1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AF9783 *********************************************************************** AF9783 DESIGNATION - B 114 RESET AF9783 PID - AF9783 AF9783 STATE/COUNTY- CA/SUTTER AF9783 USGS QUAD - MERIDIAN (1973) AF9783 AF9783 *CURRENT SURVEY CONTROL AF9783 ___________________________________________________________________ AF9783* NAD 83(1986)- 39 08 43. (N) 121 55 01. (W) SCALED AF9783* NAVD 88 - 24.39 (+/-2cm) 80.0 (feet) VERTCON AF9783 ___________________________________________________________________ AF9783 GEOID HEIGHT- -29.30 (meters) GEOID99 AF9783 AF9783 VERT ORDER - THIRD (See Below) AF9783 AF9783.The horizontal coordinates were scaled from a topographic map and have AF9783.an estimated accuracy of +/- 6 seconds. AF9783 AF9783.The NAVD 88 height was computed by applying the VERTCON shift value to AF9783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AF9783.The vertical order pertains to the superseded datum. AF9783 AF9783.The geoid height was determined by GEOID99. AF9783 AF9783; North East Units Estimated Accuracy AF9783;SPC CA 2 - 664,140. 2,007,180. MT (+/- 180 meters Scaled) AF9783 AF9783 SUPERSEDED SURVEY CONTROL AF9783 AF9783 NGVD 29 - 23.66 (m) 77.6 (f) RESET 3 AF9783 AF9783.Superseded values are not recommended for survey control. AF9783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AF9783.See file dsdata.txt to determine how the superseded data were derived. AF9783 AF9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ935334(NAD 83) AF9783_MARKER: DV = VERTICAL CONTROL DISK AF9783_SETTING: 31 = SIDEWALK AF9783_STAMPING: B 114 RESET 1977 AF9783_MARK LOGO: NGS AF9783_MAGNETIC: N = NO MAGNETIC MATERIAL AF9783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AF9783 AF9783 HISTORY - Date Condition Report By AF9783 HISTORY - 1977 MONUMENTED CADT AF9783 AF9783 STATION DESCRIPTION AF9783 AF9783'DESCRIBED BY CALTRANS 1977 (HWM) AF9783'AT MERIDIAN, AT THE WEST END OF TOWN, ON THE NEW STATE HIGHWAY BRIDGE AF9783'OVER THE SACRAMENTO RIVER, 21.0 FEET (6.4 M) SOUTH OF CENTERLINE OF AF9783'HIGHWAY, IN THE SIDEWALK ABOVE PIER NO 5 AND EAST LEVEE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS1965 *********************************************************************** KS1965 DESIGNATION - H 18 RESET KS1965 PID - KS1965 KS1965 STATE/COUNTY- CA/SUTTER KS1965 USGS QUAD - SUTTER (1973) KS1965 KS1965 *CURRENT SURVEY CONTROL KS1965 ___________________________________________________________________ KS1965* NAD 83(1986)- 39 14 23. (N) 121 38 54. (W) SCALED KS1965* NAVD 88 - 23.937 (meters) 78.53 (feet) ADJUSTED KS1965 ___________________________________________________________________ KS1965 GEOID HEIGHT- -28.87 (meters) GEOID99 KS1965 DYNAMIC HT - 23.923 (meters) 78.49 (feet) COMP KS1965 MODELED GRAV- 980,044.5 (mgal) NAVD 88 KS1965 KS1965 VERT ORDER - FIRST CLASS II KS1965 KS1965.The horizontal coordinates were scaled from a topographic map and have KS1965.an estimated accuracy of +/- 6 seconds. KS1965 KS1965.The orthometric height was determined by differential leveling KS1965.and adjusted by the National Geodetic Survey in June 1991. KS1965 KS1965.The geoid height was determined by GEOID99. KS1965 KS1965.The dynamic height is computed by dividing the NAVD 88 KS1965.geopotential number by the normal gravity value computed on the KS1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1965.degrees latitude (g = 980.6199 gals.). KS1965 KS1965.The modeled gravity was interpolated from observed gravity values. KS1965 KS1965; North East Units Estimated Accuracy KS1965;SPC CA 2 - 674,680. 2,030,360. MT (+/- 180 meters Scaled) KS1965 KS1965 SUPERSEDED SURVEY CONTROL KS1965 KS1965 NGVD 29 - 23.25 (m) 76.3 (f) RESET 3 KS1965 KS1965.Superseded values are not recommended for survey control. KS1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1965.See file dsdata.txt to determine how the superseded data were derived. KS1965 KS1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ166442(NAD 83) KS1965_MARKER: DV = VERTICAL CONTROL DISK KS1965_SETTING: 32 = HEADWALL KS1965_STAMPING: H 18 RESET 1981 KS1965_MARK LOGO: NGS KS1965_MAGNETIC: N = NO MAGNETIC MATERIAL KS1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1965+STABILITY: SURFACE MOTION KS1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KS1965+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 KS1965 KS1965 HISTORY - Date Condition Report By KS1965 HISTORY - 1981 MONUMENTED CADH KS1965 HISTORY - 19880808 GOOD NGS KS1965 KS1965 STATION DESCRIPTION KS1965 KS1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1965'3.9 KM (2.40 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1965'THE JUNCTION OF ELM STREET IN LIVE OAK, IN THE SOUTHEAST END OF THE KS1965'EAST HEADWALL OF A CONCRETE CULVERT SPANNING THE SUTTER BUTTE KS1965'IRRIGATION CANAL, 27.4 M (89.9 FT) EAST OF THE NEAR RAIL, 18.0 M KS1965'(59.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 99, AND 0.5 M KS1965'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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 59.61149(N) 121 32 32.95552(W) ADJUSTED JS4847* NAVD 88 - 10.75 (meters) 35.3 (feet) GPS OBS JS4847 ___________________________________________________________________ JS4847 EPOCH DATE - 1999.51 JS4847 X - -2,601,330.961 (meters) COMP JS4847 Y - -4,237,928.990 (meters) COMP JS4847 Z - 3,980,781.491 (meters) COMP JS4847 LAPLACE CORR- -1.34 (seconds) DEFLEC99 JS4847 ELLIP HEIGHT- -19.35 (meters) GPS OBS JS4847 GEOID HEIGHT- -30.07 (meters) GEOID99 JS4847 JS4847 HORZ ORDER - B JS4847 ELLP ORDER - FOURTH CLASS II JS4847 JS4847.The horizontal coordinates were established by GPS observations JS4847.and adjusted by the National Geodetic Survey in May 2000. 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 - 633,294.308 2,039,703.716 MT 0.99992188 +0 17 18.4 JS4847;SPC CA 2 - 2,077,733.08 6,691,927.94 sFT 0.99992188 +0 17 18.4 JS4847;UTM 10 - 4,302,977.989 626,448.198 MT 0.99979689 +0 54 53.0 JS4847 JS4847 SUPERSEDED SURVEY CONTROL JS4847 JS4847 NAD 83(1992)- 38 51 59.60896(N) 121 32 32.95016(W) AD(1991.35) 1 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 = JANUARY 6, 2003 JS0921 *********************************************************************** JS0921 DESIGNATION - MARKHAM RESET 1971 JS0921 PID - JS0921 JS0921 STATE/COUNTY- CA/SUTTER JS0921 USGS QUAD - SHERIDAN (1992) JS0921 JS0921 *CURRENT SURVEY CONTROL JS0921 ___________________________________________________________________ JS0921* NAD 83(1986)- 38 53 25. (N) 121 28 14. (W) SCALED JS0921* NAVD 88 - 18.01 (meters) 59.1 (feet) RESET JS0921 ___________________________________________________________________ JS0921 GEOID HEIGHT- -29.97 (meters) GEOID99 JS0921 JS0921 VERT ORDER - THIRD JS0921 JS0921.The horizontal coordinates were scaled from a topographic map and have JS0921.an estimated accuracy of +/- 6 seconds. JS0921 JS0921.The orthometric height was computed from unverified reset data. JS0921 JS0921.The geoid height was determined by GEOID99. JS0921 JS0921; North East Units Estimated Accuracy JS0921;SPC CA 2 - 635,960. 2,045,930. MT (+/- 180 meters Scaled) JS0921 JS0921 SUPERSEDED SURVEY CONTROL JS0921 JS0921 NGVD 29 - 17.31 (m) 56.8 (f) RESET 3 JS0921 JS0921.Superseded values are not recommended for survey control. JS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS0921.See file dsdata.txt to determine how the superseded data were derived. JS0921 JS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ326057(NAD 83) JS0921_MARKER: DS = TRIANGULATION STATION DISK JS0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS0921_STAMPING: MARKHAM 1939 1971 JS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS0921+STABILITY: SURFACE MOTION JS0921 JS0921 HISTORY - Date Condition Report By JS0921 HISTORY - 1971 MONUMENTED NGS JS0921 JS0921 STATION DESCRIPTION JS0921 JS0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JS0921'7.7 MI NE FROM CATLETT. JS0921'2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN JS0921'RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG JS0921'PLEASANT GROVE ROAD, THENCE 1.0 MILE EAST ALONG MARCUM ROAD, JS0921'THENCE 0.5 MILE SOUTH ALONG A FARM ROAD, ON THE HDH RANCH OWNED JS0921'BY HARRY R. WALKER M.D., NEAR THE PLACER-SUTTER COUNTY LINE, JS0921'IN A STOCK HOLDING PEN, ABOUT 51 YARDS WEST OF THE SOUTHWEST JS0921'CORNER OF THE FARMHOUSE, 60 YARDS SOUTH OF THE SOUTH BANK OF JS0921'MARKHAM RAVINE, 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF JS0921'THE GARAGE, 34.3 FEET WEST OF A CHAINLINK FENCE, 13.6 FEET JS0921'SOUTHEAST OF A CHAIN-LINK FENCE, 4.8 FEET NORTH OF A CHAIN-LINK JS0921'FENCE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE JS0921'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KS1964 *********************************************************************** KS1964 DESIGNATION - N 845 RESET KS1964 PID - KS1964 KS1964 STATE/COUNTY- CA/SUTTER KS1964 USGS QUAD - GRIDLEY (1973) KS1964 KS1964 *CURRENT SURVEY CONTROL KS1964 ___________________________________________________________________ KS1964* NAD 83(1986)- 39 15 31. (N) 121 39 20. (W) SCALED KS1964* NAVD 88 - 23.135 (meters) 75.90 (feet) ADJUSTED KS1964 ___________________________________________________________________ KS1964 GEOID HEIGHT- -28.81 (meters) GEOID99 KS1964 DYNAMIC HT - 23.122 (meters) 75.86 (feet) COMP KS1964 MODELED GRAV- 980,047.3 (mgal) NAVD 88 KS1964 KS1964 VERT ORDER - FIRST CLASS II KS1964 KS1964.The horizontal coordinates were scaled from a topographic map and have KS1964.an estimated accuracy of +/- 6 seconds. KS1964 KS1964.The orthometric height was determined by differential leveling KS1964.and adjusted by the National Geodetic Survey in June 1991. KS1964 KS1964.The geoid height was determined by GEOID99. KS1964 KS1964.The dynamic height is computed by dividing the NAVD 88 KS1964.geopotential number by the normal gravity value computed on the KS1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1964.degrees latitude (g = 980.6199 gals.). KS1964 KS1964.The modeled gravity was interpolated from observed gravity values. KS1964 KS1964; North East Units Estimated Accuracy KS1964;SPC CA 2 - 676,770. 2,029,730. MT (+/- 180 meters Scaled) KS1964 KS1964 SUPERSEDED SURVEY CONTROL KS1964 KS1964 NGVD 29 - 22.44 (m) 73.6 (f) RESET 3 KS1964 KS1964.Superseded values are not recommended for survey control. KS1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1964.See file dsdata.txt to determine how the superseded data were derived. KS1964 KS1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ159463(NAD 83) KS1964_MARKER: DV = VERTICAL CONTROL DISK KS1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1964_STAMPING: N 845 RESET 1981 KS1964_MARK LOGO: NGS KS1964_MAGNETIC: N = NO MAGNETIC MATERIAL KS1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1964+STABILITY: SURFACE MOTION KS1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1964+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 KS1964 KS1964 HISTORY - Date Condition Report By KS1964 HISTORY - 1981 MONUMENTED CADH KS1964 HISTORY - 19880808 GOOD NGS KS1964 KS1964 STATION DESCRIPTION KS1964 KS1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1964'1.7 KM (1.05 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1964'THE JUNCTION OF ELM STREET IN LIVE OAK, 42.0 M (137.8 FT) SOUTH OF THE KS1964'EXTENDED CENTER OF BISHOP AVENUE, 18.5 M (60.7 FT) WEST OF THE CENTER KS1964'OF STATE HIGHWAY 99, 9.1 M (29.9 FT) EAST OF THE NEAR RAIL, 1.2 M KS1964'(3.9 FT) BELOW THE LEVEL OF THE TRACKS, 0.9 M (3.0 FT) NORTH OF A KS1964'UTILITY POLE, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, AND IN A KS1964'CONCRETE MONUMENT THAT PROJECTS 0.12 M (0.4 FT) ABOVE THE GROUND KS1964'SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 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(1992)- 38 45 05.18525(N) 121 29 05.74326(W) ADJUSTED AC9218* NAVD 88 - 14.4 (meters) 47. (feet) GPS OBS AC9218 ___________________________________________________________________ AC9218 EPOCH DATE - 1991.35 AC9218 X - -2,601,256.614 (meters) COMP AC9218 Y - -4,247,372.420 (meters) COMP AC9218 Z - 3,970,825.300 (meters) COMP AC9218 LAPLACE CORR- 0.35 (seconds) DEFLEC99 AC9218 ELLIP HEIGHT- -16.04 (meters) GPS OBS AC9218 GEOID HEIGHT- -30.45 (meters) GEOID99 AC9218 AC9218 HORZ ORDER - FIRST AC9218 ELLP ORDER - FOURTH CLASS II AC9218 AC9218.The horizontal coordinates were established by GPS observations AC9218.and adjusted by the National Geodetic Survey in June 1997. 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. 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 - 620,542.678 2,044,771.157 MT 0.99993149 +0 19 29.1 AC9218;SPC CA 2 - 2,035,897.10 6,708,553.37 sFT 0.99993149 +0 19 29.1 AC9218;UTM 10 - 4,290,283.936 631,653.809 MT 0.99981344 +0 56 54.5 AC9218 AC9218 SUPERSEDED SURVEY CONTROL AC9218 AC9218.No superseded survey control is available for this station. 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.