1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 KS2015 *********************************************************************** KS2015 FBN - This is a Federal Base Network Control Station. KS2015 DESIGNATION - HPGN CA 03 05 KS2015 PID - KS2015 KS2015 STATE/COUNTY- CA/YUBA KS2015 USGS QUAD - SMARTVILLE (1995) KS2015 KS2015 *CURRENT SURVEY CONTROL KS2015 ___________________________________________________________________ KS2015* NAD 83(1998)- 39 12 05.35852(N) 121 17 13.90963(W) ADJUSTED KS2015* NAVD 88 - 244.1 (meters) 801. (feet) GPS OBS KS2015 ___________________________________________________________________ KS2015 EPOCH DATE - 2004.69 KS2015 X - -2,570,356.371 (meters) COMP KS2015 Y - -4,229,622.357 (meters) COMP KS2015 Z - 4,009,812.903 (meters) COMP KS2015 LAPLACE CORR- 13.62 (seconds) DEFLEC99 KS2015 ELLIP HEIGHT- 216.60 (meters) (09/13/05) GPS OBS KS2015 GEOID HEIGHT- -27.41 (meters) GEOID03 KS2015 KS2015 HORZ ORDER - A KS2015 ELLP ORDER - FOURTH CLASS I KS2015 KS2015.ITRF positions are available for this station. KS2015.The horizontal coordinates were established by GPS observations KS2015.and adjusted by the National Geodetic Survey in September 2005. KS2015.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS2015.DATUM ITEM on the data sheet items page. KS2015.The horizontal coordinates are valid at the epoch date displayed above. KS2015.The epoch date for horizontal control is a decimal equivalence KS2015.of Year/Month/Day. KS2015 KS2015.The orthometric height was determined by GPS observations and a KS2015.high-resolution geoid model. KS2015 KS2015.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS2015 KS2015.The Laplace correction was computed from DEFLEC99 derived deflections. KS2015 KS2015.The ellipsoidal height was determined by GPS observations KS2015.and is referenced to NAD 83. KS2015 KS2015.The geoid height was determined by GEOID03. KS2015 KS2015; North East Units Scale Factor Converg. KS2015;SPC CA 2 - 670,615.312 2,061,566.283 MT 0.99991674 +0 26 57.8 KS2015;SPC CA 2 - 2,200,177.07 6,763,655.38 sFT 0.99991674 +0 26 57.8 KS2015;UTM 10 - 4,340,533.820 647,897.518 MT 0.99986933 +1 04 58.0 KS2015 KS2015! - Elev Factor x Scale Factor = Combined Factor KS2015!SPC CA 2 - 0.99996602 x 0.99991674 = 0.99988276 KS2015!UTM 10 - 0.99996602 x 0.99986933 = 0.99983535 KS2015 KS2015 SUPERSEDED SURVEY CONTROL KS2015 KS2015 NAD 83(1998)- 39 12 05.35697(N) 121 17 13.90785(W) AD(1998.50) A KS2015 ELLIP H (04/06/00) 216.63 (m) GP(1998.50) 3 1 KS2015 NAD 83(1986)- 39 12 05.34649(N) 121 17 13.89795(W) AD(1984.00) 1 KS2015 NAD 83(1992)- 39 12 05.35432(N) 121 17 13.90385(W) AD(1991.35) B KS2015 ELLIP H (05/15/92) 216.71 (m) GP(1991.35) 4 2 KS2015 NGVD 29 (06/28/94) 243.3 (m) 798. (f) GPS OBS KS2015 KS2015.Superseded values are not recommended for survey control. KS2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS2015.See file dsdata.txt to determine how the superseded data were derived. KS2015 KS2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4789840534(NAD 83) KS2015_MARKER: DD = SURVEY DISK KS2015_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KS2015+WITH SETTING: INFORMATION. KS2015_SP_SET: DRIVEN INTO GROUND KS2015_STAMPING: HPGN-CALIF. STA.03-05 1991 KS2015_MARK LOGO: CADT KS2015_PROJECTION: FLUSH KS2015_MAGNETIC: N = NO MAGNETIC MATERIAL KS2015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS2015+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004 KS2015_ROD/PIPE-DEPTH: 2.00 meters KS2015 KS2015 HISTORY - Date Condition Report By KS2015 HISTORY - 1991 MONUMENTED CADT KS2015 HISTORY - 19910523 GOOD NGS KS2015 HISTORY - 19920510 GOOD NOS KS2015 HISTORY - 19920924 GOOD NGS KS2015 HISTORY - 19980506 GOOD NGS KS2015 HISTORY - 20030801 GOOD CADT KS2015 HISTORY - 20040306 GOOD ORBITE KS2015 KS2015 STATION DESCRIPTION KS2015 KS2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 KS2015'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) EAST-NORTHEAST OF KS2015'MARYSVILLE AND 1 MI (1.6 KM) SOUTHEAST OF SMARTVILLE AT THE KS2015'INTERSECTION OF SMARTVILLE ROAD AND STATE HIGHWAY 20. KS2015'TO REACH THE STATION FROM THE POST OFFICE IN SMARTVILLE, GO SOUTHEAST KS2015'FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF HIGHWAY 20. TURN LEFT ON KS2015'HIGHWAY 20 AND GO EAST FOR 0.15 MI (0.24 KM) TO A SIDE ROAD RIGHT, KS2015'SMARTVILLE ROAD. TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) TO KS2015'THE STATION ON THE RIGHT. KS2015'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM KS2015'ACCESS COVER. LOCATED 240 FT (73.2 M) SOUTH OF THE CENTERLINE OF KS2015'HIGHWAY 20, 70 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF SMARTVILLE KS2015'ROAD AND MAGONIGAL LANE, 56.3 FT (17.2 M) SOUTH-SOUTHWEST OF A KS2015'LITTER SIGN, 36.3 FT (11.1 M) WEST OF THE CENTERLINE OF SMARTVILLE KS2015'ROAD AND 3 FT (0.9 M) EAST OF A WITNESS POST AT A BARBED WIRE FENCE. KS2015'BENCH MARK K 214 WAS RECOVERED. TO REACH THE BENCH MARK GO EAST ON KS2015'MAGONIGAL LANE FOR ABOUT 0.1 MI (0.2 KM) TO THE BENCH MARK ON THE KS2015'LEFT AS DESCRIBED. KS2015 KS2015 STATION RECOVERY (1992) KS2015 KS2015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 KS2015'RECOVERED IN GOOD CONDITION. KS2015 KS2015 STATION RECOVERY (1992) KS2015 KS2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS2015'RECOVERED IN GOOD CONDITION. KS2015 KS2015 STATION RECOVERY (1998) KS2015 KS2015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KS2015'RECOVERED AS DESCRIBED. KS2015 KS2015 STATION RECOVERY (2003) KS2015 KS2015'RECOVERY NOTE BY CALTRANS 2003 (DWM) KS2015'THE STATION WAS RECOVERED AS DESCRIBED. IT IS AN ALUMINUM ALLOY ROD KS2015'2.0 M DEEP. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH KS2015'REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. KS2015 KS2015 STATION RECOVERY (2004) KS2015 KS2015'RECOVERY NOTE BY ORBITECH INC 2004 (SHG) KS2015'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6099 *********************************************************************** DH6099 DESIGNATION - STRAWBERRY DH6099 PID - DH6099 DH6099 STATE/COUNTY- CA/YUBA DH6099 USGS QUAD - STRAWBERRY VALLEY (1994) DH6099 DH6099 *CURRENT SURVEY CONTROL DH6099 ___________________________________________________________________ DH6099* NAD 83(1998)- 39 35 09.56594(N) 121 04 40.90462(W) ADJUSTED DH6099* NAVD 88 - DH6099 ___________________________________________________________________ DH6099 EPOCH DATE - 2004.69 DH6099 X - -2,541,301.023 (meters) COMP DH6099 Y - -4,216,417.631 (meters) COMP DH6099 Z - 4,043,425.723 (meters) COMP DH6099 LAPLACE CORR- 9.72 (seconds) DEFLEC99 DH6099 ELLIP HEIGHT- 1192.54 (meters) (09/13/05) GPS OBS DH6099 GEOID HEIGHT- -24.77 (meters) GEOID03 DH6099 DH6099 HORZ ORDER - A DH6099 ELLP ORDER - FOURTH CLASS I DH6099 DH6099.The horizontal coordinates were established by GPS observations DH6099.and adjusted by the National Geodetic Survey in September 2005. DH6099.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6099.DATUM ITEM on the data sheet items page. DH6099.The horizontal coordinates are valid at the epoch date displayed above. DH6099.The epoch date for horizontal control is a decimal equivalence DH6099.of Year/Month/Day. DH6099 DH6099 DH6099.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6099 DH6099.The Laplace correction was computed from DEFLEC99 derived deflections. DH6099 DH6099.The ellipsoidal height was determined by GPS observations DH6099.and is referenced to NAD 83. DH6099 DH6099.The geoid height was determined by GEOID03. DH6099 DH6099; North East Units Scale Factor Converg. DH6099;SPC CA 2 - 713,461.241 2,079,198.974 MT 0.99995288 +0 34 52.6 DH6099;SPC CA 2 - 2,340,747.42 6,821,505.30 sFT 0.99995288 +0 34 52.6 DH6099;UTM 10 - 4,383,572.286 665,051.237 MT 0.99993540 +1 13 30.1 DH6099 DH6099! - Elev Factor x Scale Factor = Combined Factor DH6099!SPC CA 2 - 0.99981294 x 0.99995288 = 0.99976583 DH6099!UTM 10 - 0.99981294 x 0.99993540 = 0.99974835 DH6099 DH6099 SUPERSEDED SURVEY CONTROL DH6099 DH6099.No superseded survey control is available for this station. DH6099 DH6099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ6505183572(NAD 83) DH6099_MARKER: DD = SURVEY DISK DH6099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6099_STAMPING: STRAWBERRY 2004 DH6099_MARK LOGO: CADT DH6099_PROJECTION: RECESSED 3 CENTIMETERS DH6099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6099+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 DH6099_ROD/PIPE-DEPTH: 3.65 meters DH6099_SLEEVE-DEPTH : N/A meters DH6099 DH6099 HISTORY - Date Condition Report By DH6099 HISTORY - 20040708 MONUMENTED CADT DH6099 DH6099 STATION DESCRIPTION DH6099 DH6099'DESCRIBED BY CALTRANS 2004 (FTC) DH6099'THE STATION IS LOCATED IN YUBA COUNTY NEAR THE STRAWBERRY VALLEY, DH6099'ABOUT 17.9 KM NORTHEAST OF FORBESTOWN, 15.2 KM NORTHWEST OF DH6099'CAMPTONVILLE, AND 13.7 KM SOUTH OF LA PORTE. DH6099' DH6099'TO REACH THE STATION FROM THE INTERSECTION OF MARYSVILLE ROAD AND DH6099'STATE HIGHWAY 20 IN BROWNS VALLEY, PROCEED NORTH ON MARYSVILLE ROAD DH6099'18.2 KM TO WILLOW GLEN, WHERE MARYSVILLE ROAD TURNS EAST, AND WILLOW DH6099'GLEN ROAD CONTINUES NORTH. CONTINUE NORTH ON WILLOW GLEN ROAD , WHICH DH6099'BECOMES LA PORTE ROAD, 11.8 KM TO BROWNSVILLE. CONTINUE NORTH ON DH6099'WILLOW GLEN/LA PORTE ROAD 7.4 KM TO CHALLENGE. CONTINUE NORTH ON LA DH6099'PORTE ROAD 6.0 KM TO WOODLEAF. CONTINUE NORTH ON LA PORTE ROAD 10.1 DH6099'KM TO STRAWBERRY VALLEY. CONTINUE NORTH ON LA PORTE ROAD 4.1 KM TO DH6099'THE STATION ON THE RIGHT IN A LARGE CLEARING. DH6099' DH6099'THE STATION IS A 3/4 INCH ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6099'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6099'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 183 M DH6099'SOUTH OF SCALES ROAD, 73.6 M NORTH OF THE NORTH CORNER OF A CONCRETE DH6099'CISTERN, 26.1 M EAST OF POWER POLE NO. 5923, 8.5 M EAST OF THE DH6099'CENTERLINE OF LA PORTE ROAD, 1.0 M SOUTH OF A METAL GUARD POST, AND DH6099'ABOUT LEVEL WITH THE ROAD. THIS STATION WAS OCCUPIED AS PART OF A DH6099'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6099'PROJECT.