1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9864 *********************************************************************** AE9864 HT_MOD - This is a Height Modernization Survey Station. AE9864 DESIGNATION - ANDREW AE9864 PID - AE9864 AE9864 STATE/COUNTY- CA/YOLO AE9864 USGS QUAD - SAXON (1993) AE9864 AE9864 *CURRENT SURVEY CONTROL AE9864 ___________________________________________________________________ AE9864* NAD 83(1998)- 38 23 12.17715(N) 121 38 18.72012(W) ADJUSTED AE9864* NAVD 88 - 3.73 (meters) 12.2 (feet) GPS OBS AE9864 ___________________________________________________________________ AE9864 EPOCH DATE - 2002.86 AE9864 X - -2,625,870.054 (meters) COMP AE9864 Y - -4,261,865.843 (meters) COMP AE9864 Z - 3,939,163.005 (meters) COMP AE9864 LAPLACE CORR- 4.90 (seconds) DEFLEC99 AE9864 ELLIP HEIGHT- -27.84 (meters) (10/28/05) GPS OBS AE9864 GEOID HEIGHT- -31.58 (meters) GEOID03 AE9864 AE9864 HORZ ORDER - FIRST AE9864 ELLP ORDER - FOURTH CLASS I AE9864 AE9864.The horizontal coordinates were established by GPS observations AE9864.and adjusted by the National Geodetic Survey in October 2005. AE9864.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9864.DATUM ITEM on the data sheet items page. AE9864.The horizontal coordinates are valid at the epoch date displayed above. AE9864.The epoch date for horizontal control is a decimal equivalence AE9864.of Year/Month/Day. AE9864 AE9864.The orthometric height was determined by GPS observations and a AE9864.high-resolution geoid model using precise GPS observation and AE9864.processing techniques. AE9864 AE9864.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9864 AE9864.The Laplace correction was computed from DEFLEC99 derived deflections. AE9864 AE9864.The ellipsoidal height was determined by GPS observations AE9864.and is referenced to NAD 83. AE9864 AE9864.The geoid height was determined by GEOID03. AE9864 AE9864; North East Units Scale Factor Converg. AE9864;SPC CA 2 - 579,993.297 2,031,580.607 MT 0.99998832 +0 13 40.4 AE9864;SPC CA 2 - 1,902,861.34 6,665,277.37 sFT 0.99998832 +0 13 40.4 AE9864;UTM 10 - 4,249,600.709 618,905.291 MT 0.99977412 +0 50 43.9 AE9864 AE9864! - Elev Factor x Scale Factor = Combined Factor AE9864!SPC CA 2 - 1.00000437 x 0.99998832 = 0.99999269 AE9864!UTM 10 - 1.00000437 x 0.99977412 = 0.99977849 AE9864 AE9864 SUPERSEDED SURVEY CONTROL AE9864 AE9864 NAD 83(1998)- 38 23 12.17743(N) 121 38 18.71969(W) AD(2002.53) 1 AE9864 ELLIP H (02/03/03) -27.86 (m) GP(2002.53) 4 1 AE9864 NAD 83(1992)- 38 23 12.17564(N) 121 38 18.71720(W) AD(1997.30) 1 AE9864 ELLIP H (07/10/98) -27.89 (m) GP(1997.30) 4 1 AE9864 NAD 83(1992)- 38 23 12.17531(N) 121 38 18.71764(W) AD(1997.30) 1 AE9864 ELLIP H (05/14/98) -27.80 (m) GP(1997.30) 3 1 AE9864 AE9864.Superseded values are not recommended for survey control. AE9864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9864.See file dsdata.txt to determine how the superseded data were derived. AE9864 AE9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1890549601(NAD 83) AE9864_MARKER: DD = SURVEY DISK AE9864_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9864+WITH SETTING: INFORMATION. AE9864_STAMPING: ANDREW 1997 AE9864_MARK LOGO: BOR AE9864_PROJECTION: RECESSED 6 CENTIMETERS AE9864_MAGNETIC: N = NO MAGNETIC MATERIAL AE9864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9864+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 AE9864_ROD/PIPE-DEPTH: 2.10 meters AE9864 AE9864 HISTORY - Date Condition Report By AE9864 HISTORY - 1997 MONUMENTED BOR AE9864 HISTORY - 20020826 GOOD FRAME AE9864 HISTORY - 20021105 GOOD CADWR AE9864 AE9864 STATION DESCRIPTION AE9864 AE9864'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9864'THE STATION IS ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF DAVIS AND ABOUT 11 AE9864'MI (17.7 KM) SOUTHEAST OF DIXON. TO REACH THE STATION FROM THE AE9864'INTERSECTION OF FIRST STREET (HIGHWAY 113) AND A STREET IN DIXON, GO AE9864'SOUTH ON FIRST STREET (HIGHWAY 113) FOR 2.0 MI (3.2 KM) TO THE AE9864'INTERSECTION OF MIDWAY ROAD. TURN LEFT AND GO EAST ON MIDWAY ROAD FOR AE9864'5.5 MI (8.9 KM) TO THE INTERSECTION OF BULKLEY ROAD. CONTINUE EAST ON AE9864'MIDWAY FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF ROAD 104. TURN RIGHT AE9864'AND GO SOUTH ON ROAD 104 FOR 2.0 MI (3.2 KM) TO A SIDE ROAD LEFT, ROAD AE9864'155. TURN LEFT AND GO EAST ON ROAD 155 FOR 3.0 MI (4.8 KM) TO THE END AE9864'OF ROAD 155 AND A SIDE ROAD LEFT, ROAD 107, AND THE STATION ON THE AE9864'EAST SIDE OF ROAD 107. THE STATION IS 98 FT (29.9 M) NORTHEAST OF A AE9864'POWER POLE, 73.6 FT (22.4 M) NORTH OF THE EXTENDED CENTERLINE OF ROAD AE9864'155, 55 FT (16.8 M) NORTH-NORTHWEST OF A U.S. DEPT. OF INTERIOR, AE9864'FISH AND WILDLIFE SERVICE SURVEY DISK ON REBAR, STAMPED 100-1996, 42 AE9864'FT (12.8 M) SOUTH OF A POWER POLE, 17.5 FT (5.3 M) EAST OF THE AE9864'CENTERLINE OF ROAD 107, AND 2 FT (0.6 M) WEST OF A BARBED WIRE FENCE, AE9864'AND 0.5 FT (0.2 M) WEST OF A CARSONITE WITNESS POST. THE STATION WAS AE9864'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9864'GPS/VERTICAL PROJECT. AE9864 AE9864 STATION RECOVERY (2002) AE9864 AE9864'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AE9864'RECOVERED AS DESCRIBED. NOTE--THIS IS A SHALLOW-SET ALUMINUM ALLOY AE9864'ROD. AE9864 AE9864 STATION RECOVERY (2002) AE9864 AE9864'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9864'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9864'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS2151 *********************************************************************** JS2151 HT_MOD - This is a Height Modernization Survey Station. JS2151 DESIGNATION - B 849 JS2151 PID - JS2151 JS2151 STATE/COUNTY- CA/YOLO JS2151 USGS QUAD - WINTERS (1978) JS2151 JS2151 *CURRENT SURVEY CONTROL JS2151 ___________________________________________________________________ JS2151* NAD 83(1998)- 38 32 01.29107(N) 121 58 15.18400(W) ADJUSTED JS2151* NAVD 88 - 39.67 (meters) 130.2 (feet) GPS OBS JS2151 ___________________________________________________________________ JS2151 EPOCH DATE - 2002.86 JS2151 X - -2,645,189.262 (meters) COMP JS2151 Y - -4,237,978.348 (meters) COMP JS2151 Z - 3,951,960.937 (meters) COMP JS2151 LAPLACE CORR- -3.87 (seconds) DEFLEC99 JS2151 ELLIP HEIGHT- 8.44 (meters) (10/28/05) GPS OBS JS2151 GEOID HEIGHT- -31.24 (meters) GEOID03 JS2151 JS2151 HORZ ORDER - FIRST JS2151 VERT ORDER - FIRST CLASS II (See Below) JS2151 ELLP ORDER - FOURTH CLASS I JS2151 JS2151.The horizontal coordinates were established by GPS observations JS2151.and adjusted by the National Geodetic Survey in October 2005. JS2151.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2151.DATUM ITEM on the data sheet items page. JS2151.The horizontal coordinates are valid at the epoch date displayed above. JS2151.The epoch date for horizontal control is a decimal equivalence JS2151.of Year/Month/Day. JS2151 JS2151.The orthometric height was determined by GPS observations and a JS2151.high-resolution geoid model using precise GPS observation and JS2151.processing techniques. JS2151.The vertical order pertains to the NGVD 29 superseded value. JS2151 JS2151.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2151 JS2151.The Laplace correction was computed from DEFLEC99 derived deflections. JS2151 JS2151.The ellipsoidal height was determined by GPS observations JS2151.and is referenced to NAD 83. JS2151 JS2151.The geoid height was determined by GEOID03. JS2151 JS2151; North East Units Scale Factor Converg. JS2151;SPC CA 2 - 596,245.583 2,002,538.547 MT 0.99996060 +0 01 06.1 JS2151;SPC CA 2 - 1,956,182.38 6,569,995.22 sFT 0.99996060 +0 01 06.1 JS2151;UTM 10 - 4,265,533.809 589,695.962 MT 0.99969908 +0 38 28.2 JS2151 JS2151! - Elev Factor x Scale Factor = Combined Factor JS2151!SPC CA 2 - 0.99999868 x 0.99996060 = 0.99995928 JS2151!UTM 10 - 0.99999868 x 0.99969908 = 0.99969776 JS2151 JS2151 SUPERSEDED SURVEY CONTROL JS2151 JS2151 NAD 83(1998)- 38 32 01.29090(N) 121 58 15.18331(W) AD(2002.53) 1 JS2151 ELLIP H (02/03/03) 8.43 (m) GP(2002.53) 4 1 JS2151 NAD 83(1998)- 38 32 01.28940(N) 121 58 15.18189(W) AD(1999.51) B JS2151 ELLIP H (05/12/00) 8.46 (m) GP(1999.51) 4 1 JS2151 NAD 83(1992)- 38 32 01.28872(N) 121 58 15.18111(W) AD(1997.30) B JS2151 ELLIP H (07/10/98) 8.39 (m) GP(1997.30) 4 1 JS2151 NAD 83(1992)- 38 32 01.28836(N) 121 58 15.18147(W) AD(1997.30) B JS2151 ELLIP H (05/14/98) 8.49 (m) GP(1997.30) 3 1 JS2151 NGVD 29 (??/??/92) 38.883 (m) 127.57 (f) ADJ UNCH 1 2 JS2151 JS2151.Superseded values are not recommended for survey control. JS2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2151.See file dsdata.txt to determine how the superseded data were derived. JS2151 JS2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8969665534(NAD 83) JS2151_MARKER: DB = BENCH MARK DISK JS2151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE JS2151_SP_SET: CONCRETE HEADWALL JS2151_STAMPING: B 849 1948 JS2151_MARK LOGO: CGS JS2151_MAGNETIC: N = NO MAGNETIC MATERIAL JS2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2151+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004 JS2151 JS2151 HISTORY - Date Condition Report By JS2151 HISTORY - 1948 MONUMENTED CGS JS2151 HISTORY - 1967 GOOD NGS JS2151 HISTORY - 19970716 GOOD NGS JS2151 HISTORY - 19990717 GOOD FRAME JS2151 HISTORY - 20020826 GOOD FRAME JS2151 HISTORY - 20021105 GOOD CADWR JS2151 HISTORY - 20040105 GOOD CADWR JS2151 HISTORY - 20040811 GOOD BESTOR JS2151 JS2151 STATION DESCRIPTION JS2151 JS2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 JS2151'0.8 MI N FROM WINTERS. JS2151'0.85 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2151'FROM THE CROSSING OF MAIN STREET AT WINTERS, 0.1 MILE NORTH OF JS2151'UNION OIL COMPANY BULK PLANT, IN THE TOP OF THE CENTER OF THE JS2151'EAST CONCRETE HEAD WALL OF A DOUBLE 24-INCH PIPE CULVERT, 7.6 JS2151'FEET EAST OF THE EAST RAIL, 65 FEET EAST AND ACROSS THE TRACKS JS2151'FROM THE CENTER LINE OF ROAD 89, AND ABOUT 2 FEET LOWER THAN THE JS2151'TRACKS. JS2151 JS2151 STATION RECOVERY (1997) JS2151 JS2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS2151'THE STATION WAS RECOVERED AND AN ADDITIONAL TO REACH FOLLOWS. TO JS2151'REACH THE STATION FROM THE INTERSECTION OF GRANT STREET (HIGHWAY 128) JS2151'AND RAILROAD AVENUE (ROAD 89) IN WINTERS, GO NORTH ON RAILROAD AVENUE JS2151'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT. THE RAILROAD TRACKS JS2151'HAVE BEEN REMOVED. THE STATION IS ON THE EAST SIDE OF THE ABANDONED JS2151'RAILBED AND IS ABOUT 5 FT (1.5 M) NORTH OF A CARSONITE WITNESS POST. JS2151'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER JS2151'DELTA GPS/VERTICAL PROJECT. JS2151 JS2151 STATION RECOVERY (1999) JS2151 JS2151'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2151'THE STATION WAS RECOVERED. IT IS ABOUT 21 M (68.9 FT) EAST OF THE JS2151'CENTERLINE OF RAILROAD AVENUE, 14.9 M (48.9 FT) NORTHEAST OF A POWER JS2151'LINE POLE, 12.3 M (40.4 FT) EAST OF A ROW OF TREES, 6.4 M (21.0 FT) JS2151'EAST OF THE WESTERN OF TWO CONCRETE HEADWALLS AND 1.5 M (4.9 FT) NORTH JS2151'OF A CARSONITE WITNESS POST. JS2151 JS2151 STATION RECOVERY (2002) JS2151 JS2151'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2151'RECOVERED AS DESCRIBED. JS2151 JS2151 STATION RECOVERY (2002) JS2151 JS2151'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS2151'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS2151'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS2151 JS2151 STATION RECOVERY (2004) JS2151 JS2151'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (TRJ) JS2151'RECOVERED IN GOOD CONDITION. JS2151 JS2151 STATION RECOVERY (2004) JS2151 JS2151'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (MVH) JS2151'POINT IS ON CONCRETE HEADWALL AND IS NOT OCCUPIABLE WITH A TRIPOD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5052 *********************************************************************** AI5052 HT_MOD - This is a Height Modernization Survey Station. AI5052 DESIGNATION - BIRD AI5052 PID - AI5052 AI5052 STATE/COUNTY- CA/YOLO AI5052 USGS QUAD - BIRD VALLEY (1993) AI5052 AI5052 *CURRENT SURVEY CONTROL AI5052 ___________________________________________________________________ AI5052* NAD 83(1998)- 38 50 54.73557(N) 122 02 37.47780(W) ADJUSTED AI5052* NAVD 88 - 94.11 (meters) 308.8 (feet) GPS OBS AI5052 ___________________________________________________________________ AI5052 EPOCH DATE - 2004.69 AI5052 X - -2,639,007.003 (meters) COMP AI5052 Y - -4,216,127.892 (meters) COMP AI5052 Z - 3,979,275.723 (meters) COMP AI5052 LAPLACE CORR- -0.83 (seconds) DEFLEC99 AI5052 ELLIP HEIGHT- 63.69 (meters) (09/28/05) GPS OBS AI5052 GEOID HEIGHT- -30.28 (meters) GEOID03 AI5052 AI5052 HORZ ORDER - B AI5052 ELLP ORDER - FOURTH CLASS I AI5052 AI5052.The horizontal coordinates were established by GPS observations AI5052.and adjusted by the National Geodetic Survey in September 2005. AI5052.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5052.DATUM ITEM on the data sheet items page. AI5052.The horizontal coordinates are valid at the epoch date displayed above. AI5052.The epoch date for horizontal control is a decimal equivalence AI5052.of Year/Month/Day. AI5052 AI5052.The orthometric height was determined by GPS observations and a AI5052.high-resolution geoid model using precise GPS observation and AI5052.processing techniques. AI5052 AI5052.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5052 AI5052.The Laplace correction was computed from DEFLEC99 derived deflections. AI5052 AI5052.The ellipsoidal height was determined by GPS observations AI5052.and is referenced to NAD 83. AI5052 AI5052.The geoid height was determined by GEOID03. AI5052 AI5052; North East Units Scale Factor Converg. AI5052;SPC CA 2 - 631,194.864 1,996,202.855 MT 0.99992312 -0 01 39.3 AI5052;SPC CA 2 - 2,070,845.15 6,549,208.87 sFT 0.99992312 -0 01 39.3 AI5052;UTM 10 - 4,300,403.246 582,980.976 MT 0.99968479 +0 35 59.5 AI5052 AI5052! - Elev Factor x Scale Factor = Combined Factor AI5052!SPC CA 2 - 0.99999001 x 0.99992312 = 0.99991313 AI5052!UTM 10 - 0.99999001 x 0.99968479 = 0.99967480 AI5052 AI5052 SUPERSEDED SURVEY CONTROL AI5052 AI5052 NAD 83(1998)- 38 50 54.73498(N) 122 02 37.47696(W) AD(2002.53) 1 AI5052 ELLIP H (02/03/03) 63.72 (m) GP(2002.53) 4 1 AI5052 NAD 83(1998)- 38 50 54.73360(N) 122 02 37.47577(W) AD(1999.51) 1 AI5052 ELLIP H (05/12/00) 63.74 (m) GP(1999.51) 4 1 AI5052 AI5052.Superseded values are not recommended for survey control. AI5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5052.See file dsdata.txt to determine how the superseded data were derived. AI5052 AI5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8298100403(NAD 83) AI5052_MARKER: DD = SURVEY DISK AI5052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5052_STAMPING: BIRD 1999 AI5052_MARK LOGO: CA-113 AI5052_PROJECTION: RECESSED 6 CENTIMETERS AI5052_MAGNETIC: N = NO MAGNETIC MATERIAL AI5052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5052+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5052_ROD/PIPE-DEPTH: 3.55 meters AI5052 AI5052 HISTORY - Date Condition Report By AI5052 HISTORY - 1999 MONUMENTED FRAME AI5052 HISTORY - 20020826 GOOD FRAME AI5052 HISTORY - 20041005 GOOD CADT AI5052 AI5052 STATION DESCRIPTION AI5052 AI5052'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5052'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF THE TOWN OF AI5052'ZAMORA AND ABOUT 5 MI (8.0 KM) SOUTHWEST OF THE TOWN OF DUNNIGAN. TO AI5052'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND AI5052'COUNTY ROAD E4, ROAD 6, IN DUNNIGAN, GO WESTERLY ON ROAD E4 FOR ABOUT AI5052'3.0 MI (4.8 KM) TO A SIDE ROAD RIGHT, ROAD 86. CONTINUE ON ROAD E4 AI5052'SOUTHWESTERLY FOR ABOUT 3.6 MI (5.8 KM) TO THE STATION ON THE RIGHT AI5052'(ABOUT 0.6 MI (1.0 KM) NORTH OF ROAD 10) . THE STATION IS A 2 1/2 IN AI5052'YOLO COUNTY DISK SET INSIDE AN ALUMINUM LOGO CAP. IT IS 7.6 M (24.9 AI5052'FT) SOUTH OF A POWER POLE, 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF AI5052'ROAD E4, 2.1 M (6.9 FT) NORTHEAST OF THE NORTH GATE POST OF A WIRE AI5052'GATE. 0.9 M (3.0 FT) EAST OF A CARSONITE WITNESS POST SET IN THE AI5052'FENCE LINE AND ABOUT LEVEL WITH THE ROAD. AI5052 AI5052 STATION RECOVERY (2002) AI5052 AI5052'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5052'RECOVERED AS DESCRIBED. AI5052 AI5052 STATION RECOVERY (2004) AI5052 AI5052'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5052'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5052'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5052'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6511 *********************************************************************** DH6511 DESIGNATION - BROOKS DH6511 PID - DH6511 DH6511 STATE/COUNTY- CA/YOLO DH6511 USGS QUAD - GUINDA (1993) DH6511 DH6511 *CURRENT SURVEY CONTROL DH6511 ___________________________________________________________________ DH6511* NAD 83(1998)- 38 48 08.49453(N) 122 10 48.72777(W) ADJUSTED DH6511* NAVD 88 - 100.5 (meters) 330. (feet) GPS OBS DH6511 ___________________________________________________________________ DH6511 EPOCH DATE - 2004.69 DH6511 X - -2,650,755.217 (meters) COMP DH6511 Y - -4,212,555.233 (meters) COMP DH6511 Z - 3,975,285.993 (meters) COMP DH6511 LAPLACE CORR- -3.59 (seconds) DEFLEC99 DH6511 ELLIP HEIGHT- 70.11 (meters) (09/28/05) GPS OBS DH6511 GEOID HEIGHT- -30.21 (meters) GEOID03 DH6511 DH6511 HORZ ORDER - B DH6511 ELLP ORDER - FOURTH CLASS I DH6511 DH6511.The horizontal coordinates were established by GPS observations DH6511.and adjusted by the National Geodetic Survey in September 2005. DH6511.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6511.DATUM ITEM on the data sheet items page. DH6511.The horizontal coordinates are valid at the epoch date displayed above. DH6511.The epoch date for horizontal control is a decimal equivalence DH6511.of Year/Month/Day. DH6511 DH6511.The orthometric height was determined by GPS observations and a DH6511.high-resolution geoid model. DH6511 DH6511.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6511 DH6511.The Laplace correction was computed from DEFLEC99 derived deflections. DH6511 DH6511.The ellipsoidal height was determined by GPS observations DH6511.and is referenced to NAD 83. DH6511 DH6511.The geoid height was determined by GEOID03. DH6511 DH6511; North East Units Scale Factor Converg. DH6511;SPC CA 2 - 626,083.528 1,984,347.557 MT 0.99992675 -0 06 49.0 DH6511;SPC CA 2 - 2,054,075.71 6,510,313.61 sFT 0.99992675 -0 06 49.0 DH6511;UTM 10 - 4,295,163.723 571,185.324 MT 0.99966240 +0 30 49.5 DH6511 DH6511! - Elev Factor x Scale Factor = Combined Factor DH6511!SPC CA 2 - 0.99998900 x 0.99992675 = 0.99991575 DH6511!UTM 10 - 0.99998900 x 0.99966240 = 0.99965140 DH6511 DH6511 SUPERSEDED SURVEY CONTROL DH6511 DH6511.No superseded survey control is available for this station. DH6511 DH6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH7118595164(NAD 83) DH6511_MARKER: DD = SURVEY DISK DH6511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6511_STAMPING: BROOKS 2004 DH6511_MARK LOGO: CADT DH6511_PROJECTION: FLUSH DH6511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6511+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004 DH6511_ROD/PIPE-DEPTH: 6.29 meters DH6511_SLEEVE-DEPTH : N/A meters DH6511 DH6511 HISTORY - Date Condition Report By DH6511 HISTORY - 20040809 MONUMENTED CADT DH6511 DH6511 STATION DESCRIPTION DH6511 DH6511'DESCRIBED BY CALTRANS 2004 (PTD) DH6511'THE STATION IS LOCATED IN YOLO COUNTY NEAR BROOKS, ABOUT 34.2 KM DH6511'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 16 AND STATE HIGHWAY DH6511'20 IN COLUSA COUNTY, 20.7 KM SOUTHWEST OF DUNNIGAN, AND 18.3 KM DH6511'NORTHWEST OF ESPARTO. DH6511' DH6511'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 505 AND STATE DH6511'HIGHWAY 16 IN YOLO COUNTY, PROCEED WESTBOUND ON STATE HIGHWAY 16 TO DH6511'CACHE CREEK CASINO. CONTINUE 7.5 KM NORTHWESTERLY ON STATE HIGHWAY 16 DH6511'TO THE INTERSECTION OF STATE HIGHWAY 16 AND SHADOW VALLEY ROAD AND DH6511'THE STATION ON THE LEFT IN THE SOUTHWEST QUADRANT OF THE DH6511'INTERSECTION. DH6511' DH6511'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6511'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6511'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 29.4 M DH6511'SOUTHEAST OF THE NORTHEAST CORNER OF AN OLD SINGLE PLANE HANGER, 18.5 DH6511'M SOUTH OF THE CENTERLINE OF SHADOW VALLEY ROAD, 15.7 M SOUTH OF A DH6511'STOP SIGN, 4.9 M WEST OF THE EDGE OF PAVEMENT OF HIGHWAY, 3.0 M SOUTH DH6511'OF A POST MILE 14.00 PADDLE, 1.0 M NORTH OF A METAL GUARD POST, AND DH6511'ABOUT LEVEL WITH THE HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A DH6511'CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION DH6511'PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4617 *********************************************************************** JS4617 HT_MOD - This is a Height Modernization Survey Station. JS4617 DESIGNATION - DAVEPORT JS4617 PID - JS4617 JS4617 STATE/COUNTY- CA/YOLO JS4617 USGS QUAD - MERRITT (1992) JS4617 JS4617 *CURRENT SURVEY CONTROL JS4617 ___________________________________________________________________ JS4617* NAD 83(1998)- 38 31 59.46447(N) 121 47 14.17689(W) ADJUSTED JS4617* NAVD 88 - 19.39 (meters) 63.6 (feet) GPS OBS JS4617 ___________________________________________________________________ JS4617 EPOCH DATE - 2002.86 JS4617 X - -2,631,604.551 (meters) COMP JS4617 Y - -4,246,449.780 (meters) COMP JS4617 Z - 3,951,904.201 (meters) COMP JS4617 LAPLACE CORR- 2.02 (seconds) DEFLEC99 JS4617 ELLIP HEIGHT- -11.91 (meters) (10/28/05) GPS OBS JS4617 GEOID HEIGHT- -31.30 (meters) GEOID03 JS4617 JS4617 HORZ ORDER - FIRST JS4617 ELLP ORDER - FOURTH CLASS I JS4617 JS4617.This mark is at University Airport (0O5) JS4617 JS4617.The horizontal coordinates were established by GPS observations JS4617.and adjusted by the National Geodetic Survey in October 2005. JS4617.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4617.DATUM ITEM on the data sheet items page. JS4617.The horizontal coordinates are valid at the epoch date displayed above. JS4617.The epoch date for horizontal control is a decimal equivalence JS4617.of Year/Month/Day. JS4617 JS4617.The orthometric height was determined by GPS observations and a JS4617.high-resolution geoid model using precise GPS observation and JS4617.processing techniques. It supersedes the leveled height previously JS4617.determined for this station. JS4617 JS4617.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4617 JS4617.The Laplace correction was computed from DEFLEC99 derived deflections. JS4617 JS4617.The ellipsoidal height was determined by GPS observations JS4617.and is referenced to NAD 83. JS4617 JS4617.The geoid height was determined by GEOID03. JS4617 JS4617; North East Units Scale Factor Converg. JS4617;SPC CA 2 - 596,210.564 2,018,547.645 MT 0.99996069 +0 08 02.8 JS4617;SPC CA 2 - 1,956,067.49 6,622,518.40 sFT 0.99996069 +0 08 02.8 JS4617;UTM 10 - 4,265,672.581 605,700.609 MT 0.99973759 +0 45 20.0 JS4617 JS4617! - Elev Factor x Scale Factor = Combined Factor JS4617!SPC CA 2 - 1.00000187 x 0.99996069 = 0.99996256 JS4617!UTM 10 - 1.00000187 x 0.99973759 = 0.99973946 JS4617 JS4617: Primary Azimuth Mark Grid Az JS4617:SPC CA 2 - DAVEPORT AZ MK 178 47 37.2 JS4617:UTM 10 - DAVEPORT AZ MK 178 10 20.0 JS4617 JS4617|---------------------------------------------------------------------| JS4617| PID Reference Object Distance Geod. Az | JS4617| dddmmss.s | JS4617| JS4618 DAVEPORT AZ MK APPROX. 0.7 KM 1785540.0 | JS4617|---------------------------------------------------------------------| JS4617 JS4617 SUPERSEDED SURVEY CONTROL JS4617 JS4617 NAD 83(1998)- 38 31 59.46429(N) 121 47 14.17621(W) AD(2002.53) 1 JS4617 ELLIP H (02/03/03) -11.91 (m) GP(2002.53) 4 1 JS4617 NAD 83(1998)- 38 31 59.46299(N) 121 47 14.17500(W) AD(1999.51) 1 JS4617 ELLIP H (05/12/00) -11.87 (m) GP(1999.51) 4 1 JS4617 NAD 83(1992)- 38 31 59.45991(N) 121 47 14.17067(W) AD(1991.35) 1 JS4617 ELLIP H (06/20/97) -11.72 (m) GP(1991.35) 4 2 JS4617 NAD 83(1992)- 38 31 59.46056(N) 121 47 14.17123(W) AD(1991.35) 1 JS4617 ELLIP H (06/13/97) -11.73 (m) GP(1991.35) 4 2 JS4617 NAD 83(1992)- 38 31 59.46056(N) 121 47 14.17123(W) AD(1991.35) 3 JS4617 ELLIP H (03/08/94) -11.73 (m) GP(1991.35) 4 1 JS4617 NAD 83(1986)- 38 31 59.45846(N) 121 47 14.16842(W) AD(1984.00) 3 JS4617 NAVD 88 (06/13/97) 19.49 (m) 63.9 (f) LEVELING 3 JS4617 NGVD 29 (06/19/89) 18.0 (m) 59. (f) GPS OBS JS4617 JS4617.Superseded values are not recommended for survey control. JS4617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4617.See file dsdata.txt to determine how the superseded data were derived. JS4617 JS4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0570165673(NAD 83) JS4617_MARKER: F = FLANGE-ENCASED ROD JS4617_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) JS4617_SP_SET: OBJECT DRIVEN INTO GROUND JS4617_STAMPING: DAVEPORT JS4617_MARK LOGO: NGS JS4617_MAGNETIC: N = NO MAGNETIC MATERIAL JS4617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS4617+STABILITY: POSITION/ELEVATION WELL JS4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4617+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002 JS4617 JS4617 HISTORY - Date Condition Report By JS4617 HISTORY - 1987 MONUMENTED NGS JS4617 HISTORY - 19931227 GOOD CADT JS4617 HISTORY - 19960514 GOOD CADT JS4617 HISTORY - 19990719 GOOD FRAME JS4617 HISTORY - 20020716 GOOD CADWR JS4617 HISTORY - 20020826 GOOD FRAME JS4617 JS4617 STATION DESCRIPTION JS4617 JS4617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM) JS4617'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF DAVIS, JS4617'1.6 KM (1 MI) WEST OF STATE HIGHWAY 113, AT THE UNIVERSITY JS4617'AIRPORT. JS4617'OWNERSHIP--UNIVERSITY OF CALIFORNIA, DAVIS CA 95616, PHONE JS4617'916-752-6608, BILL MATHENY - AIRPORT SERVICES SUPERVISOR, UNIVERSITY JS4617'AIRPORT, DAVIS CA 95616, PHONE 752-0100. JS4617' JS4617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 113 AND JS4617'HUTCHINSON DRIVE JUST WEST OF THE UNIVERSITY, GO JS4617'WEST FOR 2.3 KM (1.4 MI) ON HUTCHINSON DRIVE TO HOPKINS ROAD. JS4617'TURN LEFT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON HOPKINS ROAD TO A JS4617'SIDE ROAD LEFT. JS4617'TURN LEFT AND GO NORTHEAST FOR 0.2 KM (0.1 MI) ON AIRPORT ROAD TO A JS4617'DIRT PARKING AREA AND AIRPORT. TURN RIGHT AND GO SOUTH FOR 0.1 KM JS4617'(0.05 MI) TO A BRICK WALL AND OPEN GATE. PASS THROUGH GATE AND GO JS4617'SOUTH FOR 0.1 KM (0.05 MI) ACROSS PAVEMENT TO AN OPEN AREA. TURN JS4617'LEFT AND GO EAST FOR 0.2 KM (0.1 MI) THROUGH THE TIE DOWN AREA TO A JS4617'TAXIWAY. TURN LEFT AND GO NORTH FOR 0.2 KM (0.15 MI) TO THE JS4617'STATION ON THE LEFT. JS4617' JS4617'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD JS4617'THAT IS ---UNSTAMPED---, JS4617'DRIVEN TO A DEPTH OF 10.4 METERS (34 FT) RECESSED 10 CM BELOW GROUND JS4617'INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3 JS4617'FT) ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---DAVEPORT JS4617'1987---, FLUSH WITH GROUND. LOCATED JS4617'27.4 METERS (89.89 FT) WEST FROM THE APPROXIMATE CENTER OF TAXIWAY, JS4617'25.6 METERS (84.0 FT) SOUTH FROM THE THE APPROXIMATE CENTER OF JS4617'PAVED ACCESS TO TAXIWAY AND JS4617'0.9 METERS (2.95 FT) WEST FROM A CARSONITE WITNESS POST. JS4617' JS4617'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD JS4617'THAT IS ---UNSTAMPED---, JS4617'DRIVEN TO A DEPTH OF 15.5 METERS (51 FT) RECESSED 8 CM BELOW GROUND JS4617'INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3 JS4617'FT) ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---DAVEPORT JS4617'AZ MK 1987---, FLUSH WITH GROUND. LOCATED JS4617'30.0 METERS (98.43 FT) SOUTH-SOUTHEAST FROM THE SOUTH END OF JS4617'TAXIWAY, JS4617'17.2 METERS (56.43 FT) SOUTHEAST FROM A 4 FT BY 8 FT WOODEN SIGN, JS4617'1.4 METERS (4.59 FT) NORTH FROM AN EAST-WEST FENCE LINE AND JS4617'0.8 METERS (2.62 FT) SOUTH FROM A CARSONITE WITNESS POST. JS4617'TO REACH THE AZIMUTH FROM THE STATION, JS4617'GO SOUTH FOR 0.7 KM (0.45 MI) ALONG THE TAXIWAY TO THE END OF TAXIWAY JS4617'AND THE MARK STRAIGHT AHEAD. JS4617' JS4617'NO REFERENCE MARKS WERE SET AT THIS TIME. JS4617' JS4617'CALIFORNIA FAA AIRPORTS, 1987. JS4617' JS4617'THIS STATION SUITABLE FOR GPS SURVEYS. JS4617' JS4617'DESCRIBED BY S.E. RANDALL. JS4617 JS4617 STATION RECOVERY (1993) JS4617 JS4617'RECOVERY NOTE BY CALTRANS 1993 (JCB) JS4617'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THIS STATION JS4617'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY JS4617 JS4617 STATION RECOVERY (1996) JS4617 JS4617'RECOVERY NOTE BY CALTRANS 1996 (JDD) JS4617'RECOVERED AS DESCRIBED. JS4617 JS4617 STATION RECOVERY (1999) JS4617 JS4617'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS4617'THE STATION WAS RECOVERED AS DESCRIBED. JS4617 JS4617 STATION RECOVERY (2002) JS4617 JS4617'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4617'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS4617'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS4617 JS4617 STATION RECOVERY (2002) JS4617 JS4617'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4617'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5061 *********************************************************************** AI5061 HT_MOD - This is a Height Modernization Survey Station. AI5061 DESIGNATION - DRAIN AI5061 PID - AI5061 AI5061 STATE/COUNTY- CA/YOLO AI5061 USGS QUAD - DUNNIGAN (1992) AI5061 AI5061 *CURRENT SURVEY CONTROL AI5061 ___________________________________________________________________ AI5061* NAD 83(1998)- 38 55 31.04573(N) 121 54 52.46339(W) ADJUSTED AI5061* NAVD 88 - 12.97 (meters) 42.6 (feet) GPS OBS AI5061 ___________________________________________________________________ AI5061 EPOCH DATE - 2004.69 AI5061 X - -2,626,634.149 (meters) COMP AI5061 Y - -4,217,472.761 (meters) COMP AI5061 Z - 3,985,857.319 (meters) COMP AI5061 LAPLACE CORR- 3.87 (seconds) DEFLEC99 AI5061 ELLIP HEIGHT- -17.13 (meters) (09/28/05) GPS OBS AI5061 GEOID HEIGHT- -29.96 (meters) GEOID03 AI5061 AI5061 HORZ ORDER - B AI5061 ELLP ORDER - FOURTH CLASS I AI5061 AI5061.The horizontal coordinates were established by GPS observations AI5061.and adjusted by the National Geodetic Survey in September 2005. AI5061.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5061.DATUM ITEM on the data sheet items page. AI5061.The horizontal coordinates are valid at the epoch date displayed above. AI5061.The epoch date for horizontal control is a decimal equivalence AI5061.of Year/Month/Day. AI5061 AI5061.The orthometric height was determined by GPS observations and a AI5061.high-resolution geoid model using precise GPS observation and AI5061.processing techniques. AI5061 AI5061.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5061 AI5061.The Laplace correction was computed from DEFLEC99 derived deflections. AI5061 AI5061.The ellipsoidal height was determined by GPS observations AI5061.and is referenced to NAD 83. AI5061 AI5061.The geoid height was determined by GEOID03. AI5061 AI5061; North East Units Scale Factor Converg. AI5061;SPC CA 2 - 639,717.342 2,007,407.391 MT 0.99991852 +0 03 13.9 AI5061;SPC CA 2 - 2,098,805.98 6,585,969.08 sFT 0.99991852 +0 03 13.9 AI5061;UTM 10 - 4,309,046.040 594,088.971 MT 0.99970901 +0 40 55.3 AI5061 AI5061! - Elev Factor x Scale Factor = Combined Factor AI5061!SPC CA 2 - 1.00000269 x 0.99991852 = 0.99992121 AI5061!UTM 10 - 1.00000269 x 0.99970901 = 0.99971170 AI5061 AI5061 SUPERSEDED SURVEY CONTROL AI5061 AI5061 NAD 83(1998)- 38 55 31.04473(N) 121 54 52.46219(W) AD(2002.53) 1 AI5061 ELLIP H (02/03/03) -17.10 (m) GP(2002.53) 4 1 AI5061 NAD 83(1998)- 38 55 31.04389(N) 121 54 52.46119(W) AD(1999.51) 1 AI5061 ELLIP H (05/12/00) -17.08 (m) GP(1999.51) 4 1 AI5061 AI5061.Superseded values are not recommended for survey control. AI5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5061.See file dsdata.txt to determine how the superseded data were derived. AI5061 AI5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9408909046(NAD 83) AI5061_MARKER: DD = SURVEY DISK AI5061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AI5061_SP_SET: BRIDGE ABUTMENT AI5061_STAMPING: DRAIN 1999 AI5061_MARK LOGO: CA-113 AI5061_MAGNETIC: N = NO MAGNETIC MATERIAL AI5061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5061+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5061 AI5061 HISTORY - Date Condition Report By AI5061 HISTORY - 1999 MONUMENTED FRAME AI5061 HISTORY - 20020826 GOOD FRAME AI5061 HISTORY - 20041005 GOOD CADT AI5061 AI5061 STATION DESCRIPTION AI5061 AI5061'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5061'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF ZAMORA AND ABOUT AI5061'4 MI (6.4 KM) NORTHEAST OF DUNNIGAN ALONG THE COLUSA/YOLO COUNTY LINE AI5061'ROAD AT THE COLUSA BASIN DRAINIGE CANAL. TO REACH THE STATION FROM AI5061'THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND ROAD 1, THE COLUSA/YOLO AI5061'COUNTY LINE ROAD, ABOUT 3.5 MI (5.6 KM) NORTH OF DUNNIGAN, GO EAST ON AI5061'COUNTY LINE ROAD FOR ABOUT 4.8 MI (7.7 KM) TO THE DRAINIGE CANAL AND AI5061'THE STATION ON THE RIGHT. THE STATION IS A 2 IN YOLO COUNTY DISK SET AI5061'IN THE SOUTHEAST QUADRANT OF A 1.0 M (3.3 FT) BY 1.0 M (3.3 FT) AI5061'CONCRETE ABUTMENT AT THE SOUTH SIDE OF COUNTY LINE ROAD AND ON THE AI5061'WEST SIDE OF THE CANAL. IT IS ABOUT 35 M (114.8 FT) EAST OF THE AI5061'CENTERLINE OF THE CANAL, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF AI5061'COUNTY LINE ROAD, 2.8 M (9.2 FT) WEST OF THE CENTERLINE OF A LEVEE AI5061'ROAD ALONG THE EAST SIDE OF THE CANAL, 0.75 M (2.46 FT) WEST OF A AI5061'CARSONITE WITNESS POST AND LEVEL WITH THE ROAD. AI5061 AI5061 STATION RECOVERY (2002) AI5061 AI5061'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5061'RECOVERED AS DESCRIBED. AI5061 AI5061 STATION RECOVERY (2004) AI5061 AI5061'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5061'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5061'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5061'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5062 *********************************************************************** AI5062 HT_MOD - This is a Height Modernization Survey Station. AI5062 DESIGNATION - F 859 RESET AI5062 PID - AI5062 AI5062 STATE/COUNTY- CA/YOLO AI5062 USGS QUAD - KNIGHTS LANDING (1981) AI5062 AI5062 *CURRENT SURVEY CONTROL AI5062 ___________________________________________________________________ AI5062* NAD 83(1998)- 38 47 34.20109(N) 121 43 36.01796(W) ADJUSTED AI5062* NAVD 88 - 14.20 (meters) 46.6 (feet) GPS OBS AI5062 ___________________________________________________________________ AI5062 EPOCH DATE - 2004.69 AI5062 X - -2,617,640.715 (meters) COMP AI5062 Y - -4,233,911.782 (meters) COMP AI5062 Z - 3,974,407.789 (meters) COMP AI5062 LAPLACE CORR- 1.18 (seconds) DEFLEC99 AI5062 ELLIP HEIGHT- -16.12 (meters) (09/28/05) GPS OBS AI5062 GEOID HEIGHT- -30.21 (meters) GEOID03 AI5062 AI5062 HORZ ORDER - B AI5062 ELLP ORDER - FOURTH CLASS I AI5062 AI5062.The horizontal coordinates were established by GPS observations AI5062.and adjusted by the National Geodetic Survey in September 2005. AI5062.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5062.DATUM ITEM on the data sheet items page. AI5062.The horizontal coordinates are valid at the epoch date displayed above. AI5062.The epoch date for horizontal control is a decimal equivalence AI5062.of Year/Month/Day. AI5062 AI5062.The orthometric height was determined by GPS observations and a AI5062.high-resolution geoid model using precise GPS observation and AI5062.processing techniques. AI5062 AI5062.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5062 AI5062.The Laplace correction was computed from DEFLEC99 derived deflections. AI5062 AI5062.The ellipsoidal height was determined by GPS observations AI5062.and is referenced to NAD 83. AI5062 AI5062.The geoid height was determined by GEOID03. AI5062 AI5062; North East Units Scale Factor Converg. AI5062;SPC CA 2 - 625,046.302 2,023,744.586 MT 0.99992757 +0 10 20.4 AI5062;SPC CA 2 - 2,050,672.74 6,639,568.70 sFT 0.99992757 +0 10 20.4 AI5062;UTM 10 - 4,294,557.428 610,582.517 MT 0.99975058 +0 47 52.2 AI5062 AI5062! - Elev Factor x Scale Factor = Combined Factor AI5062!SPC CA 2 - 1.00000253 x 0.99992757 = 0.99993010 AI5062!UTM 10 - 1.00000253 x 0.99975058 = 0.99975311 AI5062 AI5062 SUPERSEDED SURVEY CONTROL AI5062 AI5062 NAD 83(1998)- 38 47 34.20043(N) 121 43 36.01698(W) AD(2002.53) 1 AI5062 ELLIP H (02/03/03) -16.08 (m) GP(2002.53) 4 1 AI5062 NAD 83(1998)- 38 47 34.19939(N) 121 43 36.01591(W) AD(1999.51) 1 AI5062 ELLIP H (05/12/00) -16.05 (m) GP(1999.51) 4 1 AI5062 AI5062.Superseded values are not recommended for survey control. AI5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5062.See file dsdata.txt to determine how the superseded data were derived. AI5062 AI5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1058394557(NAD 83) AI5062_MARKER: DB = BENCH MARK DISK AI5062_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AI5062_SP_SET: BRIDGE SIDEWALK AI5062_STAMPING: F 859 RESET 1993 AI5062_MARK LOGO: CGS AI5062_MAGNETIC: N = NO MAGNETIC MATERIAL AI5062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5062+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5062 AI5062 HISTORY - Date Condition Report By AI5062 HISTORY - 1993 MONUMENTED LOCENG AI5062 HISTORY - 20020826 GOOD FRAME AI5062 HISTORY - 20041005 GOOD CADT AI5062 AI5062 STATION DESCRIPTION AI5062 AI5062'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 AI5062'THE STATION IS LOCATED ABOUT 0.4 MI (0.6 KM) SOUTHWEST OF THE TOWN OF AI5062'KNIGHTS LANDING IN THE BRIDGE OVER KNIGHTS LANDING RIDGE CUT. TO AI5062'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 113, LOCUST AI5062'AVENUE, AND COUNTY ROAD E8, ROAD 102, ABOUT 0.4 MI (0.6 KM) SOUTHWEST AI5062'OF KNIGHTS LANDING, GO NORTHEAST ON HIGHWAY 113 FOR ABOUT 0.05 MI AI5062'(0.08 KM) TO THE STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE AI5062'BRIDGE. THE STATION IS ABOUT 96 M (315.0 FT) NORTHEAST OF THE AI5062'INTERSECTION OF HIGHWAY 113 AND ROAD E8, 6.7 M (22.0 FT) NORTHWEST OF AI5062'THE CENTERLINE OF HIGHWAY 113, 4.6 M (15.1 FT) NORTHEAST OF THE AI5062'SOUTHWEST END OF THE BRIDGE, 0.2 M (0.7 FT) SOUTHEAST OF THE BRIDGE AI5062'WALL AND SET IN THE SIDEWALK OVER THE BRIDGE ABUTMENT. AI5062 AI5062 STATION RECOVERY (2002) AI5062 AI5062'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5062'RECOVERED AS DESCRIBED. AI5062 AI5062 STATION RECOVERY (2004) AI5062 AI5062'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5062'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5062'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5062'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS2338 *********************************************************************** JS2338 HT_MOD - This is a Height Modernization Survey Station. JS2338 DESIGNATION - FERRY JS2338 PID - JS2338 JS2338 STATE/COUNTY- CA/YOLO JS2338 USGS QUAD - GRAYS BEND (1975) JS2338 JS2338 *CURRENT SURVEY CONTROL JS2338 ___________________________________________________________________ JS2338* NAD 83(1998)- 38 40 32.00728(N) 121 37 49.18112(W) ADJUSTED JS2338* NAVD 88 - 12.13 (meters) 39.8 (feet) GPS OBS JS2338 ___________________________________________________________________ JS2338 EPOCH DATE - 2004.69 JS2338 X - -2,614,788.699 (meters) COMP JS2338 Y - -4,245,241.666 (meters) COMP JS2338 Z - 3,964,250.834 (meters) COMP JS2338 LAPLACE CORR- 0.18 (seconds) DEFLEC99 JS2338 ELLIP HEIGHT- -18.56 (meters) (09/28/05) GPS OBS JS2338 GEOID HEIGHT- -30.61 (meters) GEOID03 JS2338 JS2338 HORZ ORDER - B JS2338 VERT ORDER - SECOND CLASS 0 (See Below) JS2338 ELLP ORDER - FOURTH CLASS I JS2338 JS2338.The horizontal coordinates were established by GPS observations JS2338.and adjusted by the National Geodetic Survey in September 2005. JS2338.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2338.DATUM ITEM on the data sheet items page. JS2338.The horizontal coordinates are valid at the epoch date displayed above. JS2338.The epoch date for horizontal control is a decimal equivalence JS2338.of Year/Month/Day. JS2338 JS2338.The orthometric height was determined by GPS observations and a JS2338.high-resolution geoid model using precise GPS observation and JS2338.processing techniques. JS2338.The vertical order pertains to the NGVD 29 superseded value. JS2338 JS2338.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2338 JS2338.The Laplace correction was computed from DEFLEC99 derived deflections. JS2338 JS2338.The ellipsoidal height was determined by GPS observations JS2338.and is referenced to NAD 83. JS2338 JS2338.The geoid height was determined by GEOID03. JS2338 JS2338; North East Units Scale Factor Converg. JS2338;SPC CA 2 - 612,058.021 2,032,167.061 MT 0.99994001 +0 13 59.0 JS2338;SPC CA 2 - 2,008,060.36 6,667,201.43 sFT 0.99994001 +0 13 59.0 JS2338;UTM 10 - 4,281,663.886 619,144.536 MT 0.99977481 +0 51 21.7 JS2338 JS2338! - Elev Factor x Scale Factor = Combined Factor JS2338!SPC CA 2 - 1.00000291 x 0.99994001 = 0.99994292 JS2338!UTM 10 - 1.00000291 x 0.99977481 = 0.99977772 JS2338 JS2338: Primary Azimuth Mark Grid Az JS2338:SPC CA 2 - FERRY AZ MK 275 28 50.6 JS2338:UTM 10 - FERRY AZ MK 274 51 27.9 JS2338 JS2338|---------------------------------------------------------------------| JS2338| PID Reference Object Distance Geod. Az | JS2338| dddmmss.s | JS2338| JS2339 FERRY RM 2 28.225 METERS 24146 | JS2338| DB3582 FERRY AZ MK 2754249.6 | JS2338| JS2337 FERRY RM 1 23.549 METERS 34154 | JS2338|---------------------------------------------------------------------| JS2338 JS2338 SUPERSEDED SURVEY CONTROL JS2338 JS2338 NAD 83(1998)- 38 40 32.00674(N) 121 37 49.18003(W) AD(2002.53) 1 JS2338 ELLIP H (02/03/03) -18.52 (m) GP(2002.53) 4 1 JS2338 NAD 83(1998)- 38 40 32.00592(N) 121 37 49.17906(W) AD(1999.51) 1 JS2338 ELLIP H (05/12/00) -18.54 (m) GP(1999.51) 4 1 JS2338 NAD 83(1992)- 38 40 32.00301(N) 121 37 49.17370(W) AD(1991.35) 1 JS2338 ELLIP H (06/13/97) -18.40 (m) GP(1991.35) 4 2 JS2338 NAD 83(1992)- 38 40 32.00757(N) 121 37 49.17908(W) AD(1991.35) 2 JS2338 NAD 83(1986)- 38 40 31.99652(N) 121 37 49.18295(W) AD(1984.00) 2 JS2338 NAD 27 - 38 40 32.33300(N) 121 37 45.32300(W) AD( ) 2 JS2338 NGVD 29 (??/??/92) 11.586 (m) 38.01 (f) ADJ UNCH 2 0 JS2338 JS2338.Superseded values are not recommended for survey control. JS2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2338.See file dsdata.txt to determine how the superseded data were derived. JS2338 JS2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1914581664(NAD 83) JS2338_MARKER: DS = TRIANGULATION STATION DISK JS2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS2338_STAMPING: FERRY 1959 JS2338_MARK LOGO: CGS JS2338_PROJECTION: RECESSED 10 CENTIMETERS JS2338_MAGNETIC: N = NO MAGNETIC MATERIAL JS2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2338+STABILITY: SURFACE MOTION JS2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2338+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS2338 JS2338 HISTORY - Date Condition Report By JS2338 HISTORY - 1959 MONUMENTED CGS JS2338 HISTORY - 1959 GOOD CGS JS2338 HISTORY - 1968 GOOD CGS JS2338 HISTORY - 1970 GOOD NGS JS2338 HISTORY - 1976 GOOD CADT JS2338 HISTORY - 1976 GOOD NGS JS2338 HISTORY - 19931221 GOOD CADT JS2338 HISTORY - 19990719 GOOD FRAME JS2338 HISTORY - 20020826 GOOD FRAME JS2338 HISTORY - 20031022 GOOD CADT JS2338 HISTORY - 20041005 GOOD CADT JS2338 JS2338 STATION DESCRIPTION JS2338 JS2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) JS2338'THE STATION IS LOCATED ON THE WEST BANK OF THE SACRAMENTO RIVER JS2338'NEAR THE ELKHORN FERRY LANDING. IT IS, AIRLINE, ABOUT 7-1/2 JS2338'MILES NORTHWEST OF BRYTE AND 7-1/2 MILES EAST OF WOODLAND. JS2338' JS2338'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 16, 99W AND 40 AT JS2338'THE EAST EDGE OF WOODLAND, GO EAST ON STATE HIGHWAY 16 FOR 7.3 JS2338'MILES TO SIGN ELKHORN FERRY, AT A T-ROAD LEFT. TURN LEFT AND JS2338'GO 0.1 MILE TO STATION. JS2338' JS2338'THE STATION MARK IS A STANDARD DISK STAMPED FERRY 1959, SET IN JS2338'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT SET FLUSH WITH JS2338'THE GROUND. IT IS 18.2 FEET WEST OF A METAL WITNESS POST, 57.0 JS2338'FEET WEST OF THE CENTER LINE OF A HARD-SURFACED ROAD, 56 FEET JS2338'NORTH OF A POWER POLE AND 54 YARDS NORTH OF THE APPROACH TO JS2338'THE FERRY LANDING. JS2338' JS2338'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FERRY NO 1 JS2338'1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT JS2338'PROJECTS 2 INCHES. IT IS 2 FEET EAST OF A POWER POLE, 48 FEET JS2338'EAST OF THE CENTER LINE OF THE HARD-SURFACED ROAD AND ABOUT 1 JS2338'FOOT HIGHER THAN THE STATION. JS2338' JS2338'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FERRY NO JS2338'2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT JS2338'THAT PROJECTS 2 INCHES. IT IS 3 FEET WEST OF A 2-RAIL FENCE, JS2338'22 FEET WEST OF THE CENTER LINE OF THE HARD-SURFACED ROAD, 56.5 JS2338'FEET NORTH OF RAILROAD CROSSING SIGN 8-B 9.4 AND ABOUT 1-1/2 JS2338'FEET HIGHER THAN THE STATION. JS2338' JS2338'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FERRY 1959, SET IN JS2338'CEMENT IN THE TOP OF A 6-INCH PIPE THAT PROJECTS 3-1/2 FEET JS2338'ABOVE GROUND. IT IS 2 FEET NORTH OF THE WEST GATEPOST OF A JS2338'LEVEE-ROAD GATE, 11 FEET WEST OF THE CENTER LINE OF THE LEVEE JS2338'ROAD AND 59 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 16. JS2338'TO REACH FROM THE STATION, GO SOUTHWEST ON PAVED ROAD FOR 0.1 JS2338'MILE TO STATE HIGHWAY 16. TURN RIGHT AND GO NORTHWEST AND WEST JS2338'ON THE HIGHWAY FOR 0.5 MILE TO GATE AND AZIMUTH MARK ON THE JS2338'LEFT. JS2338 JS2338 STATION RECOVERY (1959) JS2338 JS2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 JS2338'7.8 MI E FROM WOODLAND. JS2338'ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM JS2338'THE STATION AT WOODLAND, THENCE 7.55 MILES EAST ALONG STATE JS2338'HIGHWAY 16, IN THE PARKING LOT AT THE ELKHORN FERRY LANDING, 54 JS2338'YARDS NORTH OF THE CENTER OF THE DRIVE LEADING TO THE FERRY, 49 JS2338'FEET EAST OF THE EAST EDGE OF AN ASPHALT DRIVE NORTH, 56 FEET JS2338'NORTH OF A TELEPHONE POLE THAT IS NEAR THE CENTER OF THE PARKING JS2338'AREA, 18.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN JS2338'THE DRIVE AND IN THE TOP OF A POST ABOUT 0.1 FOOT UNDERGROUND. JS2338 JS2338 STATION RECOVERY (1968) JS2338 JS2338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RAD) JS2338'THIS STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD JS2338'CONDITION. JS2338' JS2338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THIS STATION JS2338'IS ABOUT 7-1/2 MILES NORTHWEST OF BRYTE AND 7-1/2 MILES EAST OF JS2338'WOODLAND. JS2338 JS2338 STATION RECOVERY (1970) JS2338 JS2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LS) JS2338'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 JS2338'WERE RECOVERED IN GOOD CONDITION AND THE 1959 DESCRIPTION IS JS2338'ADEQUATE. JS2338 JS2338 STATION RECOVERY (1976) JS2338 JS2338'RECOVERY NOTE BY CALTRANS 1976 (DRG) JS2338'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS JS2338'DESCRIBED. THE DIRECTION TO RM 1 DIFFERED THE 1959 DATA BY 2 MINUTES JS2338'AND 5 SECONDS. THE DIRECTION TO THE AZ MK DIFFERED THE 1959 DATA BY JS2338'22.1 SECONDS. THE DISTANCES CHECKED PREVIOUS DATA. A COMPLETE JS2338'DESCRIPTION FOLLOWS. JS2338' JS2338'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF WOODLAND AND ABOUT 7.5 JS2338'MILES NORTHWEST OF BRYTE ON THE WEST BANK OF THE SACRAMENTO RIVER. JS2338' JS2338'TO REACH THE STATION FROM THE U.S. POST OFFICE IN WOODLAND, GO EAST ON JS2338'COURT STREET 0.3 MILE TO EAST STREET (HWY 113), TURN RIGHT ON EAST JS2338'STREET AND GO SOUTH 0.1 MILE TO EAST MAIN STREET (HWY 16), TURN LEFT JS2338'ON EAST MAIN STREET AND GO EAST 6.7 MILES TO AZ MK ON RIGHT, CONTINUE JS2338'EAST 0.6 MILES TO CO RD 117, TURN LEFT AND GO 0.1 MILE TO TOP OF JS2338'SACRAMENTO RIVER LEVEE AND STATION ON RIGHT. JS2338' JS2338'STATION IS A STANDARD DISK STAMPED---FERRY 1959---SET IN 10-INCH JS2338'SQUARE CONCRETE POST FLUSH WITH GROUND, 3.6 FEET WEST OF METAL WITNESS JS2338'POST, 59 FEET EAST OF CENTERLINE OF THE ROAD. JS2338' JS2338'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED---FERRY NO 1 1959---SET JS2338'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 0.2 FOOT, 48.5 FEET EAST JS2338'OF CENTERLINE OF ROAD AND 1.0 FOOT HIGHER THAN THE STATION. JS2338' JS2338'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED---FERRY NO 2 1959---SET JS2338'IN A 10-INCH SQUARE CONCRETE POST PROJECTING 0.2 FOOT, 2.7 FEET WEST JS2338'OF A 2-RAIL FENCE, 26 FEET WEST OF CENTERLINE OF ROAD, 29.2 FEET NORTH JS2338'OF POWER POLE AND 1.7 FEET HIGHER THAN THE STATION. JS2338' JS2338'AZIMUTH MARK IS A STANDARD DISK STAMPED---FERRY 1959---SET IN 6-INCH JS2338'PIPE PROJECTING 3.5 FEET, 2.0 FEET NORTH OF WEST GATE POST OF LEVEE JS2338'ROAD, 11 FEET WEST OF CENTERLINE OF LEVEE ROAD, 57.5 FEET SOUTH OF JS2338'CENTERLINE OF HIGHWAY. JS2338 JS2338 STATION RECOVERY (1976) JS2338 JS2338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 JS2338'RECOVERED IN GOOD CONDITION. JS2338 JS2338 STATION RECOVERY (1993) JS2338 JS2338'RECOVERY NOTE BY CALTRANS 1993 (JCB) JS2338'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE JS2338'RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS JS2338'LOCATED ON THE WEST LEVEE OF THE SACRAMENTO RIVER, ABOUT 11 MI (17.7 JS2338'KM) NORTHWEST OF SACRAMENTO, 7 MI (11.3 KM) EAST OF WOODLAND AND 2 MI JS2338'(3.2 KM) WEST OF SACRAMENTO INTERNATIONAL AIRPORT. TO REACH THE JS2338'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY JS2338'113 (SOUTH) IN WOODLAND, GO SOUTH (EAST) ON INTERSTATE 5 FOR 6.4 MI JS2338'(10.3 KM) TO THE ROAD 22 OFF-RAMP. TAKE THE OFF-RAMP EAST AND SOUTH JS2338'FOR 0.2 MI (0.3 KM) TO A T-INTERSECTION WITH ROAD 118. TURN LEFT AND JS2338'GO EAST ON ROAD 118 FOR 0.5 MI (0.8 KM) TO A T-INTERSECTION WITH OLD JS2338'RIVER ROAD (ROAD 22) . TURN LEFT AND GO NORTH ON OLD RIVER ROAD, JS2338'PASSING UNDER INTERSTATE 5, FOR 0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT, JS2338'ROAD 117. TURN RIGHT AND GO EAST AND NORTH ON ROAD 117 FOR 0.1 MI JS2338'(0.2 KM) TO TOP OF THE SACRAMENTO RIVER LEVEE AND THE STATION ON THE JS2338'RIGHT IN A GRAVEL PARKING AREA. THE STATION IS 105.2 FT (32.1 M) JS2338'SOUTH-SOUTHEAST OF A GUYED TELEPHONE POLE ON THE EAST SIDE OF ROAD JS2338'117, 55.6 FT (16.9 M) EAST OF THE CENTERLINE OF ROAD 117, 55.5 FT JS2338'(16.9 M) NORTH OF A TELEPHONE POLE NEAR THE CENTER OF THE GRAVEL AREA, JS2338'26.2 FT (8.0 M) NORTH-NORTHWEST OF A SIGN POST WITH NO TRESPASSING JS2338'SIGN, 18.2 FT (5.5 M) NORTHWEST OF A METAL WITNESS POST WITH SIGN, 3.0 JS2338'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, LEVEL WITH ROAD 117 AND JS2338'RECESSED 0.4 FT (0.1 M) BELOW GROUND. THIS STATION WAS OCCUPIED AS JS2338'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS2338 JS2338 STATION RECOVERY (1999) JS2338 JS2338'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2338'THE STATION WAS RECOVERED. THE STATION IS ABOUT 49 M (160.8 FT) JS2338'NORTHEAST OF A RAILROAD TRACK WHERE IT CROSSES ROAD 117. JS2338 JS2338 STATION RECOVERY (2002) JS2338 JS2338'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2338'RECOVERED AS DESCRIBED. JS2338 JS2338 STATION RECOVERY (2003) JS2338 JS2338'RECOVERY NOTE BY CALTRANS 2003 (MSG) JS2338'RECOVERED IN GOOD CONDITION. JS2338 JS2338 STATION RECOVERY (2004) JS2338 JS2338'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS2338'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS2338'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS2338'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9851 *********************************************************************** AE9851 HT_MOD - This is a Height Modernization Survey Station. AE9851 DESIGNATION - GAFFNEY AE9851 PID - AE9851 AE9851 STATE/COUNTY- CA/YOLO AE9851 USGS QUAD - CLARKSBURG (1980) AE9851 AE9851 *CURRENT SURVEY CONTROL AE9851 ___________________________________________________________________ AE9851* NAD 83(1998)- 38 24 25.68410(N) 121 34 56.13585(W) ADJUSTED AE9851* NAVD 88 - 1.03 (meters) 3.4 (feet) GPS OBS AE9851 ___________________________________________________________________ AE9851 EPOCH DATE - 2002.86 AE9851 X - -2,620,944.678 (meters) COMP AE9851 Y - -4,263,241.892 (meters) COMP AE9851 Z - 3,940,937.810 (meters) COMP AE9851 LAPLACE CORR- 5.11 (seconds) DEFLEC99 AE9851 ELLIP HEIGHT- -30.32 (meters) (10/28/05) GPS OBS AE9851 GEOID HEIGHT- -31.36 (meters) GEOID03 AE9851 AE9851 HORZ ORDER - FIRST AE9851 ELLP ORDER - FOURTH CLASS I AE9851 AE9851.The horizontal coordinates were established by GPS observations AE9851.and adjusted by the National Geodetic Survey in October 2005. AE9851.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9851.DATUM ITEM on the data sheet items page. AE9851.The horizontal coordinates are valid at the epoch date displayed above. AE9851.The epoch date for horizontal control is a decimal equivalence AE9851.of Year/Month/Day. AE9851 AE9851.The orthometric height was determined by GPS observations and a AE9851.high-resolution geoid model using precise GPS observation and AE9851.processing techniques. AE9851 AE9851.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9851 AE9851.The Laplace correction was computed from DEFLEC99 derived deflections. AE9851 AE9851.The ellipsoidal height was determined by GPS observations AE9851.and is referenced to NAD 83. AE9851 AE9851.The geoid height was determined by GEOID03. AE9851 AE9851; North East Units Scale Factor Converg. AE9851;SPC CA 2 - 582,280.865 2,036,486.650 MT 0.99998408 +0 15 48.1 AE9851;SPC CA 2 - 1,910,366.47 6,681,373.28 sFT 0.99998408 +0 15 48.1 AE9851;UTM 10 - 4,251,940.544 623,785.393 MT 0.99978870 +0 52 51.2 AE9851 AE9851! - Elev Factor x Scale Factor = Combined Factor AE9851!SPC CA 2 - 1.00000476 x 0.99998408 = 0.99998884 AE9851!UTM 10 - 1.00000476 x 0.99978870 = 0.99979346 AE9851 AE9851 SUPERSEDED SURVEY CONTROL AE9851 AE9851 NAD 83(1998)- 38 24 25.68438(N) 121 34 56.13556(W) AD(2002.53) 1 AE9851 ELLIP H (02/03/03) -30.32 (m) GP(2002.53) 4 1 AE9851 NAD 83(1992)- 38 24 25.68282(N) 121 34 56.13321(W) AD(1997.30) 1 AE9851 ELLIP H (07/10/98) -30.36 (m) GP(1997.30) 4 1 AE9851 NAD 83(1992)- 38 24 25.68248(N) 121 34 56.13362(W) AD(1997.30) 1 AE9851 ELLIP H (05/14/98) -30.27 (m) GP(1997.30) 3 1 AE9851 AE9851.Superseded values are not recommended for survey control. AE9851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9851.See file dsdata.txt to determine how the superseded data were derived. AE9851 AE9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2378551941(NAD 83) AE9851_MARKER: DD = SURVEY DISK AE9851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9851_STAMPING: GAFFNEY 1997 AE9851_MARK LOGO: BOR AE9851_PROJECTION: RECESSED 6 CENTIMETERS AE9851_MAGNETIC: N = NO MAGNETIC MATERIAL AE9851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9851+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 AE9851_ROD/PIPE-DEPTH: 3.70 meters AE9851 AE9851 HISTORY - Date Condition Report By AE9851 HISTORY - 1997 MONUMENTED BOR AE9851 HISTORY - 20020826 GOOD FRAME AE9851 HISTORY - 20021105 GOOD CADWR AE9851 AE9851 STATION DESCRIPTION AE9851 AE9851'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9851'THE STATION IS ABOUT 13 MI (20.9 KM) SOUTHWEST OF SACRAMENTO AND ABOUT AE9851'3 MI (4.8 KM) WEST OF CLARKSBURG. TO REACH THE STATION FROM THE AE9851'INTERSECTION OF SOUTH RIVER ROAD AND CLARKSBURG ROAD (COUNTY ROAD E19) AE9851'IN CLARKSBURG, GO WEST ON CLARKSBURG ROAD FOR ABOUT 3.0 MI (4.8 KM) TO AE9851'THE INTERSECTION OF STATE HIGHWAY 84. TURN LEFT AND GO SOUTH ON AE9851'HIGHWAY 84 FOR 0.45 MI (0.72 KM) TO THE INTERSECTION OF GAFFNEY ROAD. AE9851'TURN LEFT AND GO EAST ON GAFFNEY ROAD FOR ABOUT 0.05 MI (0.08 KM) TO AE9851'THE STATION ON THE RIGHT (SOUTH) SIDE OF THE ROAD. THE STATION IS A AE9851'2.5 INCH DIAMETER ALUMINUM ALLOY DOMED DISK WITH MAGNET, ATTACHED TO AE9851'AN ALUMINUM ALLOY ROD DRIVEN 12.2 FT (3.7 M) TO REFUSAL, ENCASED IN A AE9851'SAND-FILLED 4 INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN AE9851'A CONCRETE-FILLED 1 FT (0.3 M) DIAMETER HOLE 4 FT (1.2 M) DEEP AND AE9851'FLUSH WITH THE GROUND. THE STATION IS ABOUT 155 FT (47.2 M) EAST OF AE9851'THE CENTERLINE OF HIGHWAY 84 AND 21 FT (6.4 M) SOUTH OF THE CENTERLINE AE9851'OF GAFFNEY ROAD, AND 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST. AE9851'THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER AE9851'DELTA GPS/VERTICAL PROJECT. AE9851 AE9851 STATION RECOVERY (2002) AE9851 AE9851'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AE9851'RECOVERED AS DESCRIBED. AE9851 AE9851 STATION RECOVERY (2002) AE9851 AE9851'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9851'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9851'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6514 *********************************************************************** DH6514 DESIGNATION - GLASCOCK MOUNTAIN DH6514 PID - DH6514 DH6514 STATE/COUNTY- CA/YOLO DH6514 USGS QUAD - GLASCOCK MTN (1993) DH6514 DH6514 *CURRENT SURVEY CONTROL DH6514 ___________________________________________________________________ DH6514* NAD 83(1998)- 38 55 26.01783(N) 122 19 38.69249(W) ADJUSTED DH6514* NAVD 88 - 194.5 (meters) 638. (feet) GPS OBS DH6514 ___________________________________________________________________ DH6514 EPOCH DATE - 2004.69 DH6514 X - -2,657,082.159 (meters) COMP DH6514 Y - -4,198,639.175 (meters) COMP DH6514 Z - 3,985,850.882 (meters) COMP DH6514 LAPLACE CORR- -1.92 (seconds) DEFLEC99 DH6514 ELLIP HEIGHT- 164.61 (meters) (09/28/05) GPS OBS DH6514 GEOID HEIGHT- -29.73 (meters) GEOID03 DH6514 DH6514 HORZ ORDER - B DH6514 ELLP ORDER - FOURTH CLASS I DH6514 DH6514.The horizontal coordinates were established by GPS observations DH6514.and adjusted by the National Geodetic Survey in September 2005. DH6514.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6514.DATUM ITEM on the data sheet items page. DH6514.The horizontal coordinates are valid at the epoch date displayed above. DH6514.The epoch date for horizontal control is a decimal equivalence DH6514.of Year/Month/Day. DH6514 DH6514.The orthometric height was determined by GPS observations and a DH6514.high-resolution geoid model. DH6514 DH6514.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6514 DH6514.The Laplace correction was computed from DEFLEC99 derived deflections. DH6514 DH6514.The ellipsoidal height was determined by GPS observations DH6514.and is referenced to NAD 83. DH6514 DH6514.The geoid height was determined by GEOID03. DH6514 DH6514; North East Units Scale Factor Converg. DH6514;SPC CA 2 - 639,609.969 1,971,609.266 MT 0.99991859 -0 12 23.1 DH6514;SPC CA 2 - 2,098,453.71 6,468,521.40 sFT 0.99991859 -0 12 23.1 DH6514;UTM 10 - 4,308,546.064 558,302.976 MT 0.99964186 +0 25 21.3 DH6514 DH6514! - Elev Factor x Scale Factor = Combined Factor DH6514!SPC CA 2 - 0.99997417 x 0.99991859 = 0.99989277 DH6514!UTM 10 - 0.99997417 x 0.99964186 = 0.99961604 DH6514 DH6514 SUPERSEDED SURVEY CONTROL DH6514 DH6514.No superseded survey control is available for this station. DH6514 DH6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5830308546(NAD 83) DH6514_MARKER: DD = SURVEY DISK DH6514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6514_STAMPING: GLASCOCK MOUNTAIN 2004 DH6514_MARK LOGO: CADT DH6514_PROJECTION: FLUSH DH6514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6514+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004 DH6514_ROD/PIPE-DEPTH: 6.35 meters DH6514_SLEEVE-DEPTH : N/A meters DH6514 DH6514 HISTORY - Date Condition Report By DH6514 HISTORY - 20040810 MONUMENTED CADT DH6514 DH6514 STATION DESCRIPTION DH6514 DH6514'DESCRIBED BY CALTRANS 2004 (PTD) DH6514'THE STATION IS LOCATED IN YOLO COUNTY NEAR RUMSEY, ABOUT 31.5 KM WEST DH6514'OF DUNNIGAN, 24.6 KM EAST OF LOWER LAKE, AND 15.7 KM NORHWEST OF DH6514'GUINDA. DH6514' DH6514'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 20 AND DH6514'STATE HIGHWAY 16 IN COLUSA COUNTY, PROCEED 12.2 KM SOUTHERLY ON STATE DH6514'HIGHWAY 16 TO THE CACHE CREEK CANYON CAMPGROUND-UPPER SITE AND THE DH6514'STATION ON THE LEFT AT HIGHWAY POST MILE 0.35. DH6514' DH6514'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6514'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6514'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 69 M WEST DH6514'OF POST MILE PADDLE 0.39, 53 M NORTHEAST OF THE CENTERLINE OF THE DH6514'CAMPGROUND DRIVEWAY, 9.1 M NORTHWEST OF THE EDGE OF PAVEMENT OF THE DH6514'HIGHWAY, 1.5 M SOUTHWEST OF A BARBED WIRE FENCE, 1.0 M SOUTHEAST OF A DH6514'CARSONITE WITNESS POST, AND ABOUT 0.1 M LOWER THAN THE HIGHWAY. THIS DH6514'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6514'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6512 *********************************************************************** DH6512 DESIGNATION - GUINDA DH6512 PID - DH6512 DH6512 STATE/COUNTY- CA/YOLO DH6512 USGS QUAD - GUINDA (1993) DH6512 DH6512 *CURRENT SURVEY CONTROL DH6512 ___________________________________________________________________ DH6512* NAD 83(1998)- 38 51 20.86099(N) 122 12 41.45246(W) ADJUSTED DH6512* NAVD 88 - 120.7 (meters) 396. (feet) GPS OBS DH6512 ___________________________________________________________________ DH6512 EPOCH DATE - 2004.69 DH6512 X - -2,651,082.861 (meters) COMP DH6512 Y - -4,207,972.467 (meters) COMP DH6512 Z - 3,979,919.931 (meters) COMP DH6512 LAPLACE CORR- -4.30 (seconds) DEFLEC99 DH6512 ELLIP HEIGHT- 90.48 (meters) (09/28/05) GPS OBS DH6512 GEOID HEIGHT- -30.05 (meters) GEOID03 DH6512 DH6512 HORZ ORDER - B DH6512 ELLP ORDER - FOURTH CLASS I DH6512 DH6512.The horizontal coordinates were established by GPS observations DH6512.and adjusted by the National Geodetic Survey in September 2005. DH6512.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6512.DATUM ITEM on the data sheet items page. DH6512.The horizontal coordinates are valid at the epoch date displayed above. DH6512.The epoch date for horizontal control is a decimal equivalence DH6512.of Year/Month/Day. DH6512 DH6512.The orthometric height was determined by GPS observations and a DH6512.high-resolution geoid model. DH6512 DH6512.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6512 DH6512.The Laplace correction was computed from DEFLEC99 derived deflections. DH6512 DH6512.The ellipsoidal height was determined by GPS observations DH6512.and is referenced to NAD 83. DH6512 DH6512.The geoid height was determined by GEOID03. DH6512 DH6512; North East Units Scale Factor Converg. DH6512;SPC CA 2 - 632,020.878 1,981,641.557 MT 0.99992261 -0 08 00.1 DH6512;SPC CA 2 - 2,073,555.16 6,501,435.67 sFT 0.99992261 -0 08 00.1 DH6512;UTM 10 - 4,301,069.510 568,415.174 MT 0.99965764 +0 29 40.9 DH6512 DH6512! - Elev Factor x Scale Factor = Combined Factor DH6512!SPC CA 2 - 0.99998580 x 0.99992261 = 0.99990842 DH6512!UTM 10 - 0.99998580 x 0.99965764 = 0.99964345 DH6512 DH6512 SUPERSEDED SURVEY CONTROL DH6512 DH6512.No superseded survey control is available for this station. DH6512 DH6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6841501070(NAD 83) DH6512_MARKER: DD = SURVEY DISK DH6512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6512_STAMPING: GUINDA 2004 DH6512_MARK LOGO: CADT DH6512_PROJECTION: FLUSH DH6512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6512+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004 DH6512_ROD/PIPE-DEPTH: 7.21 meters DH6512_SLEEVE-DEPTH : N/A meters DH6512 DH6512 HISTORY - Date Condition Report By DH6512 HISTORY - 20040809 MONUMENTED CADT DH6512 DH6512 STATION DESCRIPTION DH6512 DH6512'DESCRIBED BY CALTRANS 2004 (PTD) DH6512'THE STATION IS LOCATED IN YOLO COUNTY NEAR GUINDA, ABOUT 27.6 KM DH6512'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 16 AND STATE HIGHWAY 20 IN DH6512'COLUSA COUNTY, 24.3 KM NORTHWEST OF ESPARTO, AND 21.4 KM WEST OF DH6512'DUNNIGAN. DH6512' DH6512'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 505 AND STATE DH6512'HIGHWAY 16 IN YOLO COUNTY, PROCEED 20 KM WESTERLY ON STATE HIGHWAY 16 DH6512'TO CACHE CREEK CASINO ON THE RIGHT. CONTINUE 15.2 KM NORTHERLY ON DH6512'STATE HIGHWAY 16 TO THE STATION ON THE LEFT AT HIGHWAY POST MILE DH6512'9.93. DH6512' DH6512'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6512'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6512'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 32.3 M DH6512'SOUTH OF POWER POLE NO. 7917, 25.9 M NORTH OF THE CENTERLINE OF DH6512'DRIVEWAY TO HOUSE NO.'S 5960/5966, 7.4 M WEST OF THE EDGE OF PAVEMENT DH6512'OF THE HIGHWAY, 1.6 M EAST OF A WIRE MESH R/W FENCE, 1.0 M EAST OF A DH6512'METAL GUARD POST, AND 0.3 M LOWER THAN THE ROAD. THIS STATION WAS DH6512'OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS DH6512'HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JT0026 *********************************************************************** JT0026 HT_MOD - This is a Height Modernization Survey Station. JT0026 DESIGNATION - GWM 32 JT0026 PID - JT0026 JT0026 STATE/COUNTY- CA/YOLO JT0026 USGS QUAD - BROOKS (1992) JT0026 JT0026 *CURRENT SURVEY CONTROL JT0026 ___________________________________________________________________ JT0026* NAD 83(1998)- 38 44 21.97134(N) 122 09 59.02822(W) ADJUSTED JT0026* NAVD 88 - 112.58 (meters) 369.4 (feet) GPS OBS JT0026 ___________________________________________________________________ JT0026 EPOCH DATE - 2004.69 JT0026 X - -2,652,073.829 (meters) COMP JT0026 Y - -4,216,904.496 (meters) COMP JT0026 Z - 3,969,847.385 (meters) COMP JT0026 LAPLACE CORR- -5.44 (seconds) DEFLEC99 JT0026 ELLIP HEIGHT- 82.06 (meters) (09/13/05) GPS OBS JT0026 GEOID HEIGHT- -30.36 (meters) GEOID03 JT0026 JT0026 HORZ ORDER - A JT0026 VERT ORDER - THIRD (See Below) JT0026 ELLP ORDER - FOURTH CLASS I JT0026 JT0026.The horizontal coordinates were established by GPS observations JT0026.and adjusted by the National Geodetic Survey in September 2005. JT0026.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT0026.DATUM ITEM on the data sheet items page. JT0026.The horizontal coordinates are valid at the epoch date displayed above. JT0026.The epoch date for horizontal control is a decimal equivalence JT0026.of Year/Month/Day. JT0026 JT0026.The orthometric height was determined by GPS observations and a JT0026.high-resolution geoid model using precise GPS observation and JT0026.processing techniques. JT0026.The vertical order pertains to the NGVD 29 superseded value. JT0026 JT0026.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT0026 JT0026.The Laplace correction was computed from DEFLEC99 derived deflections. JT0026 JT0026.The ellipsoidal height was determined by GPS observations JT0026.and is referenced to NAD 83. JT0026 JT0026.The geoid height was determined by GEOID03. JT0026 JT0026; North East Units Scale Factor Converg. JT0026;SPC CA 2 - 619,096.580 1,985,533.913 MT 0.99993272 -0 06 17.7 JT0026;SPC CA 2 - 2,031,152.70 6,514,205.85 sFT 0.99993272 -0 06 17.7 JT0026;UTM 10 - 4,288,192.031 572,447.727 MT 0.99966463 +0 31 18.0 JT0026 JT0026! - Elev Factor x Scale Factor = Combined Factor JT0026!SPC CA 2 - 0.99998712 x 0.99993272 = 0.99991985 JT0026!UTM 10 - 0.99998712 x 0.99966463 = 0.99965176 JT0026 JT0026 SUPERSEDED SURVEY CONTROL JT0026 JT0026 NAD 83(1998)- 38 44 21.97065(N) 122 09 59.02755(W) AD(2002.53) B JT0026 ELLIP H (02/03/03) 82.11 (m) GP(2002.53) 4 1 JT0026 NAD 83(1998)- 38 44 21.97005(N) 122 09 59.02680(W) AD(1999.51) B JT0026 ELLIP H (05/12/00) 82.12 (m) GP(1999.51) 4 1 JT0026 NGVD 29 (??/??/??) 111.75 (m) 366.6 (f) RESET 3 JT0026 JT0026.Superseded values are not recommended for survey control. JT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0026.See file dsdata.txt to determine how the superseded data were derived. JT0026 JT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH7244888192(NAD 83) JT0026_MARKER: DD = SURVEY DISK JT0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT JT0026_STAMPING: GWM 32 1942 367 JT0026_MARK LOGO: USGS JT0026_MAGNETIC: N = NO MAGNETIC MATERIAL JT0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT0026+STABILITY: SURFACE MOTION JT0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT0026+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JT0026 JT0026 HISTORY - Date Condition Report By JT0026 HISTORY - 1942 MONUMENTED USGS JT0026 HISTORY - 1966 GOOD NGS JT0026 HISTORY - 19990719 GOOD FRAME JT0026 HISTORY - 20020826 GOOD FRAME JT0026 HISTORY - 20030806 GOOD CADT JT0026 HISTORY - 20041005 GOOD CADT JT0026 JT0026 STATION DESCRIPTION JT0026 JT0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 JT0026'8 MI NW FROM CAPAY. JT0026'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM CAPAY SCHOOL JT0026'AT CAPAY, THENCE 1.0 MILE WEST ALONG COUNTY ROAD 78, 18 FEET JT0026'SOUTH OF THE CENTER LINE OF THE ROAD, 146 FEET EAST OF THE JT0026'EAST END OF THE SOUTH CONCRETE HEAD WALL OF A PIPE CULVERT, JT0026'18 1/2 FEET WEST OF THE WEST END OF A GATE, 2.4 FEET NORTH OF JT0026'A FENCE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER JT0026'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING JT0026'0.8 FOOT ABOVE THE GROUND. JT0026 JT0026 STATION RECOVERY (1999) JT0026 JT0026'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JT0026'THE STATION WAS RECOVERED. IS LOCATED ABOUT 22 MI (35.4 KM) JT0026'WEST-NORTHWEST OF WOODLAND AND ABOUT 1.0 MI (1.6 KM) WEST OF THE TOWN JT0026'OF BROOKS. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE JT0026'HIGHWAY 505 AND STATE HIGHWAY 16, ABOUT 0.5 MI (0.8 KM) EAST OF JT0026'MADISON, GO WESTERLY ON HIGHWAY 16 FOR ABOUT 5 MI (8.0 KM) PASSING JT0026'THROUGH THE TOWN OF ESPARTO, TO THE TOWN OF CAPAY AND A SIDE ROAD JT0026'RIGHT, COUNTY ROAD E4. CONTINUE WEST AND THEN NORTHWEST ON HIGHWAY 16 JT0026'FOR ABOUT 7.0 MI (11.3 KM) TO A SIDE ROAD LEFT, ROAD 78, IN BROOKS. JT0026'TURN LEFT AND GO WEST ON ROAD 78 FOR 1.0 MI (1.6 KM) AND THE STATION JT0026'ON THE LEFT. THE STATION IS ABOUT 21 M (68.9 FT) WEST OF A 3 M (9.8 JT0026'FT) BY 3 M (9.8 FT) AT AND T TELECOMMUNICATIONS BUILDING, ABOUT 21 M JT0026'(68.9 FT) WEST OF A TELEPHONE POLE, 12.2 M (40.0 FT) WEST OF THE JT0026'CENTERLINE OF A GRAVEL DRIVE, 5.6 M (18.4 FT) SOUTH OF THE CENTERLINE JT0026'OF ROAD 78, 0.7 M (2.3 FT) NORTH OF A FENCE AND ABOUT 0.6 M (2.0 FT) JT0026'HIGHER THAN THE ROAD. JT0026 JT0026 STATION RECOVERY (2002) JT0026 JT0026'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JT0026'RECOVERED AS DESCRIBED. JT0026 JT0026 STATION RECOVERY (2003) JT0026 JT0026'RECOVERY NOTE BY CALTRANS 2003 (RLM) JT0026'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JT0026'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JT0026'MODERNIZATION PROJECT. JT0026 JT0026 STATION RECOVERY (2004) JT0026 JT0026'RECOVERY NOTE BY CALTRANS 2004 (RLM) JT0026'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JT0026'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JT0026'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5064 *********************************************************************** AI5064 HT_MOD - This is a Height Modernization Survey Station. AI5064 DESIGNATION - HERSHEY AI5064 PID - AI5064 AI5064 STATE/COUNTY- CA/YOLO AI5064 USGS QUAD - ZAMORA (1992) AI5064 AI5064 *CURRENT SURVEY CONTROL AI5064 ___________________________________________________________________ AI5064* NAD 83(1998)- 38 52 28.84778(N) 121 54 51.96552(W) ADJUSTED AI5064* NAVD 88 - 13.97 (meters) 45.8 (feet) GPS OBS AI5064 ___________________________________________________________________ AI5064 EPOCH DATE - 2004.69 AI5064 X - -2,628,489.491 (meters) COMP AI5064 Y - -4,220,474.505 (meters) COMP AI5064 Z - 3,981,485.331 (meters) COMP AI5064 LAPLACE CORR- 3.07 (seconds) DEFLEC99 AI5064 ELLIP HEIGHT- -16.29 (meters) (09/28/05) GPS OBS AI5064 GEOID HEIGHT- -30.13 (meters) GEOID03 AI5064 AI5064 HORZ ORDER - B AI5064 ELLP ORDER - FOURTH CLASS I AI5064 AI5064.The horizontal coordinates were established by GPS observations AI5064.and adjusted by the National Geodetic Survey in September 2005. AI5064.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5064.DATUM ITEM on the data sheet items page. AI5064.The horizontal coordinates are valid at the epoch date displayed above. AI5064.The epoch date for horizontal control is a decimal equivalence AI5064.of Year/Month/Day. AI5064 AI5064.The orthometric height was determined by GPS observations and a AI5064.high-resolution geoid model using precise GPS observation and AI5064.processing techniques. AI5064 AI5064.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5064 AI5064.The Laplace correction was computed from DEFLEC99 derived deflections. AI5064 AI5064.The ellipsoidal height was determined by GPS observations AI5064.and is referenced to NAD 83. AI5064 AI5064.The geoid height was determined by GEOID03. AI5064 AI5064; North East Units Scale Factor Converg. AI5064;SPC CA 2 - 634,099.349 2,007,424.672 MT 0.99992136 +0 03 14.2 AI5064;SPC CA 2 - 2,080,374.28 6,586,025.78 sFT 0.99992136 +0 03 14.2 AI5064;UTM 10 - 4,303,429.757 594,167.791 MT 0.99970919 +0 40 52.9 AI5064 AI5064! - Elev Factor x Scale Factor = Combined Factor AI5064!SPC CA 2 - 1.00000256 x 0.99992136 = 0.99992392 AI5064!UTM 10 - 1.00000256 x 0.99970919 = 0.99971175 AI5064 AI5064 SUPERSEDED SURVEY CONTROL AI5064 AI5064 NAD 83(1998)- 38 52 28.84718(N) 121 54 51.96511(W) AD(2002.53) 1 AI5064 ELLIP H (02/03/03) -16.26 (m) GP(2002.53) 4 1 AI5064 NAD 83(1998)- 38 52 28.84618(N) 121 54 51.96416(W) AD(1999.51) 1 AI5064 ELLIP H (05/12/00) -16.24 (m) GP(1999.51) 4 1 AI5064 AI5064.Superseded values are not recommended for survey control. AI5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5064.See file dsdata.txt to determine how the superseded data were derived. AI5064 AI5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9416803430(NAD 83) AI5064_MARKER: DD = SURVEY DISK AI5064_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5064_STAMPING: HERSHEY 1999 AI5064_MARK LOGO: CA-113 AI5064_PROJECTION: RECESSED 30 CENTIMETERS AI5064_MAGNETIC: N = NO MAGNETIC MATERIAL AI5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5064+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5064_ROD/PIPE-DEPTH: 6.10 meters AI5064 AI5064 HISTORY - Date Condition Report By AI5064 HISTORY - 1999 MONUMENTED FRAME AI5064 HISTORY - 20020826 GOOD FRAME AI5064 HISTORY - 20041005 GOOD CADT AI5064 AI5064 STATION DESCRIPTION AI5064 AI5064'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5064'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF ZAMORA AND AI5064'ABOUT 3 MI (4.8 KM) EAST OF DUNNIGAN ALONG THE COLUSA BASIN DRAINAGE AI5064'CANAL IN NORTHEAST YOLO COUNTY. TO REACH THE STATION FROM THE AI5064'INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD 1, COUNTY LINE AI5064'ROAD, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF DUNNIGAN, GO EAST ON COUNTY AI5064'LINE ROAD FOR ABOUT 4.8 MI (7.7 KM) TO THE DRAINAGE CANAL AND A LEVEE AI5064'SIDE ROAD RIGHT ON THE EAST SIDE OF THE CANAL. TURN RIGHT AND GO AI5064'SOUTH ON THE LEVEE ROAD FOR ABOUT 0.05 MI (0.08 KM) TO A GATE. AI5064'CONTINUE SOUTH ON THE LEVEE ROAD FOR ABOUT 3.5 MI (5.6 KM) WHERE THE AI5064'LEVEE ROAD MAKES A SLIGHT TURN TO THE SOUTHEAST. CONTINUE SOUTHEAST AI5064'ON THE LEVEE ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. IT AI5064'IS ABOUT 0.7 MI (1.1 KM) NORTH OF A POINT WHERE A POWER LINE PASSES AI5064'OVER THE LEVEE ROAD. THE STATION IS A YOLO COUNTY DISK SET INSIDE AN AI5064'ALUMINUM LOGO CAP. IT IS 5.1 M (16.7 FT) NORTHEAST OF THE CENTERLINE AI5064'OF THE LEVEE ROAD, 1.2 M (3.9 FT) WEST-NORTHWEST OF A CARSONITE POST AI5064'AND ABOUT 0.3 M (1.0 FT) BELOW THE SURFACE OF THE ROAD. AI5064 AI5064 STATION RECOVERY (2002) AI5064 AI5064'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5064'RECOVERED AS DESCRIBED. AI5064 AI5064 STATION RECOVERY (2004) AI5064 AI5064'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5064'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5064'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5064'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9219 *********************************************************************** AC9219 HT_MOD - This is a Height Modernization Survey Station. AC9219 DESIGNATION - HPGN D CA 03 BG AC9219 PID - AC9219 AC9219 STATE/COUNTY- CA/YOLO AC9219 USGS QUAD - SACRAMENTO WEST (1992) AC9219 AC9219 *CURRENT SURVEY CONTROL AC9219 ___________________________________________________________________ AC9219* NAD 83(1998)- 38 30 20.00917(N) 121 34 55.09248(W) ADJUSTED AC9219* NAVD 88 - 9.91 (meters) 32.5 (feet) GPS OBS AC9219 ___________________________________________________________________ AC9219 EPOCH DATE - 2004.69 AC9219 X - -2,617,368.322 (meters) COMP AC9219 Y - -4,257,472.844 (meters) COMP AC9219 Z - 3,949,499.039 (meters) COMP AC9219 LAPLACE CORR- 3.03 (seconds) DEFLEC99 AC9219 ELLIP HEIGHT- -21.19 (meters) (09/28/05) GPS OBS AC9219 GEOID HEIGHT- -31.07 (meters) GEOID03 AC9219 AC9219 HORZ ORDER - B AC9219 ELLP ORDER - FOURTH CLASS I AC9219 AC9219.The horizontal coordinates were established by GPS observations AC9219.and adjusted by the National Geodetic Survey in September 2005. AC9219.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9219.DATUM ITEM on the data sheet items page. AC9219.The horizontal coordinates are valid at the epoch date displayed above. AC9219.The epoch date for horizontal control is a decimal equivalence AC9219.of Year/Month/Day. AC9219 AC9219.The orthometric height was determined by GPS observations and a AC9219.high-resolution geoid model using precise GPS observation and AC9219.processing techniques. AC9219 AC9219.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9219 AC9219.The Laplace correction was computed from DEFLEC99 derived deflections. AC9219 AC9219.The ellipsoidal height was determined by GPS observations AC9219.and is referenced to NAD 83. AC9219 AC9219.The geoid height was determined by GEOID03. AC9219 AC9219; North East Units Scale Factor Converg. AC9219;SPC CA 2 - 593,206.116 2,036,461.709 MT 0.99996541 +0 15 48.8 AC9219;SPC CA 2 - 1,946,210.40 6,681,291.46 sFT 0.99996541 +0 15 48.8 AC9219;UTM 10 - 4,262,862.856 623,642.554 MT 0.99978826 +0 52 58.7 AC9219 AC9219! - Elev Factor x Scale Factor = Combined Factor AC9219!SPC CA 2 - 1.00000332 x 0.99996541 = 0.99996873 AC9219!UTM 10 - 1.00000332 x 0.99978826 = 0.99979158 AC9219 AC9219 SUPERSEDED SURVEY CONTROL AC9219 AC9219 NAD 83(1998)- 38 30 20.00860(N) 121 34 55.09118(W) AD(2002.53) 1 AC9219 ELLIP H (02/03/03) -21.15 (m) GP(2002.53) 4 1 AC9219 NAD 83(1992)- 38 30 20.00661(N) 121 34 55.08842(W) AD(1997.30) 1 AC9219 ELLIP H (07/10/98) -21.18 (m) GP(1997.30) 4 1 AC9219 NAD 83(1992)- 38 30 20.00625(N) 121 34 55.08881(W) AD(1997.30) 1 AC9219 ELLIP H (05/14/98) -21.10 (m) GP(1997.30) 3 1 AC9219 NAD 83(1992)- 38 30 20.00424(N) 121 34 55.08476(W) AD(1991.35) 1 AC9219 ELLIP H (06/13/97) -21.02 (m) GP(1991.35) 4 2 AC9219 AC9219.Superseded values are not recommended for survey control. AC9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9219.See file dsdata.txt to determine how the superseded data were derived. AC9219 AC9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2364362863(NAD 83) AC9219_MARKER: DD = SURVEY DISK AC9219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9219_STAMPING: CA-HPGN-DENSIFICATION STA. 03-BG 1994 AC9219_MARK LOGO: CADT AC9219_PROJECTION: RECESSED 10 CENTIMETERS AC9219_MAGNETIC: N = NO MAGNETIC MATERIAL AC9219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9219+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9219_ROD/PIPE-DEPTH: 8.00 meters AC9219 AC9219 HISTORY - Date Condition Report By AC9219 HISTORY - 1994 MONUMENTED CADT AC9219 HISTORY - 19970829 GOOD NGS AC9219 HISTORY - 20020826 GOOD FRAME AC9219 HISTORY - 20041005 GOOD CADT AC9219 AC9219 STATION DESCRIPTION AC9219 AC9219'DESCRIBED BY CALTRANS 1994 (JCB) AC9219'THE STATION IS LOCATED ON THE EAST LEVEE OF THE SACRAMENTO RIVER DEEP AC9219'WATER SHIP CHANNEL, ABOUT 9 MI (14.5 KM) EAST-SOUTHEAST OF DAVIS AND 5 AC9219'MI (8.0 KM) SOUTH OF WEST SACRAMENTO. TO REACH THE STATION FROM THE AC9219'U.S. HIGHWAY 50/JEFFERSON BLVD INTERCHANGE IN WEST SACRAMENTO, GO AC9219'SOUTH ON JEFFERSON BLVD FOR 1.2 MI (1.9 KM) TO THE HIGHWAY BRIDGE OVER AC9219'THE YOLO BARGE CANAL. CONTINUE SOUTH AND SOUTHWEST ON JEFFERSON BLVD AC9219'FOR 4.8 MI (7.7 KM) TO A SIDE ROAD RIGHT, THE LEVEE ROAD ON THE EAST AC9219'SIDE OF THE SACRAMENTO RIVER DEEP WATER SHIP CHANNEL. TURN RIGHT AND AC9219'GO NORTH ON THE LEVEE ROAD FOR ABOUT 150 FT (45.7 M) TO A GATE ACROSS AC9219'THE ROAD AND THE STATION ON THE RIGHT. THE STATION IS A SURVEY DISK AC9219'ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE AC9219'GROUND, ABOUT 700 FT (213.4 M) EAST OF THE CENTER OF THE SACRAMENTO AC9219'RIVER DEEP WATER SHIP CHANNEL, 149 FT (45.4 M) NORTHWEST OF THE AC9219'CENTERLINE OF JEFFERSON BLVD, 52.2 FT (15.9 M) SOUTHEAST OF A 4 INCH AC9219'DIAMETER IRON PIPE GATE POST WITH PADLOCK, 42.5 FT (13.0 M) SOUTH OF A AC9219'POWER POLE, 33 FT (10.1 M) EAST OF THE CENTER OF THE LEVEE ROAD, 8 FT AC9219'(2.4 M) WEST OF THE EAST EDGE OF THE TOP OF THE LEVEE AND LEVEL WITH AC9219'THE TOP OF THE LEVEE. THIS STATION WAS OCCUPIED AS PART OF A AC9219'CALIFORNIA HPGN DENSIFICATION SURVEY. AC9219 AC9219 STATION RECOVERY (1997) AC9219 AC9219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) AC9219'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AC9219'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AC9219 AC9219 STATION RECOVERY (2002) AC9219 AC9219'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9219'RECOVERED AS DESCRIBED. AC9219 AC9219 STATION RECOVERY (2004) AC9219 AC9219'RECOVERY NOTE BY CALTRANS 2004 (RLM) AC9219'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9219'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9219'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9220 *********************************************************************** AC9220 HT_MOD - This is a Height Modernization Survey Station. AC9220 DESIGNATION - HPGN D CA 03 CH AC9220 PID - AC9220 AC9220 STATE/COUNTY- CA/YOLO AC9220 USGS QUAD - SACRAMENTO WEST (1992) AC9220 AC9220 *CURRENT SURVEY CONTROL AC9220 ___________________________________________________________________ AC9220* NAD 83(1998)- 38 34 24.78625(N) 121 34 45.17135(W) ADJUSTED AC9220* NAVD 88 - 8.01 (meters) 26.3 (feet) GPS OBS AC9220 ___________________________________________________________________ AC9220 EPOCH DATE - 2004.69 AC9220 X - -2,614,700.168 (meters) COMP AC9220 Y - -4,253,591.323 (meters) COMP AC9220 Z - 3,955,401.632 (meters) COMP AC9220 LAPLACE CORR- 1.70 (seconds) DEFLEC99 AC9220 ELLIP HEIGHT- -22.91 (meters) (09/28/05) GPS OBS AC9220 GEOID HEIGHT- -30.89 (meters) GEOID03 AC9220 AC9220 HORZ ORDER - B AC9220 ELLP ORDER - FOURTH CLASS I AC9220 AC9220.The horizontal coordinates were established by GPS observations AC9220.and adjusted by the National Geodetic Survey in September 2005. AC9220.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9220.DATUM ITEM on the data sheet items page. AC9220.The horizontal coordinates are valid at the epoch date displayed above. AC9220.The epoch date for horizontal control is a decimal equivalence AC9220.of Year/Month/Day. AC9220 AC9220.The orthometric height was determined by GPS observations and a AC9220.high-resolution geoid model using precise GPS observation and AC9220.processing techniques. AC9220 AC9220.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9220 AC9220.The Laplace correction was computed from DEFLEC99 derived deflections. AC9220 AC9220.The ellipsoidal height was determined by GPS observations AC9220.and is referenced to NAD 83. AC9220 AC9220.The geoid height was determined by GEOID03. AC9220 AC9220; North East Units Scale Factor Converg. AC9220;SPC CA 2 - 600,754.589 2,036,667.136 MT 0.99995420 +0 15 55.1 AC9220;SPC CA 2 - 1,970,975.68 6,681,965.43 sFT 0.99995420 +0 15 55.1 AC9220;UTM 10 - 4,270,411.818 623,766.259 MT 0.99978864 +0 53 09.6 AC9220 AC9220! - Elev Factor x Scale Factor = Combined Factor AC9220!SPC CA 2 - 1.00000359 x 0.99995420 = 0.99995779 AC9220!UTM 10 - 1.00000359 x 0.99978864 = 0.99979223 AC9220 AC9220 SUPERSEDED SURVEY CONTROL AC9220 AC9220 NAD 83(1992)- 38 34 24.78434(N) 121 34 45.16737(W) AD(1997.30) 1 AC9220 ELLIP H (07/10/98) -22.92 (m) GP(1997.30) 4 1 AC9220 NAD 83(1992)- 38 34 24.78398(N) 121 34 45.16775(W) AD(1997.30) 1 AC9220 ELLIP H (05/14/98) -22.83 (m) GP(1997.30) 3 1 AC9220 NAD 83(1992)- 38 34 24.78216(N) 121 34 45.16342(W) AD(1991.35) 1 AC9220 ELLIP H (06/13/97) -22.75 (m) GP(1991.35) 4 2 AC9220 AC9220.Superseded values are not recommended for survey control. AC9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9220.See file dsdata.txt to determine how the superseded data were derived. AC9220 AC9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2376670412(NAD 83) AC9220_MARKER: DD = SURVEY DISK AC9220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9220_STAMPING: CA-HPGN-DENSIFICATION STA. 03-CH 1994 AC9220_MARK LOGO: CADT AC9220_PROJECTION: FLUSH AC9220_MAGNETIC: N = NO MAGNETIC MATERIAL AC9220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9220+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AC9220_ROD/PIPE-DEPTH: 6.00 meters AC9220 AC9220 HISTORY - Date Condition Report By AC9220 HISTORY - 1994 MONUMENTED CADT AC9220 HISTORY - 19970903 GOOD NGS AC9220 HISTORY - 20041005 GOOD CADT AC9220 AC9220 STATION DESCRIPTION AC9220 AC9220'DESCRIBED BY CALTRANS 1994 (JCB) AC9220'THE STATION IS LOCATED IN WEST SACRAMENTO AT THE INTERSTATE HIGHWAY AC9220'80/ENTERPRISE BLVD (WEST CAPITAL AVENUE EXIT) INTERCHANGE, ABOUT 9 MI AC9220'(14.5 KM) EAST OF DAVIS. TO REACH THE STATION FROM THE U.S. HIGHWAY AC9220'50/HARBOR BLVD INTERCHANGE IN WEST SACRAMENTO, GO WEST ON HIGHWAY 50 AC9220'FOR 1.1 MI (1.8 KM) TO THE JUNCTION WITH INTERSTATE HIGHWAY 80. AC9220'CONTINUE WEST ON INTERSTATE 80 FOR 0.3 MI (0.5 KM) TO THE WEST CAPITAL AC9220'AVENUE OFF-RAMP. TAKE THE OFF-RAMP WEST AND NORTH FOR 0.1 MI (0.2 KM) AC9220'TO A T-INTERSECTION WITH WEST CAPITAL AVENUE. TURN LEFT AND GO WEST AC9220'ON WEST CAPITOL AVENUE FOR 0.1 MI (0.2 KM) TO A SIDE ROAD LEFT, AC9220'ENTERPRISE BLVD. TURN LEFT AND GO SOUTH ON ENTERPRISE BLVD, PASSING AC9220'UNDER INTERSTATE 80, FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH AC9220'LAKE ROAD ON THE LEFT AND THE ON AND OFF-RAMPS FOR INTERSTATE 80 ON AC9220'THE RIGHT. TURN RIGHT AND GO NORTHWEST ON THE ON-RAMP FOR EAST-BOUND AC9220'INTERSTATE 80 FOR 0.07 MI (0.11 KM) TO THE STATION ON THE LEFT. THE AC9220'STATION IS LOCATED IN A TRIANGULAR SHAPED LANDSCAPED AREA, BOUNDED ON AC9220'THE NORTH BY INTERSTATE 80, ON THE SOUTHWEST BY THE OFF-RAMP AND ON AC9220'THE SOUTHEAST BY THE ON-RAMP. THE STATION IS A SURVEY DISK ENCASED IN AC9220'PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 93.1 AC9220'FT (28.4 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF INTERSTATE 80, 78.3 AC9220'FT (23.9 M) NORTHEAST OF THE NORTHEAST EDGE OF PAVEMENT OF THE AC9220'OFF-RAMP, 69.8 FT (21.3 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT AC9220'OF THE ON-RAMP AND 3.9 FT (1.2 M) SOUTHWEST OF A CARSONITE WITNESS AC9220'POST. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC9220'DENSIFICATION SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA AC9220'DEPARTMENT OF TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS AC9220'MUST OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE AC9220'STATION. TO OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT AC9220'PERMITS OFFICE IN MARYSVILLE AT (916) 741-4316. AC9220 AC9220 STATION RECOVERY (1997) AC9220 AC9220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) AC9220'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AC9220'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AC9220 AC9220 STATION RECOVERY (2004) AC9220 AC9220'RECOVERY NOTE BY CALTRANS 2004 (RLM) AC9220'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AC9220'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AC9220'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6901 *********************************************************************** DH6901 HT_MOD - This is a Height Modernization Survey Station. DH6901 DESIGNATION - MIDWAY DH6901 PID - DH6901 DH6901 STATE/COUNTY- CA/YOLO DH6901 USGS QUAD - SAXON (1993) DH6901 DH6901 *CURRENT SURVEY CONTROL DH6901 ___________________________________________________________________ DH6901* NAD 83(1998)- 38 24 56.69909(N) 121 41 37.13975(W) ADJUSTED DH6901* NAVD 88 - 7.50 (meters) 24.6 (feet) GPS OBS DH6901 ___________________________________________________________________ DH6901 EPOCH DATE - 2002.86 DH6901 X - -2,628,918.378 (meters) COMP DH6901 Y - -4,257,636.989 (meters) COMP DH6901 Z - 3,941,691.024 (meters) COMP DH6901 LAPLACE CORR- 3.77 (seconds) DEFLEC99 DH6901 ELLIP HEIGHT- -24.10 (meters) (10/28/05) GPS OBS DH6901 GEOID HEIGHT- -31.62 (meters) GEOID03 DH6901 DH6901 HORZ ORDER - FIRST DH6901 ELLP ORDER - FOURTH CLASS I DH6901 DH6901.The horizontal coordinates were established by GPS observations DH6901.and adjusted by the National Geodetic Survey in October 2005. DH6901.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6901.DATUM ITEM on the data sheet items page. DH6901.The horizontal coordinates are valid at the epoch date displayed above. DH6901.The epoch date for horizontal control is a decimal equivalence DH6901.of Year/Month/Day. DH6901 DH6901.The orthometric height was determined by GPS observations and a DH6901.high-resolution geoid model using precise GPS observation and DH6901.processing techniques. DH6901 DH6901.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6901 DH6901.The Laplace correction was computed from DEFLEC99 derived deflections. DH6901 DH6901.The ellipsoidal height was determined by GPS observations DH6901.and is referenced to NAD 83. DH6901 DH6901.The geoid height was determined by GEOID03. DH6901 DH6901; North East Units Scale Factor Converg. DH6901;SPC CA 2 - 583,198.417 2,026,754.340 MT 0.99998233 +0 11 35.3 DH6901;SPC CA 2 - 1,913,376.81 6,649,443.20 sFT 0.99998233 +0 11 35.3 DH6901;UTM 10 - 4,252,752.885 614,045.787 MT 0.99976018 +0 48 42.5 DH6901 DH6901! - Elev Factor x Scale Factor = Combined Factor DH6901!SPC CA 2 - 1.00000378 x 0.99998233 = 0.99998611 DH6901!UTM 10 - 1.00000378 x 0.99976018 = 0.99976396 DH6901 DH6901 SUPERSEDED SURVEY CONTROL DH6901 DH6901.No superseded survey control is available for this station. DH6901 DH6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1404652753(NAD 83) DH6901_MARKER: DD = SURVEY DISK DH6901_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6901_SP_SET: HEADWALL DH6901_STAMPING: NO STAMPING DH6901_MARK LOGO: CADWR DH6901_MAGNETIC: N = NO MAGNETIC MATERIAL DH6901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6901+STABILITY: SURFACE MOTION DH6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6901+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2002 DH6901 DH6901 HISTORY - Date Condition Report By DH6901 HISTORY - 20020701 MONUMENTED CADWR DH6901 DH6901 STATION DESCRIPTION DH6901 DH6901'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6901'THE STATION IS ABOUT 14 MI SOUTHSOUTHEAST OF THE CITY OF DAVIS. TO DH6901'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 80 AND MACE BLVD DH6901'EXIT, IN THE SOUTHEASTERN PART OF DAVIS, DRIVE SOUTH ON MACE BLVD FOR DH6901'4.0 MI TO TREMONT ROAD. TURN RIGHT ON TREMONT AND DRIVE WEST 1.5 MI DH6901'TO BULKLEY RD, TURN LEFT AND DRIVE SOUTH 5.5 MI TO MIDWAY RD. TURN DH6901'LEFT AND DRIVE 1.5 MI EAST ON MIDWAY RD TO THE INTERSECTION OF MIDWAY DH6901'RD, LEVEE RD, RD 152 AND RD 104, AND THE MARK ON THE RIGHT EAST OF THE DH6901'INTERSECTION. THE MARK IS A 3-IN DWR DISK SET IN THE NORTHWEST CORNER DH6901'OF A CONCRETE IRRIGATION HEADWALL. IT IS 52.0 FT SOUTH OF THE CENTER DH6901'OF RD 152, 26.5 FT EAST OF THE CENTER OF ROAD 104, AND 68.2 FT DH6901'SOUTHEAST OF AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF DH6901'SECTION 25. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 DH6901'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6510 *********************************************************************** DH6510 DESIGNATION - PALA DH6510 PID - DH6510 DH6510 STATE/COUNTY- CA/YOLO DH6510 USGS QUAD - SACRAMENTO WEST (1992) DH6510 DH6510 *CURRENT SURVEY CONTROL DH6510 ___________________________________________________________________ DH6510* NAD 83(1998)- 38 33 38.01407(N) 121 32 19.52129(W) ADJUSTED DH6510* NAVD 88 - 13.0 (meters) 43. (feet) GPS OBS DH6510 ___________________________________________________________________ DH6510 EPOCH DATE - 2004.69 DH6510 X - -2,612,168.263 (meters) COMP DH6510 Y - -4,256,206.206 (meters) COMP DH6510 Z - 3,954,277.073 (meters) COMP DH6510 LAPLACE CORR- 1.80 (seconds) DEFLEC99 DH6510 ELLIP HEIGHT- -17.95 (meters) (09/28/05) GPS OBS DH6510 GEOID HEIGHT- -30.88 (meters) GEOID03 DH6510 DH6510 HORZ ORDER - B DH6510 ELLP ORDER - FOURTH CLASS I DH6510 DH6510.The horizontal coordinates were established by GPS observations DH6510.and adjusted by the National Geodetic Survey in September 2005. DH6510.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6510.DATUM ITEM on the data sheet items page. DH6510.The horizontal coordinates are valid at the epoch date displayed above. DH6510.The epoch date for horizontal control is a decimal equivalence DH6510.of Year/Month/Day. DH6510 DH6510.The orthometric height was determined by GPS observations and a DH6510.high-resolution geoid model. DH6510 DH6510.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6510 DH6510.The Laplace correction was computed from DEFLEC99 derived deflections. DH6510 DH6510.The ellipsoidal height was determined by GPS observations DH6510.and is referenced to NAD 83. DH6510 DH6510.The geoid height was determined by GEOID03. DH6510 DH6510; North East Units Scale Factor Converg. DH6510;SPC CA 2 - 599,329.545 2,040,199.954 MT 0.99995624 +0 17 26.9 DH6510;SPC CA 2 - 1,966,300.35 6,693,556.02 sFT 0.99995624 +0 17 26.9 DH6510;UTM 10 - 4,269,025.336 627,313.730 MT 0.99979961 +0 54 39.5 DH6510 DH6510! - Elev Factor x Scale Factor = Combined Factor DH6510!SPC CA 2 - 1.00000282 x 0.99995624 = 0.99995906 DH6510!UTM 10 - 1.00000282 x 0.99979961 = 0.99980243 DH6510 DH6510 SUPERSEDED SURVEY CONTROL DH6510 DH6510.No superseded survey control is available for this station. DH6510 DH6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2731469025(NAD 83) DH6510_MARKER: DD = SURVEY DISK DH6510_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS DH6510_SP_SET: BRIDGE SIDEWALK DH6510_STAMPING: PALA 2004 DH6510_MARK LOGO: CADT DH6510_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE DH6510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6510+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2004 DH6510 DH6510 HISTORY - Date Condition Report By DH6510 HISTORY - 20040407 MONUMENTED CADT DH6510 DH6510 STATION DESCRIPTION DH6510 DH6510'DESCRIBED BY CALTRANS 2004 (FTC) DH6510'THE STATION IS LOCATED IN YOLO COUNTY IN WEST SACRAMENTO, NEAR THE DH6510'PORT OF SACRAMENTO, ABOUT 15.8 KM NORTH OF CLARKSBURG, 14.1 KM DH6510'NORTHWEST OF FLORIN, AND 6.2 KM WEST OF SACRAMENTO. DH6510' DH6510'TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS 80 AND HARBOR DH6510'BLVD IN WEST SACRAMENTO, PROCEED SOUTH ON HARBOR BLVD 120 M TO DH6510'HALYARD AVENUE. CONTINUE SOUTH ON HARBOR BLVD 400 M TO DEL MONTE DH6510'STREET. CONTINUE SOUTH ON HARBOR BLVD 115 M TO INDUSTRIAL AVENUE. DH6510'TURN LEFT AND PROCEED SOUTHEASTERLY ON INDUSTRIAL AVENUE 760 M TO DH6510'TERMINAL AVENUE. CONTINUE SOUTHEASTERLY ON INDUSTRIAL AVENUE, CROSSING DH6510'THE BARGE CANAL, 600 M TO THE SOUTH END OF THE PALAMIDESSI BRIDGE AND DH6510'THE STATION ON THE LEFT. DH6510' DH6510'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK SET IN THE SOUTH END DH6510'OF THE EAST CONCRETE SIDEWALK OF THE PALAMIDESSI BRIDGE OVER THE YOLO DH6510'BARGE CANAL. THE STATION LIES 26.4 M SOUTH OF LIGHT POLE NO. C637, DH6510'9.9 M EAST OF THE CENTERLINE OF THE BRIDGE, 4.3 M NORTH OF THE SOUTH DH6510'END OF THE BRIDGE SIDEWALK, AND 0.8 M WEST OF THE EAST BRIDGE GUARD DH6510'RAIL. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION DH6510'OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5069 *********************************************************************** AI5069 HT_MOD - This is a Height Modernization Survey Station. AI5069 DESIGNATION - RIVER AI5069 PID - AI5069 AI5069 STATE/COUNTY- CA/YOLO AI5069 USGS QUAD - TAYLOR MONUMENT (1980) AI5069 AI5069 *CURRENT SURVEY CONTROL AI5069 ___________________________________________________________________ AI5069* NAD 83(1998)- 38 38 50.46106(N) 121 34 20.06304(W) ADJUSTED AI5069* NAVD 88 - 12.02 (meters) 39.4 (feet) GPS OBS AI5069 ___________________________________________________________________ AI5069 EPOCH DATE - 2004.69 AI5069 X - -2,611,507.507 (meters) COMP AI5069 Y - -4,249,556.931 (meters) COMP AI5069 Z - 3,961,805.685 (meters) COMP AI5069 LAPLACE CORR- 0.14 (seconds) DEFLEC99 AI5069 ELLIP HEIGHT- -18.73 (meters) (09/28/05) GPS OBS AI5069 GEOID HEIGHT- -30.69 (meters) GEOID03 AI5069 AI5069 HORZ ORDER - B AI5069 ELLP ORDER - FOURTH CLASS I AI5069 AI5069.The horizontal coordinates were established by GPS observations AI5069.and adjusted by the National Geodetic Survey in September 2005. AI5069.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5069.DATUM ITEM on the data sheet items page. AI5069.The horizontal coordinates are valid at the epoch date displayed above. AI5069.The epoch date for horizontal control is a decimal equivalence AI5069.of Year/Month/Day. AI5069 AI5069.The orthometric height was determined by GPS observations and a AI5069.high-resolution geoid model using precise GPS observation and AI5069.processing techniques. AI5069 AI5069.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5069 AI5069.The Laplace correction was computed from DEFLEC99 derived deflections. AI5069 AI5069.The ellipsoidal height was determined by GPS observations AI5069.and is referenced to NAD 83. AI5069 AI5069.The geoid height was determined by GEOID03. AI5069 AI5069; North East Units Scale Factor Converg. AI5069;SPC CA 2 - 608,949.151 2,037,236.331 MT 0.99994362 +0 16 10.9 AI5069;SPC CA 2 - 1,997,860.67 6,683,832.86 sFT 0.99994362 +0 16 10.9 AI5069;UTM 10 - 4,278,610.763 624,246.472 MT 0.99979010 +0 53 30.4 AI5069 AI5069! - Elev Factor x Scale Factor = Combined Factor AI5069!SPC CA 2 - 1.00000294 x 0.99994362 = 0.99994656 AI5069!UTM 10 - 1.00000294 x 0.99979010 = 0.99979304 AI5069 AI5069 SUPERSEDED SURVEY CONTROL AI5069 AI5069 NAD 83(1998)- 38 38 50.46071(N) 121 34 20.06216(W) AD(2002.53) 1 AI5069 ELLIP H (02/03/03) -18.70 (m) GP(2002.53) 4 1 AI5069 NAD 83(1998)- 38 38 50.45977(N) 121 34 20.06090(W) AD(1999.51) 1 AI5069 ELLIP H (05/12/00) -18.70 (m) GP(1999.51) 4 1 AI5069 AI5069.Superseded values are not recommended for survey control. AI5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5069.See file dsdata.txt to determine how the superseded data were derived. AI5069 AI5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2424678611(NAD 83) AI5069_MARKER: DD = SURVEY DISK AI5069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5069_STAMPING: RIVER 1999 AI5069_MARK LOGO: CA-113 AI5069_PROJECTION: RECESSED 10 CENTIMETERS AI5069_MAGNETIC: N = NO MAGNETIC MATERIAL AI5069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5069+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5069_ROD/PIPE-DEPTH: 6.10 meters AI5069 AI5069 HISTORY - Date Condition Report By AI5069 HISTORY - 1999 MONUMENTED FRAME AI5069 HISTORY - 20020826 GOOD FRAME AI5069 HISTORY - 20041005 GOOD CADT AI5069 AI5069 STATION DESCRIPTION AI5069 AI5069'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5069'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHWEST OF WEST AI5069'SACRAMENTO, ABOUT 3 MI (4.8 KM) SOUTH OF THE SACRAMENTO INTERNATIONAL AI5069'AIRPORT AND ALONG THE WEST BANK OF THE SACRAMENTO RIVER. TO REACH THE AI5069'STATION FROM THE INTERSECTION OF US HIGHWAY 50 AND HARBOR BOULEVARD AI5069'NEAR THE WEST END OF WEST SACRAMENTO, GO NORTH ON HARBOR BOULEVARD FOR AI5069'ABOUT 1.15 MI (1.85 KM) TO THE INTERSECTION OF REED AVENUE.CONTINUE AI5069'NORTH ON HARBOR BOULEVARD FOR ABOUT 0.2 MI (0.3 KM) TO A STOP SIGN, AI5069'THE END OF HARBOR ROAD, WHERE IT MERGES WITH OLD RIVER ROAD. CONTINUE AI5069'NORTHWESTERLY ALONG OLD RIVER ROAD FOLLOWING THE WEST SIDE OF THE AI5069'SACRAMENTO RIVER FOR 4.25 MI (6.84 KM) TO A SMALL GRAVEL LEVEE SIDE AI5069'ROAD LEFT AND THE STATION ON THE LEFT. THE STATION IS A 2 1/2 IN YOLO AI5069'COUNTY DISK SET INSIDE AN ALUMINUM LOGO CAP. IT IS 17.4 M (57.1 FT) AI5069'SOUTH-SOUTHWEST OF A TWIN TRUNK OAK TREE, 15.3 M (50.2 FT) WEST OF THE AI5069'CENTERLINE OF OLD RIVER ROAD, 3.2 M (10.5 FT) SOUTH OF THE CENTERLINE AI5069'OF THE GRAVEL LEVEE ROAD, 1.4 M (4.6 FT) SOUTHEAST OF A 0.15 M (0.49 AI5069'FT) DIAMETER IRON PIPE WHICH SERVES AS THE SOUTH OF TWO GATE POSTS, AI5069'1.0 M (3.3 FT) EAST OF A BARBED WIRE FENCE AND A CARSONITE WITNESS AI5069'POST SET IN THE FENCE LINE. AI5069 AI5069 STATION RECOVERY (2002) AI5069 AI5069'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5069'RECOVERED AS DESCRIBED. AI5069 AI5069 STATION RECOVERY (2004) AI5069 AI5069'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5069'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5069'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5069'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6513 *********************************************************************** DH6513 DESIGNATION - RUMSEY DH6513 PID - DH6513 DH6513 STATE/COUNTY- CA/YOLO DH6513 USGS QUAD - GLASCOCK MTN (1993) DH6513 DH6513 *CURRENT SURVEY CONTROL DH6513 ___________________________________________________________________ DH6513* NAD 83(1998)- 38 53 52.70431(N) 122 15 10.82209(W) ADJUSTED DH6513* NAVD 88 - 151.1 (meters) 496. (feet) GPS OBS DH6513 ___________________________________________________________________ DH6513 EPOCH DATE - 2004.69 DH6513 X - -2,652,573.739 (meters) COMP DH6513 Y - -4,203,586.211 (meters) COMP DH6513 Z - 3,983,584.409 (meters) COMP DH6513 LAPLACE CORR- -6.32 (seconds) DEFLEC99 DH6513 ELLIP HEIGHT- 121.06 (meters) (09/28/05) GPS OBS DH6513 GEOID HEIGHT- -29.90 (meters) GEOID03 DH6513 DH6513 HORZ ORDER - B DH6513 ELLP ORDER - FOURTH CLASS I DH6513 DH6513.The horizontal coordinates were established by GPS observations DH6513.and adjusted by the National Geodetic Survey in September 2005. DH6513.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6513.DATUM ITEM on the data sheet items page. DH6513.The horizontal coordinates are valid at the epoch date displayed above. DH6513.The epoch date for horizontal control is a decimal equivalence DH6513.of Year/Month/Day. DH6513 DH6513.The orthometric height was determined by GPS observations and a DH6513.high-resolution geoid model. DH6513 DH6513.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6513 DH6513.The Laplace correction was computed from DEFLEC99 derived deflections. DH6513 DH6513.The ellipsoidal height was determined by GPS observations DH6513.and is referenced to NAD 83. DH6513 DH6513.The geoid height was determined by GEOID03. DH6513 DH6513; North East Units Scale Factor Converg. DH6513;SPC CA 2 - 636,712.085 1,978,053.333 MT 0.99991996 -0 09 34.2 DH6513;SPC CA 2 - 2,088,946.23 6,489,663.31 sFT 0.99991996 -0 09 34.2 DH6513;UTM 10 - 4,305,719.845 564,776.692 MT 0.99965167 +0 28 08.7 DH6513 DH6513! - Elev Factor x Scale Factor = Combined Factor DH6513!SPC CA 2 - 0.99998101 x 0.99991996 = 0.99990097 DH6513!UTM 10 - 0.99998101 x 0.99965167 = 0.99963268 DH6513 DH6513 SUPERSEDED SURVEY CONTROL DH6513 DH6513.No superseded survey control is available for this station. DH6513 DH6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6477705720(NAD 83) DH6513_MARKER: DD = SURVEY DISK DH6513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6513_STAMPING: RUMSEY 2004 DH6513_MARK LOGO: CADT DH6513_PROJECTION: FLUSH DH6513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6513+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004 DH6513_ROD/PIPE-DEPTH: 8.23 meters DH6513_SLEEVE-DEPTH : N/A meters DH6513 DH6513 HISTORY - Date Condition Report By DH6513 HISTORY - 20040810 MONUMENTED CADT DH6513 DH6513 STATION DESCRIPTION DH6513 DH6513'DESCRIBED BY CALTRANS 2004 (PTD) DH6513'THE STATION IS LOCATED IN YOLO COUNTY NEAR RUMSEY, ABOUT 31 KM EAST OF DH6513'LOWER LAKE, 31 KM NORTHWEST OF ESPARTO, AND 24.8 KM WEST OF DUNNIGAN. DH6513'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 505 AND STATE DH6513'HIGHWAY 16, PROCEED 6.0 KM WESTERLY ALONG STATE HIGHWAY 16 TO DH6513'ESPARTO, CONTINUE 36.0 KM WESTERLY ON STATE HIGHWAY 16 TO THE STATION DH6513'ON THE RIGHT AT HIGHWAY POST MILE 6.15. DH6513' DH6513'THE STATION IS A 3/4 IN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL, WITH A DH6513'CADT/CSRC ALUMINUM SURVEY DISK AFFIXED, SET IN A 6 IN DIAMETER PVC DH6513'WELL CASING WITH AN ALUMINUM ACCESS COVER. THE STATION LIES 119 M DH6513'SOUTHEAST OF CALL BOX NO. YL-16-61, 58.7 M NORTHWEST OF THE WESTBOUND DH6513'POST MILE 6.11 PADDLE, 6.8 M SOUTHWEST OF A BARBED WIRE R/W FENCE, 4.5 DH6513'M NORTHEAST OF THE NORTH EDGE OF PAVEMENT OF THE HIGHWAY, 1.0 M DH6513'SOUTHWEST OF A CARSONITE WITNESS POST, AND ABOUT LEVEL WITH THE DH6513'HIGHWAY. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION DH6513'OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9893 *********************************************************************** AC9893 HT_MOD - This is a Height Modernization Survey Station. AC9893 DESIGNATION - RUSSELL RANCH 2 AC9893 PID - AC9893 AC9893 STATE/COUNTY- CA/YOLO AC9893 USGS QUAD - MERRITT (1992) AC9893 AC9893 *CURRENT SURVEY CONTROL AC9893 ___________________________________________________________________ AC9893* NAD 83(1998)- 38 32 38.06512(N) 121 52 33.83836(W) ADJUSTED AC9893* NAVD 88 - 29.36 (meters) 96.3 (feet) GPS OBS AC9893 ___________________________________________________________________ AC9893 EPOCH DATE - 2002.86 AC9893 X - -2,637,794.879 (meters) COMP AC9893 Y - -4,241,743.199 (meters) COMP AC9893 Z - 3,952,841.419 (meters) COMP AC9893 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AC9893 ELLIP HEIGHT- -1.94 (meters) (10/28/05) GPS OBS AC9893 GEOID HEIGHT- -31.31 (meters) GEOID03 AC9893 AC9893 HORZ ORDER - FIRST AC9893 ELLP ORDER - FOURTH CLASS I AC9893 AC9893.The horizontal coordinates were established by GPS observations AC9893.and adjusted by the National Geodetic Survey in October 2005. AC9893.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9893.DATUM ITEM on the data sheet items page. AC9893.The horizontal coordinates are valid at the epoch date displayed above. AC9893.The epoch date for horizontal control is a decimal equivalence AC9893.of Year/Month/Day. AC9893 AC9893.The orthometric height was determined by GPS observations and a AC9893.high-resolution geoid model using precise GPS observation and AC9893.processing techniques. AC9893 AC9893.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9893 AC9893.The Laplace correction was computed from DEFLEC99 derived deflections. AC9893 AC9893.The ellipsoidal height was determined by GPS observations AC9893.and is referenced to NAD 83. AC9893 AC9893.The geoid height was determined by GEOID03. AC9893 AC9893; North East Units Scale Factor Converg. AC9893;SPC CA 2 - 597,386.433 2,010,804.074 MT 0.99995892 +0 04 41.3 AC9893;SPC CA 2 - 1,959,925.32 6,597,113.03 sFT 0.99995892 +0 04 41.3 AC9893;UTM 10 - 4,266,764.086 597,946.532 MT 0.99971814 +0 42 01.4 AC9893 AC9893! - Elev Factor x Scale Factor = Combined Factor AC9893!SPC CA 2 - 1.00000030 x 0.99995892 = 0.99995922 AC9893!UTM 10 - 1.00000030 x 0.99971814 = 0.99971844 AC9893 AC9893 SUPERSEDED SURVEY CONTROL AC9893 AC9893 NAD 83(1998)- 38 32 38.06502(N) 121 52 33.83768(W) AD(2002.53) 1 AC9893 ELLIP H (02/03/03) -1.94 (m) GP(2002.53) 4 1 AC9893 NAD 83(1998)- 38 32 38.06382(N) 121 52 33.83641(W) AD(1999.51) 1 AC9893 ELLIP H (05/12/00) -1.94 (m) GP(1999.51) 4 1 AC9893 NAD 83(1992)- 38 32 38.06319(N) 121 52 33.83561(W) AD(1997.30) 1 AC9893 ELLIP H (07/10/98) -1.97 (m) GP(1997.30) 4 1 AC9893 NAD 83(1992)- 38 32 38.06284(N) 121 52 33.83599(W) AD(1997.30) 1 AC9893 ELLIP H (05/14/98) -1.88 (m) GP(1997.30) 3 1 AC9893 NAD 83(1992)- 38 32 38.05978(N) 121 52 33.83247(W) AD(1991.35) 1 AC9893 ELLIP H (06/20/97) -1.80 (m) GP(1991.35) 4 2 AC9893 AC9893.Superseded values are not recommended for survey control. AC9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9893.See file dsdata.txt to determine how the superseded data were derived. AC9893 AC9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9794766764(NAD 83) AC9893_MARKER: I = METAL ROD AC9893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) AC9893_STAMPING: RR2 LS6721 AC9893_MARK LOGO: UC AC9893_PROJECTION: RECESSED 10 CENTIMETERS AC9893_MAGNETIC: N = NO MAGNETIC MATERIAL AC9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9893+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 AC9893_ROD/PIPE-DEPTH: 5.80 meters AC9893 AC9893 HISTORY - Date Condition Report By AC9893 HISTORY - 1996 MONUMENTED UC AC9893 HISTORY - 19970716 GOOD NGS AC9893 HISTORY - 19990719 GOOD FRAME AC9893 HISTORY - 20020826 GOOD FRAME AC9893 HISTORY - 20021105 GOOD CADWR AC9893 AC9893 STATION DESCRIPTION AC9893 AC9893'DESCRIBED BY UNIVERSITY OF CALIFORNIA 1996 (RHB) AC9893'THE STATION IS LOCATED ON THE RUSSELL RANCH SECTION OF U.C. DAVIS, AC9893'ABOUT 7 MI (11.3 KM) WEST OF DAVIS AND 5 MI (8.0 KM) EAST OF WINTERS. AC9893'TO REACH THE STATION FROM THE STATE HIGHWAY 113/RUSSELL BLVD AC9893'INTERCHANGE ON THE WEST SIDE OF DAVIS, GO WEST ON RUSSELL BLVD FOR 0.5 AC9893'MI (0.8 KM) TO A Y-INTERSECTION WITH ARLINGTON BLVD. TURN LEFT AND AC9893'CONTINUE WEST ON RUSSELL BLVD FOR 4.3 MI (6.9 KM) TO ANOTHER AC9893'Y-INTERSECTION WITH ROAD 95A. TAKE THE RIGHT FORK AND CONTINUE NORTH AC9893'AND WEST ON RUSSELL BLVD FOR 1.0 MI (1.6 KM) TO A DIRT SIDE ROAD LEFT, AC9893'KINSELLA LANE. TURN LEFT AND GO SOUTH ON KINSELLA LANE FOR 0.1 MI AC9893'(0.2 KM) TO A DIRT SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON THE AC9893'DIRT ROAD FOR ABOUT 100 FT (30.5 M) TO A DIRT SIDE ROAD LEFT. TURN AC9893'LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A DIRT SIDE ROAD RIGHT. TURN AC9893'RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.25 MI (0.40 KM) TO AN AC9893'ENCLOSED FENCE AREA (WEATHER STATION) AND THE STATION INSIDE THE AC9893'FENCED AREA. THE COMBINATION TO THE GATE IS 0632. THE STATION IS A AC9893'STAINLESS STEEL ROD WITH A CENTER PUNCH ON TOP ENCASED IN PIPE WITH AC9893'ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 10 FT (3.0 M) FROM AC9893'THE NORTH FENCE AND 10 FT (3.0 M) FROM THE EAST FENCE. THE STATION AC9893'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. AC9893 AC9893 STATION RECOVERY (1997) AC9893 AC9893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) AC9893'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AC9893'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AC9893 AC9893 STATION RECOVERY (1999) AC9893 AC9893'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) AC9893'RECOVERED AS DESCRIBED. AC9893 AC9893 STATION RECOVERY (2002) AC9893 AC9893'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9893'RECOVERED AS DESCRIBED. AC9893 AC9893 STATION RECOVERY (2002) AC9893 AC9893'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AC9893'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AC9893'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9850 *********************************************************************** AE9850 HT_MOD - This is a Height Modernization Survey Station. AE9850 DESIGNATION - RYER AE9850 PID - AE9850 AE9850 STATE/COUNTY- CA/YOLO AE9850 USGS QUAD - LIBERTY ISLAND (1993) AE9850 AE9850 *CURRENT SURVEY CONTROL AE9850 ___________________________________________________________________ AE9850* NAD 83(1998)- 38 20 40.70187(N) 121 37 45.16300(W) ADJUSTED AE9850* NAVD 88 - 1.25 (meters) 4.1 (feet) GPS OBS AE9850 ___________________________________________________________________ AE9850 EPOCH DATE - 2002.86 AE9850 X - -2,626,695.859 (meters) COMP AE9850 Y - -4,264,759.595 (meters) COMP AE9850 Z - 3,935,499.334 (meters) COMP AE9850 LAPLACE CORR- 5.14 (seconds) DEFLEC99 AE9850 ELLIP HEIGHT- -30.43 (meters) (10/28/05) GPS OBS AE9850 GEOID HEIGHT- -31.69 (meters) GEOID03 AE9850 AE9850 HORZ ORDER - FIRST AE9850 ELLP ORDER - FOURTH CLASS I AE9850 AE9850.The horizontal coordinates were established by GPS observations AE9850.and adjusted by the National Geodetic Survey in October 2005. AE9850.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9850.DATUM ITEM on the data sheet items page. AE9850.The horizontal coordinates are valid at the epoch date displayed above. AE9850.The epoch date for horizontal control is a decimal equivalence AE9850.of Year/Month/Day. AE9850 AE9850.The orthometric height was determined by GPS observations and a AE9850.high-resolution geoid model using precise GPS observation and AE9850.processing techniques. AE9850 AE9850.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9850 AE9850.The Laplace correction was computed from DEFLEC99 derived deflections. AE9850 AE9850.The ellipsoidal height was determined by GPS observations AE9850.and is referenced to NAD 83. AE9850 AE9850.The geoid height was determined by GEOID03. AE9850 AE9850; North East Units Scale Factor Converg. AE9850;SPC CA 2 - 575,326.019 2,032,414.053 MT 0.99999746 +0 14 01.6 AE9850;SPC CA 2 - 1,887,548.78 6,668,011.77 sFT 0.99999746 +0 14 01.6 AE9850;UTM 10 - 4,244,943.692 619,788.771 MT 0.99977672 +0 51 01.9 AE9850 AE9850! - Elev Factor x Scale Factor = Combined Factor AE9850!SPC CA 2 - 1.00000477 x 0.99999746 = 1.00000223 AE9850!UTM 10 - 1.00000477 x 0.99977672 = 0.99978149 AE9850 AE9850 SUPERSEDED SURVEY CONTROL AE9850 AE9850 NAD 83(1992)- 38 20 40.69998(N) 121 37 45.16006(W) AD(1997.30) 1 AE9850 ELLIP H (07/10/98) -30.46 (m) GP(1997.30) 4 1 AE9850 NAD 83(1992)- 38 20 40.69964(N) 121 37 45.16050(W) AD(1997.30) 1 AE9850 ELLIP H (05/14/98) -30.37 (m) GP(1997.30) 3 1 AE9850 AE9850.Superseded values are not recommended for survey control. AE9850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9850.See file dsdata.txt to determine how the superseded data were derived. AE9850 AE9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1978944944(NAD 83) AE9850_MARKER: DD = SURVEY DISK AE9850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9850_STAMPING: RYER 1997 AE9850_MARK LOGO: BOR AE9850_PROJECTION: FLUSH AE9850_MAGNETIC: N = NO MAGNETIC MATERIAL AE9850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9850+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AE9850_ROD/PIPE-DEPTH: 3.10 meters AE9850 AE9850 HISTORY - Date Condition Report By AE9850 HISTORY - 1997 MONUMENTED BOR AE9850 HISTORY - 20021122 GOOD CADWR AE9850 AE9850 STATION DESCRIPTION AE9850 AE9850'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9850'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTH-SOUTHWEST OF AE9850'SACRAMENTO, ABOUT 9 MI (14.5 KM) NORTHWEST OF WALNUT GROVE AND ABOUT AE9850'3.5 MI (5.6 KM) WEST OF COURTLAND. TO REACH THE STATION FROM THE AE9850'COMMUNITY OF COURTLAND, GO SOUTH ON HIGHWAY 160 FOR ABOUT 0.5 MI (0.8 AE9850'KM) TO A SIDE ROAD RIGHT, WHERE HIGHWAY 160 CROSSES THE SACRAMENTO AE9850'RIVER. TURN RIGHT, CROSSING THE RIVER ON THE HIGHWAY 160 BRIDGE TO A AE9850'T-INTERSECTION, HIGHWAY 160 TO THE SOUTH AND SOUTH RIVER ROAD TO THE AE9850'NORTH (RIGHT) . TURN RIGHT AND GO NORTHERLY ON SOUTH RIVER ROAD FOR AE9850'ABOUT 1.4 MI (2.3 KM) TO A SIDE ROAD LEFT, COURTLAND ROAD. TURN LEFT AE9850'AND GO NORTHWEST AND THEN WEST ON COURTLAND ROAD FOR ABOUT 3.5 MI (5.6 AE9850'KM) TO A SIDE ROAD LEFT, RYER AVENUE AND THE STATION ON THE RIGHT. AE9850'THE STATION IS ABOUT 56 FT (17.1 M) NORTHWEST OF THE CENTERLINE OF AE9850'COURTLAND ROAD, ABOUT 35 FT (10.7 M) SOUTH OF A ROW OF TREES AND ABOUT AE9850'2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST. THE STATION WAS AE9850'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9850'GPS/VERTICAL PROJECT. AE9850 AE9850 STATION RECOVERY (2002) AE9850 AE9850'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9850'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9850'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5070 *********************************************************************** AI5070 HT_MOD - This is a Height Modernization Survey Station. AI5070 DESIGNATION - SM NO 15 AI5070 PID - AI5070 AI5070 STATE/COUNTY- CA/YOLO AI5070 USGS QUAD - GRAYS BEND (1975) AI5070 AI5070 *CURRENT SURVEY CONTROL AI5070 ___________________________________________________________________ AI5070* NAD 83(1998)- 38 43 51.60394(N) 121 37 59.39252(W) ADJUSTED AI5070* NAVD 88 - 7.33 (meters) 24.0 (feet) GPS OBS AI5070 ___________________________________________________________________ AI5070 EPOCH DATE - 2004.69 AI5070 X - -2,612,978.490 (meters) COMP AI5070 Y - -4,241,832.401 (meters) COMP AI5070 Z - 3,969,051.039 (meters) COMP AI5070 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AI5070 ELLIP HEIGHT- -23.25 (meters) (09/28/05) GPS OBS AI5070 GEOID HEIGHT- -30.43 (meters) GEOID03 AI5070 AI5070 HORZ ORDER - B AI5070 ELLP ORDER - FOURTH CLASS I AI5070 AI5070.The horizontal coordinates were established by GPS observations AI5070.and adjusted by the National Geodetic Survey in September 2005. AI5070.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5070.DATUM ITEM on the data sheet items page. AI5070.The horizontal coordinates are valid at the epoch date displayed above. AI5070.The epoch date for horizontal control is a decimal equivalence AI5070.of Year/Month/Day. AI5070 AI5070.The orthometric height was determined by GPS observations and a AI5070.high-resolution geoid model using precise GPS observation and AI5070.processing techniques. AI5070 AI5070.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5070 AI5070.The Laplace correction was computed from DEFLEC99 derived deflections. AI5070 AI5070.The ellipsoidal height was determined by GPS observations AI5070.and is referenced to NAD 83. AI5070 AI5070.The geoid height was determined by GEOID03. AI5070 AI5070; North East Units Scale Factor Converg. AI5070;SPC CA 2 - 618,211.357 2,031,895.401 MT 0.99993362 +0 13 52.6 AI5070;SPC CA 2 - 2,028,248.43 6,666,310.16 sFT 0.99993362 +0 13 52.6 AI5070;UTM 10 - 4,287,812.902 618,805.990 MT 0.99977381 +0 51 19.0 AI5070 AI5070! - Elev Factor x Scale Factor = Combined Factor AI5070!SPC CA 2 - 1.00000365 x 0.99993362 = 0.99993727 AI5070!UTM 10 - 1.00000365 x 0.99977381 = 0.99977746 AI5070 AI5070 SUPERSEDED SURVEY CONTROL AI5070 AI5070 NAD 83(1998)- 38 43 51.60375(N) 121 37 59.39187(W) AD(2002.53) 1 AI5070 ELLIP H (02/03/03) -23.15 (m) GP(2002.53) 4 1 AI5070 NAD 83(1998)- 38 43 51.60353(N) 121 37 59.39048(W) AD(1999.51) 1 AI5070 ELLIP H (05/12/00) -23.19 (m) GP(1999.51) 4 1 AI5070 AI5070.Superseded values are not recommended for survey control. AI5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5070.See file dsdata.txt to determine how the superseded data were derived. AI5070 AI5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1880687813(NAD 83) AI5070_MARKER: DD = SURVEY DISK AI5070_SETTING: 2 = OBJECT DRIVEN INTO GROUND AI5070_STAMPING: SM NO 15 AI5070_MARK LOGO: CA-113 AI5070_MAGNETIC: N = NO MAGNETIC MATERIAL AI5070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5070+STABILITY: SURFACE MOTION AI5070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5070+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5070 AI5070 HISTORY - Date Condition Report By AI5070 HISTORY - 1999 MONUMENTED CA-113 AI5070 HISTORY - 20020826 GOOD FRAME AI5070 HISTORY - 20041005 GOOD CADT AI5070 AI5070 STATION DESCRIPTION AI5070 AI5070'DESCRIBED BY YOLO COUNTY CALIFORNIA 1999 AI5070'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF WOODLAND, AI5070'ABOUT 7 MI (11.3 KM) SOUTH OF KNIGHTS LANDING AND ALONG THE EAST SIDE AI5070'OF THE YOLO BYPASS. TO REACH THE STATION FROM THE INTERSECTION OF AI5070'INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD 102, ABOUT 2 MI (3.2 KM) AI5070'EAST OF WOODLAND, GO EAST ON HIGHWAY 5 FOR ABOUT 5 MI (8.0 KM) TO THE AI5070'ROAD 22 OFF-RAMP.TAKE THE OFF-RAMP EAST AND THEN SOUTH FOR 0.2 MI (0.3 AI5070'KM) TO A T-INTERSECTION, ROAD 118. TURN LEFT AND GO EAST FOR 0.5 MI AI5070'(0.8 KM) TO A T-INTERSECTION, OLD RIVER ROAD. TURN LEFT AND GO AI5070'NORTHWEST ON OLD RIVER ROAD, PASSING UNDER HIGHWAY 5, FOR 0.2 MI (0.3 AI5070'KM) TO A SIDE ROAD RIGHT, ROAD 117. TURN RIGHT AND GO NORTHERLY ON AI5070'ROAD 117 FOLLOWING THE WEST BANK OF THE SACRAMENTO RIVER, FOR ABOUT 6 AI5070'MI (9.7 KM) TO A SIDE ROAD LEFT, ROAD 16. TURN LEFT AND GO WEST ON AI5070'ROAD 16 FOR 2.05 MI (3.30 KM) TO THE BASE OF A LEVEE AND A FORK IN THE AI5070'ROAD. TAKE THE LEFT FORK AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO AI5070'THE TOP OF THE LEVEE AND A GATE. CONTINUE SOUTH ALONG THE LEVEE ROAD AI5070'THROUGH THE GATE FOR 1.2 MI (1.9 KM) TO A DIRT SIDE ROAD LEFT AND AN AI5070'ABANDONED TWO STORY CONCRETE PUMPING PLANT. TURN LEFT AND GO EAST ON AI5070'THE DIRT ROAD TO THE BASE OF THE LEVEE AND THE STATION ON THE RIGHT. AI5070'THE STATION IS A YOLO COUNTY SURVEYOR DISK SET INSIDE A WELL CASING AI5070'WITH THE WORD GROUND ON THE TOP OF THE WELL MONUMENT COVER. IT IS AI5070'ABOUT 30 M (98.4 FT) EAST OF THE CENTERLINE OF THE LEVEE ROAD, 15.2 M AI5070'(49.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BUILDING, AI5070'13.4 M (44.0 FT) NORTH OF THE NORTHWEST CORNER OF A 3 M (9.8 FT) BY 3 AI5070'M (9.8 FT) CORRUGATED METAL BUILDING AT THE HEAD OF AN IRRIGATION AI5070'CANAL, 7.2 M (23.6 FT) EAST OF THE CENTERLINE OF THE DIRT ROAD, SET AI5070'ABOUT MIDWAY BETWEEM TWO 0.1 M (0.3 FT) IRON PIPES WHICH PROJECT ABOUT AI5070'1.2 M (3.9 FT) AND INSIDE THE WELL MONUMENT. AI5070 AI5070 STATION RECOVERY (2002) AI5070 AI5070'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5070'RECOVERED AS DESCRIBED. AI5070 AI5070 STATION RECOVERY (2004) AI5070 AI5070'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5070'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5070'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5070'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5071 *********************************************************************** AI5071 HT_MOD - This is a Height Modernization Survey Station. AI5071 DESIGNATION - SYCAMORE AI5071 PID - AI5071 AI5071 STATE/COUNTY- CA/YOLO AI5071 USGS QUAD - ELDORADO BEND (1973) AI5071 AI5071 *CURRENT SURVEY CONTROL AI5071 ___________________________________________________________________ AI5071* NAD 83(1998)- 38 50 19.12368(N) 121 45 06.39002(W) ADJUSTED AI5071* NAVD 88 - 7.66 (meters) 25.1 (feet) GPS OBS AI5071 ___________________________________________________________________ AI5071 EPOCH DATE - 2004.69 AI5071 X - -2,617,815.342 (meters) COMP AI5071 Y - -4,230,049.587 (meters) COMP AI5071 Z - 3,978,366.351 (meters) COMP AI5071 LAPLACE CORR- 1.53 (seconds) DEFLEC99 AI5071 ELLIP HEIGHT- -22.50 (meters) (09/13/05) GPS OBS AI5071 GEOID HEIGHT- -30.05 (meters) GEOID03 AI5071 AI5071 HORZ ORDER - A AI5071 ELLP ORDER - FOURTH CLASS I AI5071 AI5071.The horizontal coordinates were established by GPS observations AI5071.and adjusted by the National Geodetic Survey in September 2005. AI5071.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5071.DATUM ITEM on the data sheet items page. AI5071.The horizontal coordinates are valid at the epoch date displayed above. AI5071.The epoch date for horizontal control is a decimal equivalence AI5071.of Year/Month/Day. AI5071 AI5071.The orthometric height was determined by GPS observations and a AI5071.high-resolution geoid model using precise GPS observation and AI5071.processing techniques. AI5071 AI5071.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5071 AI5071.The Laplace correction was computed from DEFLEC99 derived deflections. AI5071 AI5071.The ellipsoidal height was determined by GPS observations AI5071.and is referenced to NAD 83. AI5071 AI5071.The geoid height was determined by GEOID03. AI5071 AI5071; North East Units Scale Factor Converg. AI5071;SPC CA 2 - 630,125.308 2,021,549.923 MT 0.99992384 +0 09 23.4 AI5071;SPC CA 2 - 2,067,336.11 6,632,368.37 sFT 0.99992384 +0 09 23.4 AI5071;UTM 10 - 4,299,611.255 608,332.899 MT 0.99974452 +0 46 58.3 AI5071 AI5071! - Elev Factor x Scale Factor = Combined Factor AI5071!SPC CA 2 - 1.00000353 x 0.99992384 = 0.99992737 AI5071!UTM 10 - 1.00000353 x 0.99974452 = 0.99974805 AI5071 AI5071 SUPERSEDED SURVEY CONTROL AI5071 AI5071 NAD 83(1998)- 38 50 19.12265(N) 121 45 06.38892(W) AD(2002.53) 1 AI5071 ELLIP H (02/03/03) -22.47 (m) GP(2002.53) 4 1 AI5071 NAD 83(1998)- 38 50 19.12192(N) 121 45 06.38774(W) AD(1999.51) 1 AI5071 ELLIP H (05/12/00) -22.47 (m) GP(1999.51) 4 1 AI5071 AI5071.Superseded values are not recommended for survey control. AI5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5071.See file dsdata.txt to determine how the superseded data were derived. AI5071 AI5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0833399611(NAD 83) AI5071_MARKER: DD = SURVEY DISK AI5071_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5071_STAMPING: SYCAMORE 1999 AI5071_MARK LOGO: CA-113 AI5071_PROJECTION: RECESSED 10 CENTIMETERS AI5071_MAGNETIC: N = NO MAGNETIC MATERIAL AI5071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5071+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5071_ROD/PIPE-DEPTH: 6.00 meters AI5071 AI5071 HISTORY - Date Condition Report By AI5071 HISTORY - 1999 MONUMENTED FRAME AI5071 HISTORY - 20020826 GOOD FRAME AI5071 HISTORY - 20030805 GOOD CADT AI5071 HISTORY - 20041005 GOOD CADT AI5071 AI5071 STATION DESCRIPTION AI5071 AI5071'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5071'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF WOODLAND AND AI5071'ABOUT 3.5 MI (5.6 KM) NORTHWEST OF KNIGHTS LANDING. TO REACH THE AI5071'STATION FROM THE INTERSECTION OF STATE HIGHWAY 113 AND STATE HIGHWAY AI5071'45 IN KNIGHTS LANDING, GO NORTHWESTERLY ON HIGHWAY 45 FOR 3.4 MI (5.5 AI5071'KM) TO A SIDE ROAD RIGHT, ROAD 111. TURN RIGHT AND GO EAST FOR ABOUT AI5071'20 M (65.6 FT) TO THE STATION ON THE LEFT AT THE EAST SIDE OF A AI5071'DRAINAGE CANAL. THE STATION IS A 2 1/2 IN YOLO COUNTY DISK SET INSIDE AI5071'AN ALUMINUM LOGO CAP. IT IS 18.0 M (59.1 FT) EAST OF THE CENTERLINE AI5071'OF HIGHWAY 45, 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF ROAD 111, AI5071'6.8 M (22.3 FT) EAST OF A STOP SIGN AND 0.9 M (3.0 FT) SOUTH OF A AI5071'CARSONITE WITNESS POST. AI5071 AI5071 STATION RECOVERY (2002) AI5071 AI5071'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5071'RECOVERED AS DESCRIBED. AI5071 AI5071 STATION RECOVERY (2003) AI5071 AI5071'RECOVERY NOTE BY CALTRANS 2003 (RLM) AI5071'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5071'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5071'MODERNIZATION PROJECT. AI5071 AI5071 STATION RECOVERY (2004) AI5071 AI5071'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5071'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5071'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5071'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1556 *********************************************************************** JS1556 HT_MOD - This is a Height Modernization Survey Station. JS1556 DESIGNATION - T 462 JS1556 PID - JS1556 JS1556 STATE/COUNTY- CA/YOLO JS1556 USGS QUAD - CLARKSBURG (1980) JS1556 JS1556 *CURRENT SURVEY CONTROL JS1556 ___________________________________________________________________ JS1556* NAD 83(1998)- 38 26 25.99238(N) 121 30 17.76276(W) ADJUSTED JS1556* NAVD 88 - 9.13 (meters) 30.0 (feet) GPS OBS JS1556 ___________________________________________________________________ JS1556 EPOCH DATE - 2004.69 JS1556 X - -2,613,987.326 (meters) COMP JS1556 Y - -4,264,815.191 (meters) COMP JS1556 Z - 3,943,849.274 (meters) COMP JS1556 LAPLACE CORR- 4.30 (seconds) DEFLEC99 JS1556 ELLIP HEIGHT- -21.95 (meters) (09/28/05) GPS OBS JS1556 GEOID HEIGHT- -31.07 (meters) GEOID03 JS1556 JS1556 HORZ ORDER - B JS1556 VERT ORDER - FIRST CLASS II (See Below) JS1556 ELLP ORDER - FOURTH CLASS I JS1556 JS1556.The horizontal coordinates were established by GPS observations JS1556.and adjusted by the National Geodetic Survey in September 2005. JS1556.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1556.DATUM ITEM on the data sheet items page. JS1556.The horizontal coordinates are valid at the epoch date displayed above. JS1556.The epoch date for horizontal control is a decimal equivalence JS1556.of Year/Month/Day. JS1556 JS1556.The orthometric height was determined by GPS observations and a JS1556.high-resolution geoid model using precise GPS observation and JS1556.processing techniques. JS1556.The vertical order pertains to the NGVD 29 superseded value. JS1556 JS1556.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1556 JS1556.The Laplace correction was computed from DEFLEC99 derived deflections. JS1556 JS1556.The ellipsoidal height was determined by GPS observations JS1556.and is referenced to NAD 83. JS1556 JS1556.The geoid height was determined by GEOID03. JS1556 JS1556; North East Units Scale Factor Converg. JS1556;SPC CA 2 - 586,024.314 2,043,220.249 MT 0.99997742 +0 18 43.6 JS1556;SPC CA 2 - 1,922,648.10 6,703,465.10 sFT 0.99997742 +0 18 43.6 JS1556;UTM 10 - 4,255,755.650 630,477.042 MT 0.99980966 +0 55 46.6 JS1556 JS1556! - Elev Factor x Scale Factor = Combined Factor JS1556!SPC CA 2 - 1.00000344 x 0.99997742 = 0.99998086 JS1556!UTM 10 - 1.00000344 x 0.99980966 = 0.99981310 JS1556 JS1556 SUPERSEDED SURVEY CONTROL JS1556 JS1556 NAD 83(1998)- 38 26 25.99189(N) 121 30 17.76188(W) AD(2002.86) 1 JS1556 ELLIP H (10/28/05) -21.93 (m) GP( ) 4 1 JS1556 NAD 83(1998)- 38 26 25.99174(N) 121 30 17.76157(W) AD(2002.53) 1 JS1556 ELLIP H (02/03/03) -21.91 (m) GP(2002.53) 4 1 JS1556 NAD 83(1992)- 38 26 25.98993(N) 121 30 17.75873(W) AD(1997.30) 1 JS1556 ELLIP H (07/10/98) -21.94 (m) GP(1997.30) 4 1 JS1556 NAD 83(1992)- 38 26 25.98957(N) 121 30 17.75912(W) AD(1997.30) 1 JS1556 ELLIP H (05/14/98) -21.85 (m) GP(1997.30) 3 1 JS1556 NGVD 29 (??/??/92) 8.457 (m) 27.75 (f) ADJ UNCH 1 2 JS1556 JS1556.Superseded values are not recommended for survey control. JS1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1556.See file dsdata.txt to determine how the superseded data were derived. JS1556 JS1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3047755756(NAD 83) JS1556_MARKER: DB = BENCH MARK DISK JS1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1556_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1556_STAMPING: T 462 1951 JS1556_MARK LOGO: CGS JS1556_MAGNETIC: N = NO MAGNETIC MATERIAL JS1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1556+STABILITY: SURFACE MOTION JS1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1556+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1556 JS1556 HISTORY - Date Condition Report By JS1556 HISTORY - 1951 MONUMENTED CGS JS1556 HISTORY - 1967 GOOD NGS JS1556 HISTORY - 1988 MARK NOT FOUND USPSQD JS1556 HISTORY - 19970829 GOOD NGS JS1556 HISTORY - 20020826 GOOD FRAME JS1556 HISTORY - 20021217 GOOD CADWR JS1556 HISTORY - 20040811 GOOD BESTOR JS1556 HISTORY - 20041005 GOOD CADT JS1556 JS1556 STATION DESCRIPTION JS1556 JS1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 JS1556'1.4 MI S FROM FREEPORT. JS1556'0.2 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE SCHOOL AT JS1556'FREEPORT, THENCE 1.2 MILES SOUTH ALONG AN ASPHALT LEVEE ROAD, AT THE JS1556'ENTRANCE TO THE BORGES-CLARKSBURG AIRPORT, 88.0 FEET SOUTHEAST JS1556'OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE, 28.0 FEET JS1556'SOUTH OF THE CENTER LINE OF THE ENTRANCE DRIVEWAY, 26.0 FEET JS1556'WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS JS1556'POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF JS1556'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. JS1556 JS1556 STATION RECOVERY (1967) JS1556 JS1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 JS1556'RECOVERED IN GOOD CONDITION. JS1556 JS1556 STATION RECOVERY (1988) JS1556 JS1556'RECOVERY NOTE BY US POWER SQUADRON 1988 (MFH) JS1556'MARK NOT FOUND. JS1556 JS1556 STATION RECOVERY (1997) JS1556 JS1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS1556'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS1556'STATION IS ABOUT 0.95 MI (1.53 KM) SOUTHWESTERLY ALONG SOUTH RIVER JS1556'ROAD FROM THE FREEPORT BRIDGE OVER THE SACRAMENTO RIVER. THE STATION JS1556'IS ABOUT 79 FT (24.1 M) NORTH OF THE CENTERLINE OF A DRIVEWAY, 26 FT JS1556'(7.9 M) SOUTH OF THE CENTERLINE OF A DRIVEWAY AND 25 FT (7.6 M) WEST JS1556'OF THE CENTERLINE OF THE LEVEE ROAD (SOUTH RIVER ROAD) . THE STATION JS1556'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1556'GPS/VERTICAL PROJECT. JS1556 JS1556 STATION RECOVERY (2002) JS1556 JS1556'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS1556'RECOVERED AS DESCRIBED. JS1556 JS1556 STATION RECOVERY (2002) JS1556 JS1556'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1556'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1556'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1556 JS1556 STATION RECOVERY (2004) JS1556 JS1556'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1556'RECOVERED IN GOOD CONDITION. JS1556 JS1556 STATION RECOVERY (2004) JS1556 JS1556'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1556'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS1556'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1556'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI5072 *********************************************************************** AI5072 HT_MOD - This is a Height Modernization Survey Station. AI5072 DESIGNATION - TYNDALL AI5072 PID - AI5072 AI5072 STATE/COUNTY- CA/YOLO AI5072 USGS QUAD - ELDORADO BEND (1973) AI5072 AI5072 *CURRENT SURVEY CONTROL AI5072 ___________________________________________________________________ AI5072* NAD 83(1998)- 38 52 26.17770(N) 121 49 03.81247(W) ADJUSTED AI5072* NAVD 88 - 9.08 (meters) 29.8 (feet) GPS OBS AI5072 ___________________________________________________________________ AI5072 EPOCH DATE - 2004.69 AI5072 X - -2,621,387.333 (meters) COMP AI5072 Y - -4,224,945.869 (meters) COMP AI5072 Z - 3,981,418.249 (meters) COMP AI5072 LAPLACE CORR- 2.80 (seconds) DEFLEC99 AI5072 ELLIP HEIGHT- -21.04 (meters) (09/28/05) GPS OBS AI5072 GEOID HEIGHT- -29.98 (meters) GEOID03 AI5072 AI5072 HORZ ORDER - B AI5072 ELLP ORDER - FOURTH CLASS I AI5072 AI5072.The horizontal coordinates were established by GPS observations AI5072.and adjusted by the National Geodetic Survey in September 2005. AI5072.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5072.DATUM ITEM on the data sheet items page. AI5072.The horizontal coordinates are valid at the epoch date displayed above. AI5072.The epoch date for horizontal control is a decimal equivalence AI5072.of Year/Month/Day. AI5072 AI5072.The orthometric height was determined by GPS observations and a AI5072.high-resolution geoid model using precise GPS observation and AI5072.processing techniques. AI5072 AI5072.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5072 AI5072.The Laplace correction was computed from DEFLEC99 derived deflections. AI5072 AI5072.The ellipsoidal height was determined by GPS observations AI5072.and is referenced to NAD 83. AI5072 AI5072.The geoid height was determined by GEOID03. AI5072 AI5072; North East Units Scale Factor Converg. AI5072;SPC CA 2 - 634,029.384 2,015,816.494 MT 0.99992140 +0 06 53.7 AI5072;SPC CA 2 - 2,080,144.74 6,613,557.95 sFT 0.99992140 +0 06 53.7 AI5072;UTM 10 - 4,303,451.666 602,558.180 MT 0.99972952 +0 44 31.5 AI5072 AI5072! - Elev Factor x Scale Factor = Combined Factor AI5072!SPC CA 2 - 1.00000330 x 0.99992140 = 0.99992470 AI5072!UTM 10 - 1.00000330 x 0.99972952 = 0.99973282 AI5072 AI5072 SUPERSEDED SURVEY CONTROL AI5072 AI5072 NAD 83(1998)- 38 52 26.17670(N) 121 49 03.81149(W) AD(2002.53) 1 AI5072 ELLIP H (02/03/03) -20.99 (m) GP(2002.53) 4 1 AI5072 NAD 83(1998)- 38 52 26.17555(N) 121 49 03.81069(W) AD(1999.51) 1 AI5072 ELLIP H (05/12/00) -20.98 (m) GP(1999.51) 4 1 AI5072 AI5072.Superseded values are not recommended for survey control. AI5072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI5072.See file dsdata.txt to determine how the superseded data were derived. AI5072 AI5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0255803452(NAD 83) AI5072_MARKER: DD = SURVEY DISK AI5072_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES AI5072_SP_SET: CONCRETE BOX CULVERT AI5072_STAMPING: TYNDALL 1999 AI5072_MARK LOGO: CA-113 AI5072_MAGNETIC: N = NO MAGNETIC MATERIAL AI5072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5072+STABILITY: SURFACE MOTION AI5072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5072+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AI5072 AI5072 HISTORY - Date Condition Report By AI5072 HISTORY - 1999 MONUMENTED FRAME AI5072 HISTORY - 20020826 GOOD FRAME AI5072 HISTORY - 20041005 GOOD CADT AI5072 AI5072 STATION DESCRIPTION AI5072 AI5072'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5072'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) EAST OF DUNNIGAN AND ABOUT AI5072'8 MI (12.9 KM) NORTHWEST OF KNIGHTS LANDING. TO REACH THE STATION AI5072'FROM THE INTERSECTION OF STATE HIGHWAY 113 AND STATE HIGHWAY 45 IN AI5072'KNIGHTS LANDING, GO NORTHWESTERLY ON HIGHWAY 45 FOR 3.4 MI (5.5 KM) TO AI5072'A SIDE ROAD RIGHT, ROAD 111. CONTINUE NORTHWESTERLY ON HIGHWAY 45 FOR AI5072'5.0 MI (8.0 KM) TO A DIRT FARM ROAD LEFT, A YOLO COUNTY EMERGENCY CALL AI5072'BOX AND THE STATION ON THE LEFT. THE STATION IS A 2 IN YOLO COUNTY AI5072'DISK. IT IS 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY AI5072'45, 5.0 M (16.4 FT) SOUTH OF THE EMERGENCY CALL BOX, 2.5 M (8.2 FT) AI5072'NORTH-NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 1.2 M (3.9 FT) AI5072'SOUTHEAST OF A WITNESS POST AND SET IN THE TOP OF A 2 M (6.6 FT) BY 2 AI5072'M (6.6 FT) CONCRETE IRRIGATION CONTROL VALVE BOX. AI5072 AI5072 STATION RECOVERY (2002) AI5072 AI5072'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5072'RECOVERED AS DESCRIBED. AI5072 AI5072 STATION RECOVERY (2004) AI5072 AI5072'RECOVERY NOTE BY CALTRANS 2004 (RLM) AI5072'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS AI5072'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT AI5072'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AI4467 *********************************************************************** AI4467 HT_MOD - This is a Height Modernization Survey Station. AI4467 DESIGNATION - UCD1 UC DAVIS GEOL 1 CORS ARP AI4467 PID - AI4467 AI4467 STATE/COUNTY- CA/YOLO AI4467 USGS QUAD - MERRITT (1992) AI4467 AI4467 *CURRENT SURVEY CONTROL AI4467 ___________________________________________________________________ AI4467* NAD 83(1998)- 38 32 10.44732(N) 121 45 04.37764(W) ADJUSTED AI4467* NAVD 88 - 31.44 (meters) 103.1 (feet) GPS OBS AI4467 ___________________________________________________________________ AI4467 EPOCH DATE - 2002.86 AI4467 X - -2,628,825.753 (meters) COMP AI4467 Y - -4,247,933.597 (meters) COMP AI4467 Z - 3,952,176.635 (meters) COMP AI4467 LAPLACE CORR- 2.54 (seconds) DEFLEC99 AI4467 ELLIP HEIGHT- 0.17 (meters) (09/13/05) GPS OBS AI4467 GEOID HEIGHT- -31.25 (meters) GEOID03 AI4467 AI4467 HORZ ORDER - A AI4467 ELLP ORDER - FOURTH CLASS I AI4467 AI4467.ITRF positions are available for this station. AI4467.The horizontal coordinates were established by GPS observations AI4467.and adjusted by the National Geodetic Survey in October 2005. AI4467.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4467.DATUM ITEM on the data sheet items page. AI4467.The horizontal coordinates are valid at the epoch date displayed above. AI4467.The epoch date for horizontal control is a decimal equivalence AI4467.of Year/Month/Day. AI4467 AI4467.The orthometric height was determined by GPS observations and a AI4467.high-resolution geoid model using precise GPS observation and AI4467.processing techniques. AI4467 AI4467.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4467 AI4467.The Laplace correction was computed from DEFLEC99 derived deflections. AI4467 AI4467.The ellipsoidal height was determined by GPS observations AI4467.and is referenced to NAD 83. AI4467 AI4467.The geoid height was determined by GEOID03. AI4467 AI4467; North East Units Scale Factor Converg. AI4467;SPC CA 2 - 596,557.189 2,021,690.348 MT 0.99996018 +0 09 24.7 AI4467;SPC CA 2 - 1,957,204.71 6,632,829.08 sFT 0.99996018 +0 09 24.7 AI4467;UTM 10 - 4,266,053.183 608,838.682 MT 0.99974588 +0 46 41.1 AI4467 AI4467! - Elev Factor x Scale Factor = Combined Factor AI4467!SPC CA 2 - 0.99999997 x 0.99996018 = 0.99996015 AI4467!UTM 10 - 0.99999997 x 0.99974588 = 0.99974585 AI4467 AI4467 SUPERSEDED SURVEY CONTROL AI4467 AI4467 ELLIP H (10/28/05) 0.19 (m) GP(2002.86) 4 1 AI4467 NAD 83(1998)- 38 32 10.44787(N) 121 45 04.37839(W) AD(2004.69) A AI4467 NAD 83(1998)- 38 32 10.44759(N) 121 45 04.37720(W) AD(2002.53) A AI4467 ELLIP H (02/03/03) 0.20 (m) GP(2002.53) 4 1 AI4467 NAD 83(1998)- 38 32 10.44697(N) 121 45 04.37624(W) AD(2000.35) A AI4467 ELLIP H (04/03/01) 0.23 (m) GP(2000.35) 1 1 AI4467 NAD 83(1998)- 38 32 10.44598(N) 121 45 04.37580(W) AD(1998.50) A AI4467 ELLIP H (04/06/00) 0.23 (m) GP(1998.50) 3 1 AI4467 AI4467.Superseded values are not recommended for survey control. AI4467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4467.See file dsdata.txt to determine how the superseded data were derived. AI4467 AI4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0883966053(NAD 83) AI4467_MARKER: W = UNMONUMENTED AI4467_SETTING: 36 = SET IN A MASSIVE STRUCTURE AI4467_SP_SET: CONCRETE BUILDING AI4467_MARK LOGO: UC AI4467_MAGNETIC: N = NO MAGNETIC MATERIAL AI4467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4467+STABILITY: POSITION/ELEVATION WELL AI4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4467+SATELLITE: SATELLITE OBSERVATIONS - 1998 AI4467 AI4467 HISTORY - Date Condition Report By AI4467 HISTORY - 1998 MONUMENTED NGS AI4467 AI4467 STATION DESCRIPTION AI4467 AI4467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 AI4467'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4467'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4467'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4467'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS2144 *********************************************************************** JS2144 HT_MOD - This is a Height Modernization Survey Station. JS2144 DESIGNATION - X 200 RESET JS2144 PID - JS2144 JS2144 STATE/COUNTY- CA/YOLO JS2144 USGS QUAD - DUNNIGAN (1992) JS2144 JS2144 *CURRENT SURVEY CONTROL JS2144 ___________________________________________________________________ JS2144* NAD 83(1998)- 38 54 20.73177(N) 121 58 59.79283(W) ADJUSTED JS2144* NAVD 88 - 29.88 (meters) 98.0 (feet) GPS OBS JS2144 ___________________________________________________________________ JS2144 EPOCH DATE - 2004.69 JS2144 X - -2,632,417.719 (meters) COMP JS2144 Y - -4,215,486.516 (meters) COMP JS2144 Z - 3,984,180.753 (meters) COMP JS2144 LAPLACE CORR- 1.95 (seconds) DEFLEC99 JS2144 ELLIP HEIGHT- -0.39 (meters) (09/28/05) GPS OBS JS2144 GEOID HEIGHT- -30.12 (meters) GEOID03 JS2144 JS2144 HORZ ORDER - B JS2144 VERT ORDER - FIRST CLASS II (See Below) JS2144 ELLP ORDER - FOURTH CLASS I JS2144 JS2144.The horizontal coordinates were established by GPS observations JS2144.and adjusted by the National Geodetic Survey in September 2005. JS2144.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2144.DATUM ITEM on the data sheet items page. JS2144.The horizontal coordinates are valid at the epoch date displayed above. JS2144.The epoch date for horizontal control is a decimal equivalence JS2144.of Year/Month/Day. JS2144 JS2144.The orthometric height was determined by GPS observations and a JS2144.high-resolution geoid model using precise GPS observation and JS2144.processing techniques. JS2144.The vertical order pertains to the NGVD 29 superseded value. JS2144 JS2144.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2144 JS2144.The Laplace correction was computed from DEFLEC99 derived deflections. JS2144 JS2144.The ellipsoidal height was determined by GPS observations JS2144.and is referenced to NAD 83. JS2144 JS2144.The geoid height was determined by GEOID03. JS2144 JS2144; North East Units Scale Factor Converg. JS2144;SPC CA 2 - 637,545.885 2,001,450.562 MT 0.99991952 +0 00 38.0 JS2144;SPC CA 2 - 2,091,681.79 6,566,425.72 sFT 0.99991952 +0 00 38.0 JS2144;UTM 10 - 4,306,809.897 588,157.590 MT 0.99969570 +0 38 18.9 JS2144 JS2144! - Elev Factor x Scale Factor = Combined Factor JS2144!SPC CA 2 - 1.00000006 x 0.99991952 = 0.99991958 JS2144!UTM 10 - 1.00000006 x 0.99969570 = 0.99969576 JS2144 JS2144 SUPERSEDED SURVEY CONTROL JS2144 JS2144 NAD 83(1998)- 38 54 20.73108(N) 121 58 59.79141(W) AD(2002.53) 1 JS2144 ELLIP H (02/03/03) -0.35 (m) GP(2002.53) 4 1 JS2144 NAD 83(1998)- 38 54 20.72992(N) 121 58 59.79082(W) AD(1999.51) 1 JS2144 ELLIP H (05/12/00) -0.34 (m) GP(1999.51) 4 1 JS2144 NGVD 29 (??/??/92) 29.149 (m) 95.63 (f) ADJ UNCH 1 2 JS2144 JS2144.Superseded values are not recommended for survey control. JS2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2144.See file dsdata.txt to determine how the superseded data were derived. JS2144 JS2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8815806810(NAD 83) JS2144_MARKER: DB = BENCH MARK DISK JS2144_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES JS2144_SP_SET: CULVERT HEADWALL JS2144_STAMPING: X 200 1935 RESET 1942 JS2144_MARK LOGO: CGS JS2144_MAGNETIC: N = NO MAGNETIC MATERIAL JS2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2144+STABILITY: SURFACE MOTION JS2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2144+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS2144 JS2144 HISTORY - Date Condition Report By JS2144 HISTORY - 1942 MONUMENTED CGS JS2144 HISTORY - 1967 GOOD NGS JS2144 HISTORY - 19990719 GOOD FRAME JS2144 HISTORY - 20020826 GOOD FRAME JS2144 HISTORY - 20041005 GOOD CADT JS2144 JS2144 STATION DESCRIPTION JS2144 JS2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 JS2144'1.6 MI NW FROM DUNNIGAN. JS2144'1.55 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2144'FROM THE CROSSING OF MAIN STREET AT DUNNIGAN, DIRECTLY OPPOSITE JS2144'RAILROAD BRIDGE 104.86, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE JS2144'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A DOUBLE PIPE JS2144'CULVERT UNDER THE HIGHWAY, 20 FEET NORTHEAST OF THE CENTER LINE JS2144'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. JS2144 JS2144 STATION RECOVERY (1999) JS2144 JS2144'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2144'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF DUNNIGANAND JS2144'ABOUT 1 MI (1.6 KM) SOUTH OF THE YOLO/COLUSA COUNTY LINE. TO REACH JS2144'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND ROAD 6, JS2144'JUST WEST OF DUNNIGAN, GO EAST ON ROAD 6 FOR 0.3 MI (0.5 KM) TO THE JS2144'INTERSECTION OF COUNTY ROAD 99W. TURN LEFT AND GO NORTHWEST ON ROAD JS2144'99W FOR 1.9 MI (3.1 KM) TO THE STATION ON THE RIGHT. THE STATION IS JS2144'ABOUT 15 M (49.2 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF A SINGLE JS2144'RAILROAD TRACK AND A WOODEN RAILROAD BRIDGE AT RAILROAD MILE 104.86, JS2144'ABOUT 9 M (29.5 FT) SOUTH OF A POWER POLE, 5.5 M (18.0 FT) NORTHEAST JS2144'OF THE CENTERLINE OF ROAD 99W, 1.15 M (3.77 FT) WEST OF A CARSONITE JS2144'WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF A JS2144'CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT AND ABOUT LEVEL WITH THE JS2144'HIGHWAY. JS2144 JS2144 STATION RECOVERY (2002) JS2144 JS2144'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2144'RECOVERED AS DESCRIBED. JS2144 JS2144 STATION RECOVERY (2004) JS2144 JS2144'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS2144'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS2144'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS2144'MODERNIZATION PROJECT.