1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JS4847 *********************************************************************** JS4847 DESIGNATION - HPGN D CA 03 EH JS4847 PID - JS4847 JS4847 STATE/COUNTY- CA/SUTTER JS4847 USGS QUAD - VERONA (1978) JS4847 JS4847 *CURRENT SURVEY CONTROL JS4847 ___________________________________________________________________ JS4847* NAD 83(1998)- 38 51 59.61225(N) 121 32 32.95659(W) ADJUSTED JS4847* NAVD 88 - 10.75 (meters) 35.3 (feet) GPS OBS JS4847 ___________________________________________________________________ JS4847 EPOCH DATE - 2002.53 JS4847 X - -2,601,330.963 (meters) COMP JS4847 Y - -4,237,928.944 (meters) COMP JS4847 Z - 3,980,781.491 (meters) COMP JS4847 LAPLACE CORR- -1.34 (seconds) DEFLEC99 JS4847 ELLIP HEIGHT- -19.38 (meters) (02/03/03) GPS OBS JS4847 GEOID HEIGHT- -30.07 (meters) GEOID99 JS4847 JS4847 HORZ ORDER - B JS4847 ELLP ORDER - FOURTH CLASS I JS4847 JS4847.The horizontal coordinates were established by GPS observations JS4847.and adjusted by the National Geodetic Survey in February 2003. JS4847.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4847.DATUM ITEM on the data sheet items page. JS4847.The horizontal coordinates are valid at the epoch date displayed above. JS4847.The epoch date for horizontal control is a decimal equivalence JS4847.of Year/Month/Day. JS4847 JS4847.The orthometric height was determined by GPS observations and a JS4847.high-resolution geoid model using precise GPS observation and JS4847.processing techniques. JS4847 JS4847.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4847 JS4847.The Laplace correction was computed from DEFLEC99 derived deflections. JS4847 JS4847.The ellipsoidal height was determined by GPS observations JS4847.and is referenced to NAD 83. JS4847 JS4847.The geoid height was determined by GEOID99. JS4847 JS4847; North East Units Scale Converg. JS4847;SPC CA 2 - 633,294.331 2,039,703.690 MT 0.99992188 +0 17 18.4 JS4847;SPC CA 2 - 2,077,733.15 6,691,927.86 sFT 0.99992188 +0 17 18.4 JS4847;UTM 10 - 4,302,978.012 626,448.172 MT 0.99979689 +0 54 53.0 JS4847 JS4847 SUPERSEDED SURVEY CONTROL JS4847 JS4847 NAD 83(1998)- 38 51 59.61149(N) 121 32 32.95552(W) AD(1999.51) B JS4847 NAD 83(1992)- 38 51 59.60896(N) 121 32 32.95016(W) AD(1991.35) 1 JS4847 ELLIP HT - -19.35 (m) (09/16/94) GP(1991.35) 4 2 JS4847 JS4847.Superseded values are not recommended for survey control. JS4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4847.See file dsdata.txt to determine how the superseded data were derived. JS4847 JS4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2644802978(NAD 83) JS4847_MARKER: DD = SURVEY DISK JS4847_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JS4847+WITH SETTING: INFORMATION. JS4847_STAMPING: CA-HPGN-DENSIFICATION STA. 03-EH 1993 JS4847_MARK LOGO: CADT JS4847_PROJECTION: RECESSED 10 CENTIMETERS JS4847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET JS4847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4847+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS4847_ROD/PIPE-DEPTH: 2.1 meters JS4847 JS4847 HISTORY - Date Condition Report By JS4847 HISTORY - 1993 MONUMENTED CADT JS4847 HISTORY - 19940127 GOOD CADT JS4847 HISTORY - 19990719 GOOD FRAME JS4847 HISTORY - 20020826 GOOD FRAME JS4847 JS4847 STATION DESCRIPTION JS4847 JS4847'DESCRIBED BY CALTRANS 1993 JS4847'THE STATION IS LOCATED NEAR THE JUNCTION OF STATE HIGHWAYS 70 AND 99, JS4847'ABOUT 20 MI (32.2 KM) NORTH OF SACRAMENTO AND ABOUT 19 MI (30.6 KM) JS4847'SOUTH OF MARYSVILLE. JS4847'$ JS4847'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 99, GO JS4847'NORTH ON HIGHWAY 70 FOR 1.55 MI (2.49 KM) TO THE INTERSECTION OF JS4847'STRIPLIN ROAD. TURN RIGHT AND GO EAST ON STRIPLIN ROAD FOR ABOUT 300 JS4847'FT (91.4 M) TO THE STATION ON THE RIGHT. JS4847'$ JS4847'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET JS4847'IN CONCRETE FLUSH WITH THE GROUND, 339 FT (103.3 M) NORTHEAST OF A JS4847'HIGHWAY 70 POST MILE MARKER SUT-70-1.00, 100.5 FT (30.6 M) WEST OF JS4847'THE CENTERLINE OF A FRONTAGE ROAD, 37.0 FT (11.3 M) SOUTH OF THE JS4847'CENTERLINE OF STRIPLIN ROAD, 20.3 FT (6.2 M) NORTH OF THE EAST END OF JS4847'A 6 FT (1.8 M) CHAIN LINK R/W FENCE THAT RUNS PARALLEL WITH STRIPLIN JS4847'ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND IS LEVEL JS4847'WITH THE ROADWAY. JS4847'$ JS4847'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS4847'SURVEY. JS4847 JS4847 STATION RECOVERY (1994) JS4847 JS4847'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4847'RECOVERED AS DESCRIBED. JS4847 JS4847 STATION RECOVERY (1999) JS4847 JS4847'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS4847'RECOVERED AS DESCRIBED. JS4847 JS4847 STATION RECOVERY (2002) JS4847 JS4847'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4847'RECOVERED AS DESCRIBED. NOTE--THIS IS A SHALLOW-SET ALUMINUM ALLOY JS4847'ROD. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC9218 *********************************************************************** AC9218 DESIGNATION - RIEGO RM 4 AC9218 PID - AC9218 AC9218 STATE/COUNTY- CA/SUTTER AC9218 USGS QUAD - PLEASANT GROVE (1981) AC9218 AC9218 *CURRENT SURVEY CONTROL AC9218 ___________________________________________________________________ AC9218* NAD 83(1998)- 38 45 05.18885(N) 121 29 05.74989(W) ADJUSTED AC9218* NAVD 88 - 14.34 (meters) 47.0 (feet) GPS OBS AC9218 ___________________________________________________________________ AC9218 EPOCH DATE - 2002.53 AC9218 X - -2,601,256.662 (meters) COMP AC9218 Y - -4,247,372.191 (meters) COMP AC9218 Z - 3,970,825.305 (meters) COMP AC9218 LAPLACE CORR- 0.35 (seconds) DEFLEC99 AC9218 ELLIP HEIGHT- -16.17 (meters) (02/03/03) GPS OBS AC9218 GEOID HEIGHT- -30.45 (meters) GEOID99 AC9218 AC9218 HORZ ORDER - FIRST AC9218 ELLP ORDER - FOURTH CLASS I AC9218 AC9218.The horizontal coordinates were established by GPS observations AC9218.and adjusted by the National Geodetic Survey in February 2003. AC9218.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9218.DATUM ITEM on the data sheet items page. AC9218.The horizontal coordinates are valid at the epoch date displayed above. AC9218.The epoch date for horizontal control is a decimal equivalence AC9218.of Year/Month/Day. AC9218 AC9218.The orthometric height was determined by GPS observations and a AC9218.high-resolution geoid model using precise GPS observation and AC9218.processing techniques. AC9218 AC9218.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9218 AC9218.The Laplace correction was computed from DEFLEC99 derived deflections. AC9218 AC9218.The ellipsoidal height was determined by GPS observations AC9218.and is referenced to NAD 83. AC9218 AC9218.The geoid height was determined by GEOID99. AC9218 AC9218; North East Units Scale Converg. AC9218;SPC CA 2 - 620,542.788 2,044,770.996 MT 0.99993149 +0 19 29.0 AC9218;SPC CA 2 - 2,035,897.46 6,708,552.84 sFT 0.99993149 +0 19 29.0 AC9218;UTM 10 - 4,290,284.044 631,653.647 MT 0.99981344 +0 56 54.5 AC9218 AC9218 SUPERSEDED SURVEY CONTROL AC9218 AC9218 NAD 83(1992)- 38 45 05.18525(N) 121 29 05.74326(W) AD(1991.35) 1 AC9218 ELLIP HT - -16.04 (m) (06/13/97) GP(1991.35) 4 2 AC9218 AC9218.Superseded values are not recommended for survey control. AC9218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9218.See file dsdata.txt to determine how the superseded data were derived. AC9218 AC9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3165490284(NAD 83) AC9218_MARKER: DR = REFERENCE MARK DISK AC9218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC9218_STAMPING: RIEGO 1939 NO 4 1971 AC9218_MARK LOGO: CGS AC9218_MAGNETIC: N = NO MAGNETIC MATERIAL AC9218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9218+STABILITY: SURFACE MOTION AC9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9218+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1994 AC9218 AC9218 HISTORY - Date Condition Report By AC9218 HISTORY - 1971 MONUMENTED CGS AC9218 HISTORY - 19940211 GOOD CADT AC9218 HISTORY - 20020831 GOOD FRAME AC9218 AC9218 STATION DESCRIPTION AC9218 AC9218'DESCRIBED BY CALTRANS 1994 (JCB) AC9218'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTIONS FOLLOWS. THE AC9218'STATION IS LOCATED IN THE SOUTHWEST CORNER OF SUTTER COUNTY NEAR THE AC9218'INTERSECTION OF RIEGO AND PLEASANT GROVE ROADS, ABOUT 28 MI (45.1 KM) AC9218'SOUTH-SOUTHEAST OF YUBA CITY, 12 MI (19.3 KM) NORTH OF DOWNTOWN AC9218'SACRAMENTO AND 11 MI (17.7 KM) WEST OF ROSEVILLE. TO REACH THE AC9218'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 5 AND 80 IN AC9218'SACRAMENTO, GO NORTH ON INTERSTATE 5 FOR 3.0 MI (4.8 KM) TO THE STATE AC9218'HIGHWAY 99 OFF-RAMP. BEAR RIGHT AND GO NORTH ON HIGHWAY 99 FOR 5.0 MI AC9218'(8.0 KM) TO THE SACRAMENTO/SUTTER COUNTY LINE. CONTINUE NORTH ON AC9218'HIGHWAY 99 FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH RIEGO ROAD. AC9218'TURN RIGHT AND GO EAST ON RIEGO ROAD FOR 2.8 MI (4.5 KM) TO A SIDE AC9218'ROAD LEFT, PLEASANT GROVE ROAD-NORTH. CONTINUE EAST ON RIEGO ROAD FOR AC9218'0.25 MI (0.40 KM) TO THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT AC9218'OF THE INTERSECTION WITH PLEASANT GROVE ROAD-SOUTH, A SIDE ROAD RIGHT. AC9218'THE STATION IS 138.5 FT (42.2 M) WEST OF THE CENTERLINE OF PLEASANT AC9218'GROVE ROAD PROJECTED NORTH ACROSS RIEGO ROAD, 80.0 FT (24.4 M) WEST OF AC9218'A GUYED UTILITY POLE WITH STREET LIGHT, 28.5 FT (8.7 M) NORTH OF THE AC9218'CENTERLINE OF RIEGO ROAD, 1.7 FT (0.5 M) SOUTH OF A WIRE FENCE, 0.5 FT AC9218'(0.2 M) NORTH OF A CARSONITE WITNESS POST AND ABOUT 2 FT (0.6 M) AC9218'HIGHER THAN RIEGO ROAD. THIS STATION WAS OCCUPIED AS PART OF A AC9218'CALIFORNIA HPGN DENSIFICATION SURVEY. AC9218 AC9218 STATION RECOVERY (2002) AC9218 AC9218'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9218'RECOVERED AS DESCRIBED.