GT0967 HISTORY - 1970 GOOD NGS GT0967 HISTORY - 1972 GOOD USGS GT0967 HISTORY - 20031015 POOR CADT GT0967 HISTORY - 20040706 GOOD CADT GT0967 GT0967 STATION DESCRIPTION GT0967 GT0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 GT0967'0.5 MI N FROM ARMONA. GT0967'0.5 MILE NORTH ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT GT0967'ARMONA, AT THE NORTHEAST CORNER OF GRANGEVILLE CEMETERY, 45 FEET GT0967'WEST OF THE CENTER LINE OF THE HIGHWAY, 14 1/2 FEET NORTHWEST OF GT0967'A FENCE CORNER POST, 5.9 FEET NORTH OF A FENCE, 2 FEET WEST GT0967'OF TELEPHONE POLE 134, 1.4 FEET EAST OF A WITNESS POST, ABOUT GT0967'1 FOOT HIGHER THAN THE HIGHWAY, AND CLAMPED ON THE TOP OF A GT0967'COPPER COATED STEEL ROD WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. GT0967'THE ROD WAS DRIVEN 48 FEET INTO THE GROUND TO GRADUAL REFUSAL. GT0967 GT0967 STATION RECOVERY (1970) GT0967 GT0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 GT0967'RECOVERED IN GOOD CONDITION. GT0967 GT0967 STATION RECOVERY (1972) GT0967 GT0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 GT0967'0.45 MILES NORTH ALONG 14TH AVENUE FROM THE POST OFFICE AT ARMONA, AT GT0967'THE NORTHEAST CORNER OF THE GRANGEVILLE CEMENTERY, 45.0 FEET WEST OF GT0967'THE CENTERLINE OF THE AVENUE, 14.5 FEET NORTHWEST OF A FENCE CORNER GT0967'POST, 5.9 FEET NORTH OF A FENCE, 2.0 FEET WEST OF TELEPHONE POLE 134, GT0967'1.4 FEET EAST OF A WITNESS POST, A DISK ON THE TOP OF A 5/8-INCH GT0967'COPPER COATED ROD DRIVEN 48.0 FEET, THE UPPER PORTION OF THE ROD IS GT0967'PROTECTED BY A PIPE PROJECTING ABOUT 1.0 FOOT HIGHER THAN THE AVENUE. GT0967 GT0967 STATION RECOVERY (2003) GT0967 GT0967'RECOVERY NOTE BY CALTRANS 2003 (SP) GT0967'FOUND AS DESCRIBED, BUT MONUMENT IS STICKING UP 2 INCHES ABOVE THE GT0967'CONCRETE COLLAR. WE REBUILT THE COLLAR ON 1/12/2004 BY ADDING GT0967'CONCRETE AND REINFORCING THE COLLAR TO PROVIDE BETTER STABILITY. GT0967 GT0967 STATION RECOVERY (2004) GT0967 GT0967'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0967'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0967'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0967'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6698 *********************************************************************** DH6698 HT_MOD - This is a Height Modernization Survey Station. DH6698 DESIGNATION - Y 157 RESET 2004 DH6698 PID - DH6698 DH6698 STATE/COUNTY- CA/KINGS DH6698 USGS QUAD - REMNOY (1954) DH6698 DH6698 *CURRENT SURVEY CONTROL DH6698 ___________________________________________________________________ DH6698* NAD 83(1998)- 36 19 41.06514(N) 119 30 39.64670(W) ADJUSTED DH6698* NAVD 88 - 76.44 (meters) 250.8 (feet) GPS OBS DH6698 ___________________________________________________________________ DH6698 EPOCH DATE - 2004.50 DH6698 X - -2,534,159.492 (meters) COMP DH6698 Y - -4,477,103.613 (meters) COMP DH6698 Z - 3,757,607.633 (meters) COMP DH6698 LAPLACE CORR- 4.58 (seconds) DEFLEC99 DH6698 ELLIP HEIGHT- 44.14 (meters) (06/30/05) GPS OBS DH6698 GEOID HEIGHT- -32.27 (meters) GEOID03 DH6698 DH6698 HORZ ORDER - B DH6698 ELLP ORDER - FOURTH CLASS I DH6698 DH6698.The horizontal coordinates were established by GPS observations DH6698.and adjusted by the GEODETIC SOLUTIONS in June 2005. DH6698.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6698.DATUM ITEM on the data sheet items page. DH6698.The horizontal coordinates are valid at the epoch date displayed above. DH6698.The epoch date for horizontal control is a decimal equivalence DH6698.of Year/Month/Day. DH6698 DH6698.The orthometric height was determined by GPS observations and a DH6698.high-resolution geoid model using precise GPS observation and DH6698.processing techniques. DH6698 DH6698.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6698 DH6698.The Laplace correction was computed from DEFLEC99 derived deflections. DH6698 DH6698.The ellipsoidal height was determined by GPS observations DH6698.and is referenced to NAD 83. DH6698 DH6698.The geoid height was determined by GEOID03. DH6698 DH6698; North East Units Scale Factor Converg. DH6698;SPC CA 4 - 610,499.720 1,954,119.097 MT 0.99995419 -0 18 17.5 DH6698;SPC CA 4 - 2,002,947.83 6,411,139.07 sFT 0.99995419 -0 18 17.5 DH6698;UTM 11 - 4,023,264.579 274,607.745 MT 1.00022597 -1 29 17.4 DH6698 DH6698! - Elev Factor x Scale Factor = Combined Factor DH6698!SPC CA 4 - 0.99999307 x 0.99995419 = 0.99994726 DH6698!UTM 11 - 0.99999307 x 1.00022597 = 1.00021904 DH6698 DH6698 SUPERSEDED SURVEY CONTROL DH6698 DH6698.No superseded survey control is available for this station. DH6698 DH6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA7460823265(NAD 83) DH6698_MARKER: DB = BENCH MARK DISK DH6698_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6698_SP_SET: CONCRETE PAD DH6698_STAMPING: Y 157 RESET 2004 DH6698_MARK LOGO: CADT DH6698_MAGNETIC: N = NO MAGNETIC MATERIAL DH6698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DH6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6698+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003 DH6698 DH6698 HISTORY - Date Condition Report By DH6698 HISTORY - 20031022 MONUMENTED CADT DH6698 DH6698 STATION DESCRIPTION DH6698 DH6698'DESCRIBED BY CALTRANS 2003 (GC) DH6698'THE STATION IS ABOUT 7 MILES EAST OF THE CITY OF HANFORD AND ABOUT 11 DH6698'MILES WEST OF THE CITY OF VISALIA. TO REACH THE STATION FROM THE DH6698'INTERSECTION OF STATE HIGHWAY 43 AND STATE HIGHWAY 198 NEAR THE EAST DH6698'EDGE OF THE CITY OF HANFORD, GO 5 MILES EAST ON HWY 198 TO THE 3RD DH6698'AVENUE ALIGNMENT, A DIRT ROAD RIGHT (SOUTH) AND THE STATION ON THE DH6698'RIGHT (SOUTH). THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE DH6698'INTERSECTION OF 3RD AVENUE (A DIRT ROAD) AND HWY 198. THE MONUMENT DH6698'IS A 2.5 IN ALUMINUM DISK STAMPED Y157 RESET 2004 SET FLUSH IN THE DH6698'NORTHEAST CORNER OF A CONCRETE PAD, 13.2 M SOUTH OF THE CENTERLINE OF DH6698'HWY 198, 3.5 M SOUTHEAST OF A POWER POLE, 3.2 M EAST OF A CALTRANS DH6698'CONCRETE RIGHT OF WAY MONUMENT AND 2.0 METERS WEST OF A POWER POLE. DH6698'THIS STATION WAS OBSERVED AS PART OF THE SAN JOAQUIN VALLEY HEIGHT DH6698'MODERNIZATION SURVEY, A CSRC PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0983 *********************************************************************** GT0983 HT_MOD - This is a Height Modernization Survey Station. GT0983 DESIGNATION - Z 1195 GT0983 PID - GT0983 GT0983 STATE/COUNTY- CA/KINGS GT0983 USGS QUAD - LEMOORE (1954) GT0983 GT0983 *CURRENT SURVEY CONTROL GT0983 ___________________________________________________________________ GT0983* NAD 83(1998)- 36 15 18.23182(N) 119 49 36.19323(W) ADJUSTED GT0983* NAVD 88 - 62.04 (meters) 203.5 (feet) GPS OBS GT0983 ___________________________________________________________________ GT0983 EPOCH DATE - 2004.50 GT0983 X - -2,561,169.147 (meters) COMP GT0983 Y - -4,467,221.316 (meters) COMP GT0983 Z - 3,751,068.527 (meters) COMP GT0983 LAPLACE CORR- 3.59 (seconds) DEFLEC99 GT0983 ELLIP HEIGHT- 28.61 (meters) (06/30/05) GPS OBS GT0983 GEOID HEIGHT- -33.39 (meters) GEOID03 GT0983 GT0983 HORZ ORDER - B GT0983 VERT ORDER - SECOND CLASS 0 (See Below) GT0983 ELLP ORDER - FOURTH CLASS I GT0983 GT0983.The horizontal coordinates were established by GPS observations GT0983.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT0983.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT0983.DATUM ITEM on the data sheet items page. GT0983.The horizontal coordinates are valid at the epoch date displayed above. GT0983.The epoch date for horizontal control is a decimal equivalence GT0983.of Year/Month/Day. GT0983 GT0983.The orthometric height was determined by GPS observations and a GT0983.high-resolution geoid model using precise GPS observation and GT0983.processing techniques. GT0983.The vertical order pertains to the NGVD 29 superseded value. GT0983 GT0983.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT0983 GT0983.The Laplace correction was computed from DEFLEC99 derived deflections. GT0983 GT0983.The ellipsoidal height was determined by GPS observations GT0983.and is referenced to NAD 83. GT0983 GT0983.The geoid height was determined by GEOID03. GT0983 GT0983; North East Units Scale Factor Converg. GT0983;SPC CA 4 - 602,596.345 1,925,704.388 MT 0.99996158 -0 29 35.6 GT0983;SPC CA 4 - 1,977,018.18 6,317,915.15 sFT 0.99996158 -0 29 35.6 GT0983;UTM 11 - 4,015,946.157 246,026.099 MT 1.00039482 -1 40 21.2 GT0983 GT0983! - Elev Factor x Scale Factor = Combined Factor GT0983!SPC CA 4 - 0.99999551 x 0.99996158 = 0.99995709 GT0983!UTM 11 - 0.99999551 x 1.00039482 = 1.00039033 GT0983 GT0983 SUPERSEDED SURVEY CONTROL GT0983 GT0983 NAD 83(1992)- 36 15 18.22465(N) 119 49 36.18675(W) AD(1991.35) 3 GT0983 NAD 83(1986)- 36 15 18.22298(N) 119 49 36.18656(W) AD(1984.00) 3 GT0983 NAD 27 - 36 15 18.40489(N) 119 49 32.70020(W) AD( ) 3 GT0983 NGVD 29 (??/??/92) 62.414 (m) 204.77 (f) ADJ UNCH 2 0 GT0983 GT0983.Superseded values are not recommended for survey control. GT0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0983.See file dsdata.txt to determine how the superseded data were derived. GT0983 GT0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4602615946(NAD 83) GT0983_MARKER: DB = BENCH MARK DISK GT0983_SETTING: 30 = SET IN A LIGHT STRUCTURE GT0983_SP_SET: CULVERT GT0983_STAMPING: Z 1195 1969 GT0983_MARK LOGO: CGS GT0983_MAGNETIC: N = NO MAGNETIC MATERIAL GT0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GT0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0983+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT0983 GT0983 HISTORY - Date Condition Report By GT0983 HISTORY - 1973 MONUMENTED CADT GT0983 HISTORY - 1973 GOOD NGS GT0983 HISTORY - 20040901 GOOD CSRC GT0983 GT0983 STATION DESCRIPTION GT0983 GT0983'DESCRIBED BY CALTRANS 1973 (HF) GT0983'BENCH MARK Z 1195, STAMPED Z 1195 1969, IS A STANDARD COAST AND GT0983'GEODETIC SURVEY BENCH MARK DISK SET IN THE EAST END OF AN 8 FOOT BY GT0983'10-INCH HEADWALL. IT IS 23 FEET SOUTH OF THE CENTER OF JACKSON GT0983'AVENUE, 25 FEET EAST-NORTHEAST OF A POWER POLE AND 48.5 FEET SOUTH GT0983'OF ANOTHER HEADWALL. GT0983 GT0983 STATION RECOVERY (1973) GT0983 GT0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 GT0983'2.2 MI SW FROM LEMOORE. GT0983'FROM THE INTERSECTION OF STATE HIGHWAYS 198 AND 41 ABOUT 1 MILE GT0983'SOUTHWEST FROM LEMOORE. SOUTH ON HIGHWAY 41 FOR 1.8 MILES GT0983'TO JACKSON AVE. (OLD HIGHWAY 198) WEST ON JACKSON AVE. 0.9 MILES GT0983'TO THE MARK ON THE LEFT. IT IS SET ON TOP OF AND ON THE GT0983'EAST END OF A 10--INCH WIDE BY 8-FOOT LONG CONCRETE HEADWALL GT0983'PROJECTING 18 INCHES ABOVE GROUND LEVEL AND ABOUT 1 FOOT HIGHER GT0983'THAN THE CENTER OF THE ROAD. IT IS 22 FEET SOUTH OF THE CENTER GT0983'OF THE ROAD, 46 FEET SOUTH OF ANOTHER CONCRETE HEADWALL, 24 GT0983'FEET EAST OF A POWER POLE AND DIRECTLY SOUTH OF THE WEST EDGE GT0983'OF A DIRT DRIVE LEADING NORTH TO A FARM HOUSE AND METAL EQUIPMENT GT0983'BUILDING. 700 FEET W OF NE CORNER OF NW 1/4, SEC 29, T 19S, GT0983'R 20E GT0983 GT0983 STATION RECOVERY (2004) GT0983 GT0983'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (BJ) GT0983'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT0983'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0983'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT0988 *********************************************************************** GT0988 DESIGNATION - Z 931 RESET GT0988 PID - GT0988 GT0988 STATE/COUNTY- CA/KINGS GT0988 USGS QUAD - LEMOORE (1954) GT0988 GT0988 *CURRENT SURVEY CONTROL GT0988 ___________________________________________________________________ GT0988* NAD 83(1986)- 36 15 43. (N) 119 48 28. (W) SCALED GT0988* NAVD 88 - 63.50 (+/-2cm) 208.3 (feet) VERTCON GT0988 ___________________________________________________________________ GT0988 GEOID HEIGHT- -33.33 (meters) GEOID03 GT0988 GT0988 VERT ORDER - SECOND CLASS 0 (See Below) GT0988 GT0988.The horizontal coordinates were scaled from a topographic map and have GT0988.an estimated accuracy of +/- 6 seconds. GT0988 GT0988.The NAVD 88 height was computed by applying the VERTCON shift value to GT0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GT0988.The vertical order pertains to the NGVD 29 superseded value. GT0988 GT0988.The geoid height was determined by GEOID03. GT0988 GT0988; North East Units Estimated Accuracy GT0988;SPC CA 4 - 603,350. 1,927,410. MT (+/- 180 meters Scaled) GT0988 GT0988 SUPERSEDED SURVEY CONTROL GT0988 GT0988 NGVD 29 (??/??/92) 62.633 (m) 205.49 (f) ADJ UNCH 2 0 GT0988 GT0988.Superseded values are not recommended for survey control. GT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT0988.See file dsdata.txt to determine how the superseded data were derived. GT0988 GT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA477166(NAD 83) GT0988_MARKER: DD = SURVEY DISK GT0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT0988_STAMPING: Z 931 RESET 1970 GT0988_MARK LOGO: CGS GT0988_MAGNETIC: O = OTHER; SEE DESCRIPTION GT0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT0988+STABILITY: SURFACE MOTION GT0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT0988+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004 GT0988 GT0988 HISTORY - Date Condition Report By GT0988 HISTORY - 1970 MONUMENTED CGS GT0988 HISTORY - 1972 GOOD NGS GT0988 HISTORY - 20040701 GOOD CADT GT0988 GT0988 STATION DESCRIPTION GT0988 GT0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GT0988'3.2 MI SW FROM LEMOORE. GT0988'1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, GT0988'THENCE 2.25 MILES SOUTH ALONG STATE HIGHWAY 41, 0.6 MILE NORTH OF GT0988'THE JUNCTION OF JACKSON AVENUE, 63 FEET EAST OF THE CENTER LINE GT0988'OF THE HIGHWAY, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.0 GT0988'FOOT EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE GT0988'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 GT0988'FOOT ABOVE THE GROUND. SEC 21, T17S, R20E. GT0988 GT0988 STATION RECOVERY (2004) GT0988 GT0988'RECOVERY NOTE BY CALTRANS 2004 (AO) GT0988'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED AS GT0988'PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT0988'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 GT1036 *********************************************************************** GT1036 HT_MOD - This is a Height Modernization Survey Station. GT1036 DESIGNATION - Z 961 GT1036 PID - GT1036 GT1036 STATE/COUNTY- CA/KINGS GT1036 USGS QUAD - VANGUARD (1981) GT1036 GT1036 *CURRENT SURVEY CONTROL GT1036 ___________________________________________________________________ GT1036* NAD 83(1998)- 36 15 20.52832(N) 119 53 42.20014(W) ADJUSTED GT1036* NAVD 88 - 66.86 (meters) 219.4 (feet) GPS OBS GT1036 ___________________________________________________________________ GT1036 EPOCH DATE - 2004.50 GT1036 X - -2,566,476.284 (meters) COMP GT1036 Y - -4,464,130.477 (meters) COMP GT1036 Z - 3,751,128.376 (meters) COMP GT1036 LAPLACE CORR- 3.49 (seconds) DEFLEC99 GT1036 ELLIP HEIGHT- 33.29 (meters) (06/30/05) GPS OBS GT1036 GEOID HEIGHT- -33.53 (meters) GEOID03 GT1036 GT1036 HORZ ORDER - B GT1036 VERT ORDER - FIRST CLASS II (See Below) GT1036 ELLP ORDER - FOURTH CLASS I GT1036 GT1036.The horizontal coordinates were established by GPS observations GT1036.and adjusted by the GEODETIC SOLUTIONS in June 2005. GT1036.This is a SPECIAL STATUS position. See SPECIAL STATUS under the GT1036.DATUM ITEM on the data sheet items page. GT1036.The horizontal coordinates are valid at the epoch date displayed above. GT1036.The epoch date for horizontal control is a decimal equivalence GT1036.of Year/Month/Day. GT1036 GT1036.The orthometric height was determined by GPS observations and a GT1036.high-resolution geoid model using precise GPS observation and GT1036.processing techniques. GT1036.The vertical order pertains to the NGVD 29 superseded value. GT1036 GT1036.The X, Y, and Z were computed from the position and the ellipsoidal ht. GT1036 GT1036.The Laplace correction was computed from DEFLEC99 derived deflections. GT1036 GT1036.The ellipsoidal height was determined by GPS observations GT1036.and is referenced to NAD 83. GT1036 GT1036.The geoid height was determined by GEOID03. GT1036 GT1036; North East Units Scale Factor Converg. GT1036;SPC CA 4 - 602,722.173 1,919,564.074 MT 0.99996151 -0 32 02.3 GT1036;SPC CA 4 - 1,977,431.00 6,297,769.80 sFT 0.99996151 -0 32 02.3 GT1036;UTM 11 - 4,016,198.440 239,886.897 MT 1.00043372 -1 42 47.0 GT1036 GT1036! - Elev Factor x Scale Factor = Combined Factor GT1036!SPC CA 4 - 0.99999478 x 0.99996151 = 0.99995629 GT1036!UTM 11 - 0.99999478 x 1.00043372 = 1.00042849 GT1036 GT1036 SUPERSEDED SURVEY CONTROL GT1036 GT1036 NGVD 29 (??/??/92) 66.734 (m) 218.94 (f) ADJ UNCH 1 2 GT1036 GT1036.Superseded values are not recommended for survey control. GT1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GT1036.See file dsdata.txt to determine how the superseded data were derived. GT1036 GT1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA3988716198(NAD 83) GT1036_MARKER: DB = BENCH MARK DISK GT1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GT1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT GT1036_STAMPING: Z 961 1963 GT1036_MARK LOGO: CGS GT1036_PROJECTION: FLUSH GT1036_MAGNETIC: N = NO MAGNETIC MATERIAL GT1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GT1036+STABILITY: SURFACE MOTION GT1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GT1036+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004 GT1036 GT1036 HISTORY - Date Condition Report By GT1036 HISTORY - 1963 MONUMENTED CGS GT1036 HISTORY - 1966 GOOD NGS GT1036 HISTORY - 1972 GOOD NGS GT1036 HISTORY - 20040901 GOOD CSRC GT1036 GT1036 STATION DESCRIPTION GT1036 GT1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 GT1036'6.7 MI W FROM LEMOORE. GT1036'6.7 MILES WEST ALONG STATE HIGHWAY 198 FROM THE LEMOORE HIGH GT1036'SCHOOL STADIUM AT LEMOORE, 0.5 MILE EAST OF THE MAIN ENTRANCE GT1036'TO LEMOORE NAVAL AIR STATION, 45 1/2 FEET NORTH OF THE CENTER GT1036'LINE OF THE NORTH LANES OF THE HIGHWAY, 2.0 FEET SOUTH OF THE GT1036'SOUTH BOUNDARY FENCE OF THE AIR STATION, 1.7 FEET EAST OF A GT1036'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET GT1036'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GT1036'GROUND. GT1036 GT1036 STATION RECOVERY (1972) GT1036 GT1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 GT1036'RECOVERED IN GOOD CONDITION. GT1036 GT1036 STATION RECOVERY (2004) GT1036 GT1036'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (JG) GT1036'RECOVERED IN GOOD CONDITION AS DESCRIBED. THIS STATION WAS OBSERVED GT1036'AS PART OF THE SAN JOAQUIN VALLEY HEIGHT MODERNIZATION SURVEY, A CSRC GT1036'PROJECT.