1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DG6532 *********************************************************************** DG6532 DESIGNATION - BRK1 A DG6532 PID - DG6532 DG6532 STATE/COUNTY- CA/KERN DG6532 USGS QUAD - CONNER (1973) DG6532 DG6532 *CURRENT SURVEY CONTROL DG6532 ___________________________________________________________________ DG6532* NAD 83(1998)- 35 07 54.42571(N) 119 06 32.59017(W) ADJUSTED DG6532* NAVD 88 - 89.85 (meters) 294.8 (feet) LEVELING DG6532 ___________________________________________________________________ DG6532 EPOCH DATE - 2002.00 DG6532 X - -2,540,399.617 (meters) COMP DG6532 Y - -4,562,500.724 (meters) COMP DG6532 Z - 3,649,865.682 (meters) COMP DG6532 LAPLACE CORR- 2.96 (seconds) DEFLEC99 DG6532 ELLIP HEIGHT- 55.70 (meters) (06/30/05) GPS OBS DG6532 GEOID HEIGHT- -33.92 (meters) GEOID03 DG6532 DG6532 HORZ ORDER - B DG6532 VERT ORDER - THIRD DG6532 ELLP ORDER - FOURTH CLASS II DG6532 DG6532.This is a reference station for the BAKERSFIELD 1 DG6532.National Continuously Operating Reference Station (BKR1). DG6532 DG6532.The horizontal coordinates were established by GPS observations DG6532.and adjusted by the National Geodetic Survey in June 2005. DG6532.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG6532.DATUM ITEM on the data sheet items page. DG6532.The horizontal coordinates are valid at the epoch date displayed above. DG6532.The epoch date for horizontal control is a decimal equivalence DG6532.of Year/Month/Day. DG6532 DG6532.The orthometric height was determined by differential leveling. DG6532.The vertical network tie was performed by a horz. field party for horz. DG6532.obs reductions. Reset procedures were used to establish the elevation. DG6532 DG6532.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG6532 DG6532.The Laplace correction was computed from DEFLEC99 derived deflections. DG6532 DG6532.The ellipsoidal height was determined by GPS observations DG6532.and is referenced to NAD 83. DG6532 DG6532.The geoid height was determined by GEOID03. DG6532 DG6532; North East Units Scale Factor Converg. DG6532;SPC CA 5 - 681,565.604 1,898,926.885 MT 0.99994414 -0 37 55.8 DG6532;SPC CA 5 - 2,236,103.15 6,230,062.62 sFT 0.99994414 -0 37 55.8 DG6532;UTM 11 - 3,889,693.439 307,839.731 MT 1.00005510 -1 12 50.6 DG6532 DG6532! - Elev Factor x Scale Factor = Combined Factor DG6532!SPC CA 5 - 0.99999126 x 0.99994414 = 0.99993540 DG6532!UTM 11 - 0.99999126 x 1.00005510 = 1.00004636 DG6532 DG6532 SUPERSEDED SURVEY CONTROL DG6532 DG6532 NAD 83(1998)- 35 07 54.42523(N) 119 06 32.59025(W) AD(2002.00) B DG6532 ELLIP H (09/30/04) 55.59 (m) GP(2002.00) 4 1 DG6532 DG6532.Superseded values are not recommended for survey control. DG6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG6532.See file dsdata.txt to determine how the superseded data were derived. DG6532 DG6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU0784089693(NAD 83) DG6532_MARKER: F = FLANGE-ENCASED ROD DG6532_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DG6532_STAMPING: BRK1 A 2004 DG6532_MARK LOGO: NGS DG6532_PROJECTION: FLUSH DG6532_MAGNETIC: I = MARKER IS A STEEL ROD DG6532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG6532+SATELLITE: SATELLITE OBSERVATIONS - 2004 DG6532_ROD/PIPE-DEPTH: 12.0 meters DG6532_SLEEVE-DEPTH : 0.9 meters DG6532 DG6532 HISTORY - Date Condition Report By DG6532 HISTORY - 2004 MONUMENTED NGS DG6532 DG6532 STATION DESCRIPTION DG6532 DG6532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW) DG6532'7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN DG6532'PUMPKIN CENTER, THENCE 15.0 KM SOUTHERLY ALONG OLD RIVER ROAD, NEAR DG6532'THE SOUTHWEST CORNER OF A FENCE SURROUNDING A RADIO TOWER, 67.0 M DG6532'EAST OF THE ROAD CENTERLINE, 53.0 M SOUTH OF THE CENTER OF A GATE, DG6532'2.8 M NORTH OF THE FENCE CORNER, 0.6 M BELOW THE LEVEL OF THE ROAD, DG6532'AND 0.5 M WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DG6532'DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MARK IS ON PROPERTY DG6532'OWNED BY THE U.S. GOVERNMENT. THIS IS A CORS SITE REFERENCE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DG6533 *********************************************************************** DG6533 DESIGNATION - BRK1 B DG6533 PID - DG6533 DG6533 STATE/COUNTY- CA/KERN DG6533 USGS QUAD - CONNER (1973) DG6533 DG6533 *CURRENT SURVEY CONTROL DG6533 ___________________________________________________________________ DG6533* NAD 83(1998)- 35 08 14.47251(N) 119 06 33.76976(W) ADJUSTED DG6533* NAVD 88 - 89.88 (meters) 294.9 (feet) LEVELING DG6533 ___________________________________________________________________ DG6533 EPOCH DATE - 2002.00 DG6533 X - -2,540,252.754 (meters) COMP DG6533 Y - -4,562,175.576 (meters) COMP DG6533 Z - 3,650,370.930 (meters) COMP DG6533 LAPLACE CORR- 3.00 (seconds) DEFLEC99 DG6533 ELLIP HEIGHT- 55.72 (meters) (06/30/05) GPS OBS DG6533 GEOID HEIGHT- -33.93 (meters) GEOID03 DG6533 DG6533 HORZ ORDER - B DG6533 VERT ORDER - THIRD DG6533 ELLP ORDER - FOURTH CLASS II DG6533 DG6533.This is a reference station for the BAKERSFIELD 1 DG6533.National Continuously Operating Reference Station (BKR1). DG6533 DG6533.The horizontal coordinates were established by GPS observations DG6533.and adjusted by the National Geodetic Survey in June 2005. DG6533.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DG6533.DATUM ITEM on the data sheet items page. DG6533.The horizontal coordinates are valid at the epoch date displayed above. DG6533.The epoch date for horizontal control is a decimal equivalence DG6533.of Year/Month/Day. DG6533 DG6533.The orthometric height was determined by differential leveling. DG6533.The vertical network tie was performed by a horz. field party for horz. DG6533.obs reductions. Reset procedures were used to establish the elevation. DG6533 DG6533.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG6533 DG6533.The Laplace correction was computed from DEFLEC99 derived deflections. DG6533 DG6533.The ellipsoidal height was determined by GPS observations DG6533.and is referenced to NAD 83. DG6533 DG6533.The geoid height was determined by GEOID03. DG6533 DG6533; North East Units Scale Factor Converg. DG6533;SPC CA 5 - 682,183.654 1,898,903.843 MT 0.99994479 -0 37 56.5 DG6533;SPC CA 5 - 2,238,130.87 6,229,987.02 sFT 0.99994479 -0 37 56.5 DG6533;UTM 11 - 3,890,311.760 307,822.965 MT 1.00005518 -1 12 51.8 DG6533 DG6533! - Elev Factor x Scale Factor = Combined Factor DG6533!SPC CA 5 - 0.99999125 x 0.99994479 = 0.99993604 DG6533!UTM 11 - 0.99999125 x 1.00005518 = 1.00004643 DG6533 DG6533 SUPERSEDED SURVEY CONTROL DG6533 DG6533 NAD 83(1998)- 35 08 14.47207(N) 119 06 33.76984(W) AD(2002.00) B DG6533 ELLIP H (09/30/04) 55.61 (m) GP(2002.00) 4 1 DG6533 DG6533.Superseded values are not recommended for survey control. DG6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG6533.See file dsdata.txt to determine how the superseded data were derived. DG6533 DG6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU0782390312(NAD 83) DG6533_MARKER: DV = VERTICAL CONTROL DISK DG6533_SETTING: 37 = SET IN A MASSIVE RETAINING WALL DG6533_SP_SET: RETAINING WALL DG6533_STAMPING: BRK1 B 2004 DG6533_MARK LOGO: NGS DG6533_MAGNETIC: N = NO MAGNETIC MATERIAL DG6533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG6533+SATELLITE: SATELLITE OBSERVATIONS - 2004 DG6533 DG6533 HISTORY - Date Condition Report By DG6533 HISTORY - 2004 MONUMENTED NGS DG6533 DG6533 STATION DESCRIPTION DG6533 DG6533'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004 (JMW) DG6533'7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN DG6533'PUMPKIN CENTER, THENCE 14.4 KM SOUTHERLY ALONG OLD RIVER ROAD, SET DG6533'NEAR THE NORTHWEST CORNER OF A CONCRETE WATER DUMP BOX AT A PUMPING DG6533'STATION, 37.9 M EAST OF THE ROAD CENTERLINE, 8.4 M NORTH OF THE SOUTH DG6533'END OF THE BOX, 2.3 M WEST OF THE EAST END OF THE BOX, 0.4 M ABOVE THE DG6533'GROUND SURFACE, AND 0.1 M SOUTHEAST OF THE NORTHWEST CORNER OF THE DG6533'BOX. NOTE--THE MARK IS ON PROPERTY OWNED BY KERN WATER DISTRICT DG6533'AGENCY, CENTRAL VALLEY REGION, 3164 EAST ASHIAN AVENUE, FRESNO, CA DG6533'93728, PHONE 559-445-5776. THIS IS A CORS SITE REFERENCE MARK.