1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2170 *********************************************************************** JS2170 DESIGNATION - 169 JS2170 PID - JS2170 JS2170 STATE/COUNTY- CA/YOLO JS2170 USGS QUAD - MADISON (1992) JS2170 JS2170 *CURRENT SURVEY CONTROL JS2170 ___________________________________________________________________ JS2170* NAD 83(1998)- 38 44 12.69445(N) 121 57 15.85546(W) ADJUSTED JS2170* NAVD 88 - 52.52 (meters) 172.3 (feet) GPS OBS JS2170 ___________________________________________________________________ JS2170 EPOCH DATE - 1999.51 JS2170 X - -2,636,523.168 (meters) COMP JS2170 Y - -4,226,800.189 (meters) COMP JS2170 Z - 3,969,586.534 (meters) COMP JS2170 LAPLACE CORR- 0.48 (seconds) DEFLEC99 JS2170 ELLIP HEIGHT- 21.79 (meters) GPS OBS JS2170 GEOID HEIGHT- -30.66 (meters) GEOID99 JS2170 JS2170 HORZ ORDER - FIRST JS2170 VERT ORDER - THIRD (See Below) JS2170 ELLP ORDER - FOURTH CLASS I JS2170 JS2170.The horizontal coordinates were established by GPS observations JS2170.and adjusted by the National Geodetic Survey in May 2000. JS2170.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2170.DATUM ITEM on the data sheet items page. JS2170.The horizontal coordinates are valid at the epoch date displayed above. JS2170.The epoch date for horizontal control is a decimal equivalence JS2170.of Year/Month/Day. JS2170 JS2170.The orthometric height was determined by GPS observations and a JS2170.high-resolution geoid model using precise GPS observation and JS2170.processing techniques. JS2170.The vertical order pertains to the superseded datum. JS2170 JS2170.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2170 JS2170.The Laplace correction was computed from DEFLEC99 derived deflections. JS2170 JS2170.The ellipsoidal height was determined by GPS observations JS2170.and is referenced to NAD 83. JS2170 JS2170.The geoid height was determined by GEOID99. JS2170 JS2170; North East Units Scale Converg. JS2170;SPC CA 2 - 618,798.285 2,003,964.114 MT 0.99993299 +0 01 43.5 JS2170;SPC CA 2 - 2,030,174.04 6,574,672.26 sFT 0.99993299 +0 01 43.5 JS2170;UTM 10 - 4,288,095.164 590,875.471 MT 0.99970169 +0 39 15.6 JS2170 JS2170 SUPERSEDED SURVEY CONTROL JS2170 JS2170 NGVD 29 - 51.73 (m) 169.7 (f) RESET 3 JS2170 JS2170.Superseded values are not recommended for survey control. JS2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2170.See file dsdata.txt to determine how the superseded data were derived. JS2170 JS2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9087588095(NAD 83) JS2170_MARKER: P = PIPE CAP JS2170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JS2170_STAMPING: 169 B 1904 S 2 JS2170_MARK LOGO: USGS JS2170_PROJECTION: PROJECTING 10 CENTIMETERS JS2170_MAGNETIC: N = NO MAGNETIC MATERIAL JS2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2170+STABILITY: SURFACE MOTION JS2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2170+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1999 JS2170 JS2170 HISTORY - Date Condition Report By JS2170 HISTORY - 1904 MONUMENTED USGS JS2170 HISTORY - 1966 GOOD NGS JS2170 HISTORY - 19990717 GOOD CA-113 JS2170 HISTORY - 20020826 GOOD FRAME JS2170 JS2170 STATION DESCRIPTION JS2170 JS2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 JS2170'3.8 MI N FROM MADISON. JS2170'2.4 MILES NORTH ALONG COUNTY ROAD 89 FROM THE JUNCTION OF STATE JS2170'HIGHWAY 16 AT MADISON, THENCE 1.35 MILES NORTH ALONG STATE JS2170'HIGHWAY 505, AT THE SOUTHEAST CORNER OF THE JUNCTION OF COUNTY JS2170'ROAD 17, 114 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, JS2170'26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 92 FEET SOUTH JS2170'OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 12-INCH PIPE JS2170'CULVERT, 53 FEET NORTH OF A POWER POLE BEARING THREE TRANSFORMERS, JS2170'36 FEET NORTH OF A FENCE CORNER POST, 42 FEET NORTHWEST OF A JS2170'TELEPHONE POLE SUPPORTING A METER, 1.0 FOOT WEST OF A WITNESS JS2170'POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A JS2170'3-INCH PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. JS2170 JS2170 STATION RECOVERY (1999) JS2170 JS2170'RECOVERY NOTE BY YOLO COUNTY CALIFORNIA 1999 (JHF) JS2170'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS2170'STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST-NORTHWEST OF WOODLAND JS2170'AND ABOUT 4.5 MI (7.2 KM) NORTH OF MADISON, ALONG THE FROMTAGE ROAD JS2170'FOR INTERSTATE HIGHWAY 505. TO REACH THE STATION FROM THE JS2170'INTERSECTION OF HIGHWAY 505 AND STATE HIGHWAY 16, ABOUT 0.5 MI (0.8 JS2170'KM) EAST OF MADISON, GO NORTH ON HIGHWAY 505 FOR ABOUT 3.0 MI (4.8 KM) JS2170'TO THE ROAD 19 EXIT. TAKE THE EXIT OFF-RAMP AND GO NORTH FOR ABOUT JS2170'0.1 MI (0.2 KM) TO ROAD 19. TURN RIGHT AND GO EAST ON ROAD 19 FOR JS2170'ABOUT 0.05 MI (0.08 KM) TO THE INTERSECTION WITH ROAD 90A. TURN LEFT JS2170'AND GO NORTH ON ROAD 90A FOR ABOUT 1.3 MI (2.1 KM) TO A SIDE ROAD JS2170'RIGHT, ROAD 17. TURN RIGHT AND GO EAST FOR ABOUT 35 M (114.8 FT) TO JS2170'THE STATION ON THE RIGHT. THE STATION IS 34.5 M (113.2 FT) EAST OF JS2170'THE CENTERLINE OF ROAD 90A, ABOUT 15 M (49.2 FT) NORTH OF A POWER JS2170'POLE, 8.0 M (26.2 FT) SOUTH OF THE CENTERLINE OF ROAD 17, 2.6 M (8.5 JS2170'FT) SOUTH OF A CONCRETE HEADWALL, 1.0 M (3.3 FT) WEST OF A METAL JS2170'WITNESS POST AND 1.0 M (3.3 FT) NORTH OF A CARSONITE WITNESS POST. JS2170 JS2170 STATION RECOVERY (2002) JS2170 JS2170'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2170'RECOVERED AS DESCRIBED. NOTE--PIPE DEPTH UNKNOWN. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5050 *********************************************************************** AI5050 DESIGNATION - ABUT AI5050 PID - AI5050 AI5050 STATE/COUNTY- CA/YOLO AI5050 USGS QUAD - MADISON (1992) AI5050 AI5050 *CURRENT SURVEY CONTROL AI5050 ___________________________________________________________________ AI5050* NAD 83(1998)- 38 38 05.70493(N) 121 57 06.70161(W) ADJUSTED AI5050* NAVD 88 - 53.03 (meters) 174.0 (feet) GPS OBS AI5050 ___________________________________________________________________ AI5050 EPOCH DATE - 1999.51 AI5050 X - -2,640,078.961 (meters) COMP AI5050 Y - -4,232,919.062 (meters) COMP AI5050 Z - 3,960,753.176 (meters) COMP AI5050 LAPLACE CORR- -1.47 (seconds) DEFLEC99 AI5050 ELLIP HEIGHT- 22.01 (meters) GPS OBS AI5050 GEOID HEIGHT- -30.95 (meters) GEOID99 AI5050 AI5050 HORZ ORDER - FIRST AI5050 ELLP ORDER - FOURTH CLASS I AI5050 AI5050.The horizontal coordinates were established by GPS observations AI5050.and adjusted by the National Geodetic Survey in May 2000. AI5050.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5050.DATUM ITEM on the data sheet items page. AI5050.The horizontal coordinates are valid at the epoch date displayed above. AI5050.The epoch date for horizontal control is a decimal equivalence AI5050.of Year/Month/Day. AI5050 AI5050.The orthometric height was determined by GPS observations and a AI5050.high-resolution geoid model using precise GPS observation and AI5050.processing techniques. AI5050 AI5050.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5050 AI5050.The Laplace correction was computed from DEFLEC99 derived deflections. AI5050 AI5050.The ellipsoidal height was determined by GPS observations AI5050.and is referenced to NAD 83. AI5050 AI5050.The geoid height was determined by GEOID99. AI5050 AI5050; North East Units Scale Converg. AI5050;SPC CA 2 - 607,482.614 2,004,191.175 MT 0.99994529 +0 01 49.3 AI5050;SPC CA 2 - 1,993,049.21 6,575,417.21 sFT 0.99994529 +0 01 49.3 AI5050;UTM 10 - 4,276,785.322 591,225.837 MT 0.99970248 +0 39 16.0 AI5050 AI5050 SUPERSEDED SURVEY CONTROL AI5050 AI5050.No superseded survey control is available for this station. AI5050 AI5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9122676785(NAD 83) AI5050_MARKER: DD = SURVEY DISK AI5050_SETTING: 38 = BRIDGE ABUTMENT AI5050_STAMPING: ABUT 1999 AI5050_MARK LOGO: CA-113 AI5050_MAGNETIC: N = NO MAGNETIC MATERIAL AI5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5050+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5050 AI5050 HISTORY - Date Condition Report By AI5050 HISTORY - 1999 MONUMENTED FRAME AI5050 HISTORY - 20020826 GOOD FRAME AI5050 AI5050 STATION DESCRIPTION AI5050 AI5050'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5050'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHWEST OF DAVIS, AI5050'ABOUT 10.5 MI (16.9 KM) WEST-SOUTHWEST OF WOODLAND AND ABOUT 3.5 MI AI5050'(5.6 KM) SOUTHEAST OF MADISON. TO REACH THE STATION FROM THE AI5050'INTERSECTION OF INTERSTATE HIGHWAY 505 AND ROAD 27, ABOUT 3 MI (4.8 AI5050'KM) NORTH OF MADISON, GO WEST ON ROAD 27 FOR 1.0 MI (1.6 KM) TO THE AI5050'INTERSECTION OF ROAD 89. TURN RIGHT AND GO NORTH ON ROAD 89 FOR 1.0 AI5050'MI (1.6 KM) TO THE INTERSECTION OF ROAD 26. TURN RIGHT AND GO EAST ON AI5050'ROAD 26 FOR 1.05 MI (1.69 KM) TO THE BRIDGE OVERCROSSING OF HIGHWAY AI5050'505 AND THE STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE BRIDGE. AI5050'THE STATION IS 28.9 M (94.8 FT) EAST OF THE CENTERLINE OF HIGHWAY 505, AI5050'5.9 M (19.4 FT) NORTH OF THE CENTERLINE OF ROAD 26, 5.4 M (17.7 FT) AI5050'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 5.1 M (16.7 FT) WEST OF AI5050'THE EAST END OF THE CONCRETE HEADWALL AND 0.22 M (0.72 FT) SOUTH OF AI5050'THE FACE OF THE CONCRETE HEADWALL. AI5050 AI5050 STATION RECOVERY (2002) AI5050 AI5050'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5050'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5051 *********************************************************************** AI5051 DESIGNATION - ALHAMBRA AI5051 PID - AI5051 AI5051 STATE/COUNTY- CA/YOLO AI5051 USGS QUAD - DAVIS (1992) AI5051 AI5051 *CURRENT SURVEY CONTROL AI5051 ___________________________________________________________________ AI5051* NAD 83(1998)- 38 33 31.09662(N) 121 42 26.68674(W) ADJUSTED AI5051* NAVD 88 - 12.99 (meters) 42.6 (feet) GPS OBS AI5051 ___________________________________________________________________ AI5051 EPOCH DATE - 1999.51 AI5051 X - -2,624,755.396 (meters) COMP AI5051 Y - -4,248,611.543 (meters) COMP AI5051 Z - 3,954,110.174 (meters) COMP AI5051 LAPLACE CORR- 2.75 (seconds) DEFLEC99 AI5051 ELLIP HEIGHT- -18.12 (meters) GPS OBS AI5051 GEOID HEIGHT- -31.05 (meters) GEOID99 AI5051 AI5051 HORZ ORDER - FIRST AI5051 ELLP ORDER - FOURTH CLASS I AI5051 AI5051.The horizontal coordinates were established by GPS observations AI5051.and adjusted by the National Geodetic Survey in May 2000. AI5051.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5051.DATUM ITEM on the data sheet items page. AI5051.The horizontal coordinates are valid at the epoch date displayed above. AI5051.The epoch date for horizontal control is a decimal equivalence AI5051.of Year/Month/Day. AI5051 AI5051.The orthometric height was determined by GPS observations and a AI5051.high-resolution geoid model using precise GPS observation and AI5051.processing techniques. AI5051 AI5051.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5051 AI5051.The Laplace correction was computed from DEFLEC99 derived deflections. AI5051 AI5051.The ellipsoidal height was determined by GPS observations AI5051.and is referenced to NAD 83. AI5051 AI5051.The geoid height was determined by GEOID99. AI5051 AI5051; North East Units Scale Converg. AI5051;SPC CA 2 - 599,055.288 2,025,501.317 MT 0.99995654 +0 11 04.1 AI5051;SPC CA 2 - 1,965,400.56 6,645,332.24 sFT 0.99995654 +0 11 04.1 AI5051;UTM 10 - 4,268,591.931 612,621.556 MT 0.99975619 +0 48 20.8 AI5051 AI5051 SUPERSEDED SURVEY CONTROL AI5051 AI5051.No superseded survey control is available for this station. AI5051 AI5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1262268592(NAD 83) AI5051_MARKER: DD = SURVEY DISK AI5051_SETTING: 34 = BIKE TUNNEL HEADWALL AI5051_STAMPING: ALHAMBRA 1999 AI5051_MARK LOGO: CA-113 AI5051_MAGNETIC: N = NO MAGNETIC MATERIAL AI5051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5051+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5051 AI5051 HISTORY - Date Condition Report By AI5051 HISTORY - 1999 MONUMENTED FRAME AI5051 HISTORY - 20020826 GOOD FRAME AI5051 AI5051 STATION DESCRIPTION AI5051 AI5051'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5051'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF THE CITY OF DAVIS. AI5051'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AI5051'AND MACE BOULEVARD AT THE EAST END OF DAVIS, GO NORTH ON MACE AI5051'BOULEVARD FOR 0.4 MI (0.6 KM) TO A SIDE ROAD RIGHT, ALHAMBRA DRIVE. AI5051'TURN LEFT AND GO WEST ON ALHAMBRA DRIVE FOR 0.6 MI (1.0 KM) TO THE AI5051'INTERSECTION OF 5TH STREET ON THE LEFT AND OCEANO WAY ON THE RIGHT. AI5051'CONTINUE WEST AND THEN NORTHWEST ON ALHAMBRA DRIVE FOR 0.15 MI (0.24 AI5051'KM) TO THE STATION ON THE LEFT AND ACROSS THE MEDIAN STRIP. CONTINUE AI5051'NORTHWEST ON ALHAMBRA DRIVE FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF AI5051'LOYOLA DRIVE ON THE LEFT AND CONQUISTADOR WAY ON THE RIGHT. MAKE A AI5051'U-TURN ON ALHAMBRA DRIVE AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE AI5051'STATION ON THE RIGHT. CONTINUE SOUTHEAST FOR ABOUT 30 M (98.4 FT) TO AI5051'A PAVED DRIVEWAY LEADING TO A PARKING LOT. PARK IN THE LOT AND PACK AI5051'ABOUT 30 M (98.4 FT) TO THE STATION WHICH IS IN TOP OF THE NORTHEAST AI5051'CORNER OF A 5 M (16.4 FT) BY O.25 M CONCRETE ABUTMENT OVER A PAVED AI5051'BIKE PATH. THE STATION IS 33.6 M (110.2 FT) NORTHWEST OF THE AI5051'CENTERLINE OF THE DRIVE LEADING TO THE PARKING LOT, 11.2 M (36.7 FT) AI5051'SOUTHWEST OF THE CENTERLINE OF ALHAMBRA DRIVE, 2.8 M (9.2 FT) AI5051'SOUTHWEST OF THE FACE OF A CONCRETE CURB ON ALHAMBRA DRIVE, 0.75 M AI5051'(2.46 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH AI5051'THE DRIVE. AI5051 AI5051 STATION RECOVERY (2002) AI5051 AI5051'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5051'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE9864 *********************************************************************** 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(1992)- 38 23 12.17564(N) 121 38 18.71720(W) ADJUSTED AE9864* NAVD 88 - 3.68 (meters) 12.1 (feet) GPS OBS AE9864 ___________________________________________________________________ AE9864 EPOCH DATE - 1997.30 AE9864 X - -2,625,869.988 (meters) COMP AE9864 Y - -4,261,865.872 (meters) COMP AE9864 Z - 3,939,162.938 (meters) COMP AE9864 LAPLACE CORR- 4.90 (seconds) DEFLEC99 AE9864 ELLIP HEIGHT- -27.89 (meters) GPS OBS AE9864 GEOID HEIGHT- -31.50 (meters) GEOID99 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 July 1998. 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 GEOID99. AE9864 AE9864; North East Units Scale Converg. AE9864;SPC CA 2 - 579,993.251 2,031,580.678 MT 0.99998832 +0 13 40.4 AE9864;SPC CA 2 - 1,902,861.19 6,665,277.61 sFT 0.99998832 +0 13 40.4 AE9864;UTM 10 - 4,249,600.663 618,905.362 MT 0.99977412 +0 50 43.9 AE9864 AE9864 SUPERSEDED SURVEY CONTROL AE9864 AE9864 NAD 83(1992)- 38 23 12.17531(N) 121 38 18.71764(W) AD(1997.30) 1 AE9864 ELLIP HT - -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: M = MARKER EQUIPPED WITH BAR MAGNET AE9864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9864+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE9864_ROD/PIPE-DEPTH: 2.1 meters AE9864 AE9864 HISTORY - Date Condition Report By AE9864 HISTORY - 1997 MONUMENTED BOR AE9864 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2151 *********************************************************************** 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 01.28940(N) 121 58 15.18189(W) ADJUSTED JS2151* NAVD 88 - 39.68 (meters) 130.2 (feet) GPS OBS JS2151 ___________________________________________________________________ JS2151 EPOCH DATE - 1999.51 JS2151 X - -2,645,189.244 (meters) COMP JS2151 Y - -4,237,978.416 (meters) COMP JS2151 Z - 3,951,960.910 (meters) COMP JS2151 LAPLACE CORR- -3.87 (seconds) DEFLEC99 JS2151 ELLIP HEIGHT- 8.46 (meters) GPS OBS JS2151 GEOID HEIGHT- -31.19 (meters) GEOID99 JS2151 JS2151 HORZ ORDER - B 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 May 2000. 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 superseded datum. 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 GEOID99. JS2151 JS2151; North East Units Scale Converg. JS2151;SPC CA 2 - 596,245.532 2,002,538.598 MT 0.99996060 +0 01 06.1 JS2151;SPC CA 2 - 1,956,182.22 6,569,995.38 sFT 0.99996060 +0 01 06.1 JS2151;UTM 10 - 4,265,533.758 589,696.014 MT 0.99969908 +0 38 28.2 JS2151 JS2151 SUPERSEDED SURVEY CONTROL JS2151 JS2151 NAD 83(1992)- 38 32 01.28872(N) 121 58 15.18111(W) AD(1997.30) B JS2151 ELLIP HT - 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 HT - 8.49 (m) GP(1997.30) 3 1 JS2151 NGVD 29 - 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 = CONCRETE CULVERT 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 - July 17, 1999 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5052 *********************************************************************** 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 54.73360(N) 122 02 37.47577(W) ADJUSTED AI5052* NAVD 88 - 94.13 (meters) 308.8 (feet) GPS OBS AI5052 ___________________________________________________________________ AI5052 EPOCH DATE - 1999.51 AI5052 X - -2,639,007.002 (meters) COMP AI5052 Y - -4,216,127.983 (meters) COMP AI5052 Z - 3,979,275.707 (meters) COMP AI5052 LAPLACE CORR- -0.83 (seconds) DEFLEC99 AI5052 ELLIP HEIGHT- 63.74 (meters) GPS OBS AI5052 GEOID HEIGHT- -30.32 (meters) GEOID99 AI5052 AI5052 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5052 AI5052; North East Units Scale Converg. AI5052;SPC CA 2 - 631,194.803 1,996,202.904 MT 0.99992312 -0 01 39.3 AI5052;SPC CA 2 - 2,070,844.95 6,549,209.03 sFT 0.99992312 -0 01 39.3 AI5052;UTM 10 - 4,300,403.186 582,981.025 MT 0.99968479 +0 35 59.5 AI5052 AI5052 SUPERSEDED SURVEY CONTROL AI5052 AI5052.No superseded survey control is available for this station. 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: M = MARKER EQUIPPED WITH BAR MAGNET AI5052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5052+SATELLITE: SATELLITE OBSERVATIONS - 1999 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5053 *********************************************************************** AI5053 DESIGNATION - BRIDGE AI5053 PID - AI5053 AI5053 STATE/COUNTY- CA/YOLO AI5053 USGS QUAD - ESPARTO (1993) AI5053 AI5053 *CURRENT SURVEY CONTROL AI5053 ___________________________________________________________________ AI5053* NAD 83(1998)- 38 42 41.39409(N) 122 02 50.18261(W) ADJUSTED AI5053* NAVD 88 - 64.21 (meters) 210.7 (feet) GPS OBS AI5053 ___________________________________________________________________ AI5053 EPOCH DATE - 1999.51 AI5053 X - -2,644,310.146 (meters) COMP AI5053 Y - -4,224,021.754 (meters) COMP AI5053 Z - 3,967,397.399 (meters) COMP AI5053 LAPLACE CORR- -3.40 (seconds) DEFLEC99 AI5053 ELLIP HEIGHT- 33.49 (meters) GPS OBS AI5053 GEOID HEIGHT- -30.66 (meters) GEOID99 AI5053 AI5053 HORZ ORDER - FIRST AI5053 ELLP ORDER - FOURTH CLASS I AI5053 AI5053.The horizontal coordinates were established by GPS observations AI5053.and adjusted by the National Geodetic Survey in May 2000. AI5053.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5053.DATUM ITEM on the data sheet items page. AI5053.The horizontal coordinates are valid at the epoch date displayed above. AI5053.The epoch date for horizontal control is a decimal equivalence AI5053.of Year/Month/Day. AI5053 AI5053.The orthometric height was determined by GPS observations and a AI5053.high-resolution geoid model using precise GPS observation and AI5053.processing techniques. AI5053 AI5053.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5053 AI5053.The Laplace correction was computed from DEFLEC99 derived deflections. AI5053 AI5053.The ellipsoidal height was determined by GPS observations AI5053.and is referenced to NAD 83. AI5053 AI5053.The geoid height was determined by GEOID99. AI5053 AI5053; North East Units Scale Converg. AI5053;SPC CA 2 - 615,983.191 1,995,888.601 MT 0.99993576 -0 01 47.3 AI5053;SPC CA 2 - 2,020,938.19 6,548,177.85 sFT 0.99993576 -0 01 47.3 AI5053;UTM 10 - 4,285,192.764 582,833.119 MT 0.99968449 +0 35 45.1 AI5053 AI5053 SUPERSEDED SURVEY CONTROL AI5053 AI5053.No superseded survey control is available for this station. AI5053 AI5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8283385193(NAD 83) AI5053_MARKER: DD = SURVEY DISK AI5053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5053_STAMPING: BRIDGE 1999 AI5053_MARK LOGO: CA-113 AI5053_PROJECTION: RECESSED 6 CENTIMETERS AI5053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5053+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5053_ROD/PIPE-DEPTH: 3.8 meters AI5053 AI5053 HISTORY - Date Condition Report By AI5053 HISTORY - 1999 MONUMENTED FRAME AI5053 HISTORY - 20020826 GOOD FRAME AI5053 AI5053 STATION DESCRIPTION AI5053 AI5053'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5053'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) WEST OF WOODLAND AND AI5053'ABOUT 0.3 MI (0.5 KM) NORTH OF THE TOWN OF CAPAY. TO REACH THE AI5053'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 505 AND STATE AI5053'HIGHWAY 16, ABOUT 0.5 MI (0.8 KM) EAST OF MADISON, GO WEST ON HIGHWAY AI5053'16 FOR ABOUT 3.0 MI (4.8 KM) WHERE HIGHWAY 16 TURNS NORTH TOWARDS THE AI5053'TOWN OF ESPARTO. TURN RIGHT AND GO NORTH AND THEN NORTHWESTERLY ON AI5053'HIGHWAY 16 FOR ABOUT 2.0 MI (3.2 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD AI5053'E4, ROAD 85. TURN RIGHT AND GO NORTH ON ROAD E4 FOR 0.3 MI (0.5 KM) AI5053'TO A BRIDGE OVER CACHE CREEK AND THE STATION ON THE RIGHT IMMEDIATELY AI5053'AFTER CROSSING THE BRIDGE. THE STATION IS A 2 1/2 IN YOLO COUNTY DISK AI5053'SET INSIDE AN ALUMINUM LOGO CAP. IT IS 16.7 M (54.8 FT) AI5053'SOUTH-SOUTHWEST OF A POWER POLE, 8.7 M (28.5 FT) EAST OF THE AI5053'CENTERLINE OF ROAD E4, 2.8 M (9.2 FT) NORTHWEST OF THE CORNER OF A AI5053'CHAIN LINK FENCE, 2.0 M (6.6 FT) SOUTHWEST OF A CARSONITE WITNESS POST AI5053'SET IN THE FENCELINE AND ABOUT 0.3 M (1.0 FT) LOWER THAN THE ROAD. AI5053 AI5053 STATION RECOVERY (2002) AI5053 AI5053'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5053'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE9863 *********************************************************************** AE9863 DESIGNATION - CALDWELL AE9863 PID - AE9863 AE9863 STATE/COUNTY- CA/YOLO AE9863 USGS QUAD - SAXON (1993) AE9863 AE9863 *CURRENT SURVEY CONTROL AE9863 ___________________________________________________________________ AE9863* NAD 83(1992)- 38 27 33.51036(N) 121 39 24.21020(W) ADJUSTED AE9863* NAVD 88 - 5.42 (meters) 17.8 (feet) GPS OBS AE9863 ___________________________________________________________________ AE9863 EPOCH DATE - 1997.30 AE9863 X - -2,624,595.623 (meters) COMP AE9863 Y - -4,256,770.483 (meters) COMP AE9863 Z - 3,945,477.210 (meters) COMP AE9863 LAPLACE CORR- 4.33 (seconds) DEFLEC99 AE9863 ELLIP HEIGHT- -25.97 (meters) GPS OBS AE9863 GEOID HEIGHT- -31.32 (meters) GEOID99 AE9863 AE9863 HORZ ORDER - FIRST AE9863 ELLP ORDER - FOURTH CLASS I AE9863 AE9863.The horizontal coordinates were established by GPS observations AE9863.and adjusted by the National Geodetic Survey in July 1998. AE9863.The horizontal coordinates are valid at the epoch date displayed above. AE9863.The epoch date for horizontal control is a decimal equivalence AE9863.of Year/Month/Day. AE9863 AE9863.The orthometric height was determined by GPS observations and a AE9863.high-resolution geoid model using precise GPS observation and AE9863.processing techniques. AE9863 AE9863.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9863 AE9863.The Laplace correction was computed from DEFLEC99 derived deflections. AE9863 AE9863.The ellipsoidal height was determined by GPS observations AE9863.and is referenced to NAD 83. AE9863 AE9863.The geoid height was determined by GEOID99. AE9863 AE9863; North East Units Scale Converg. AE9863;SPC CA 2 - 588,045.024 2,029,960.807 MT 0.99997382 +0 12 59.1 AE9863;SPC CA 2 - 1,929,277.72 6,659,963.08 sFT 0.99997382 +0 12 59.1 AE9863;UTM 10 - 4,257,632.803 617,199.042 MT 0.99976915 +0 50 08.0 AE9863 AE9863 SUPERSEDED SURVEY CONTROL AE9863 AE9863 NAD 83(1992)- 38 27 33.51002(N) 121 39 24.21059(W) AD(1997.30) 1 AE9863 ELLIP HT - -25.89 (m) GP(1997.30) 3 1 AE9863 AE9863.Superseded values are not recommended for survey control. AE9863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9863.See file dsdata.txt to determine how the superseded data were derived. AE9863 AE9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1719957633(NAD 83) AE9863_MARKER: DD = SURVEY DISK AE9863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9863_STAMPING: CALDWELL 1997 AE9863_MARK LOGO: BOR AE9863_PROJECTION: RECESSED 6 CENTIMETERS AE9863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE9863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9863+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE9863_ROD/PIPE-DEPTH: 3.1 meters AE9863 AE9863 HISTORY - Date Condition Report By AE9863 HISTORY - 1997 MONUMENTED BOR AE9863 HISTORY - 20020826 GOOD FRAME AE9863 AE9863 STATION DESCRIPTION AE9863 AE9863'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9863'THE STATION IS ABOUT 9 MI (14.5 KM) EAST OF DIXON AND ABOUT 7.5 MI AE9863'(12.1 KM) SOUTHEAST OF DAVIS. TO REACH THE STATION FROM THE AE9863'INTERSECTION OF INTERSTATE HIGHWAY 80 AND MACE BOULEVARD (ROAD 104) GO AE9863'SOUTH ON MACE BOULEVARD (ROAD 104) FOR ABOUT 4 MI (6.4 KM) TO A SIDE AE9863'ROAD RIGHT, TREMONT ROAD. CONTINUE SOUTH ON ROAD 104 FOR 0.5 MI (0.8 AE9863'KM) TO WHERE ROAD 104 MAKES A SHARP LEFT TURN. FOLLOW ROAD 104 FOR AE9863'0.1 MI (0.2 KM) TO WHERE ROAD 104 MAKES ANOTHER SHARP RIGHT TURN TO AE9863'THE SOUTH. CONTINUE SOUTH ON ROAD 104 FOR 3.0 MI (4.8 KM) TO A SIDE AE9863'ROAD LEFT, ROAD 38A. TURN LEFT AND GO EAST ON ROAD 38A FOR 1.0 MI AE9863'(1.6 KM) TO A SIDE ROAD LEFT, ROAD 105. TURN LEFT AND GO NORTH ON AE9863'ROAD 105 FOR 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT, ROAD 38. TURN AE9863'RIGHT AND GO EAST ON ROAD 38 FOR 1.0 MI (1.6 KM) TO THE END OF ROAD 38 AE9863'AND A SIDE ROAD LEFT, ROAD 106, AND THE STATION ON THE EAST SIDE OF AE9863'ROAD 106. THE STATION IS ABOUT 69 FT (21.0 M) NORTHEAST OF A AE9863'TELEPHONE POLE, 31 FT (9.4 M) NORTH OF THE EXTENDED CENTERLINE OF ROAD AE9863'38, 22 FT (6.7 M) EAST OF THE CENTERLINE OF ROAD 106, AND 2 FT (0.6 M) AE9863'WEST OF A WIRE FENCE AND A CARSONITE WITNESS POST. THE STATION WAS AE9863'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9863'GPS/VERTICAL PROJECT. AE9863 AE9863 STATION RECOVERY (2002) AE9863 AE9863'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AE9863'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5054 *********************************************************************** AI5054 DESIGNATION - CANAL AI5054 PID - AI5054 AI5054 STATE/COUNTY- CA/YOLO AI5054 USGS QUAD - MERRITT (1992) AI5054 AI5054 *CURRENT SURVEY CONTROL AI5054 ___________________________________________________________________ AI5054* NAD 83(1998)- 38 37 02.05327(N) 121 51 30.11469(W) ADJUSTED AI5054* NAVD 88 - 29.80 (meters) 97.8 (feet) GPS OBS AI5054 ___________________________________________________________________ AI5054 EPOCH DATE - 1999.51 AI5054 X - -2,633,805.183 (meters) COMP AI5054 Y - -4,238,246.751 (meters) COMP AI5054 Z - 3,959,205.277 (meters) COMP AI5054 LAPLACE CORR- 1.23 (seconds) DEFLEC99 AI5054 ELLIP HEIGHT- -1.27 (meters) GPS OBS AI5054 GEOID HEIGHT- -31.01 (meters) GEOID99 AI5054 AI5054 HORZ ORDER - FIRST AI5054 ELLP ORDER - FOURTH CLASS I AI5054 AI5054.The horizontal coordinates were established by GPS observations AI5054.and adjusted by the National Geodetic Survey in May 2000. AI5054.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5054.DATUM ITEM on the data sheet items page. AI5054.The horizontal coordinates are valid at the epoch date displayed above. AI5054.The epoch date for horizontal control is a decimal equivalence AI5054.of Year/Month/Day. AI5054 AI5054.The orthometric height was determined by GPS observations and a AI5054.high-resolution geoid model using precise GPS observation and AI5054.processing techniques. AI5054 AI5054.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5054 AI5054.The Laplace correction was computed from DEFLEC99 derived deflections. AI5054 AI5054.The ellipsoidal height was determined by GPS observations AI5054.and is referenced to NAD 83. AI5054 AI5054.The geoid height was determined by GEOID99. AI5054 AI5054; North East Units Scale Converg. AI5054;SPC CA 2 - 605,528.481 2,012,334.494 MT 0.99994774 +0 05 21.5 AI5054;SPC CA 2 - 1,986,638.02 6,602,134.09 sFT 0.99994774 +0 05 21.5 AI5054;UTM 10 - 4,274,920.383 599,388.029 MT 0.99972164 +0 42 45.2 AI5054 AI5054 SUPERSEDED SURVEY CONTROL AI5054 AI5054.No superseded survey control is available for this station. AI5054 AI5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9938874920(NAD 83) AI5054_MARKER: DD = SURVEY DISK AI5054_SETTING: 34 = CONCRETE CULVERT AI5054_STAMPING: CANAL 1999 AI5054_MARK LOGO: CA-113 AI5054_MAGNETIC: N = NO MAGNETIC MATERIAL AI5054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5054+STABILITY: SURFACE MOTION AI5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5054+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5054 AI5054 HISTORY - Date Condition Report By AI5054 HISTORY - 1999 MONUMENTED FRAME AI5054 HISTORY - 20020826 GOOD FRAME AI5054 AI5054 STATION DESCRIPTION AI5054 AI5054'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5054'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHWEST OF DAVIS AND AI5054'ABOUT 6 MI (9.7 KM) SOUTHWEST OF WOODLAND. TO REACH THE STATION FROM AI5054'THE INTERSECTION OF MAIN STREET, STATE HIGHWAY 16, AND COUNTY ROAD 98 AI5054'IN WOODLAND, GO SOUTH ON ROAD 98 FOR 4.0 MI (6.4 KM) TO THE AI5054'INTERSECTION OF COUNTY ROAD 27. TURN RIGHT AND GO WEST ON ROAD 27 FOR AI5054'3.0 MI (4.8 KM) TO THE INTERSECTION OF COUNTY ROAD 95. TURN LEFT AND AI5054'GO SOUTH ON ROAD 95 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. AI5054'THE STATION IS A 2 IN YOLO COUNTY DISK SET IN THE TOP OF A CONCRETE AI5054'CULVERT. IT IS 17.6 M (57.7 FT) NORTHEAST OF AND ACROSS THE ROAD FROM AI5054'A POWER POLE, 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 4.0 AI5054'M (13.1 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD ALONG THE NORTH AI5054'SIDE OF A CANAL, 1.1 M (3.6 FT) NORTH OF A CARSONITE WITNESS POST AND AI5054'0.3 M (1.0 FT) SOUTH OF THE NORTH END OF A 0.3 M (1.0 FT) BY 5.0 M AI5054'(16.4 FT) CONCRETE HEADWALL. AI5054 AI5054 STATION RECOVERY (2002) AI5054 AI5054'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5054'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4556 *********************************************************************** JS4556 DESIGNATION - CASTRO AZ MK RESET JS4556 PID - JS4556 JS4556 STATE/COUNTY- CA/YOLO JS4556 USGS QUAD - DAVIS (1992) JS4556 JS4556 *CURRENT SURVEY CONTROL JS4556 ___________________________________________________________________ JS4556* NAD 83(1998)- 38 33 50.77376(N) 121 38 37.80089(W) ADJUSTED JS4556* NAVD 88 - 5.27 (meters) 17.3 (feet) GPS OBS JS4556 ___________________________________________________________________ JS4556 EPOCH DATE - 1999.51 JS4556 X - -2,619,837.684 (meters) COMP JS4556 Y - -4,251,194.499 (meters) COMP JS4556 Z - 3,954,579.885 (meters) COMP JS4556 LAPLACE CORR- 2.17 (seconds) DEFLEC99 JS4556 ELLIP HEIGHT- -25.71 (meters) GPS OBS JS4556 GEOID HEIGHT- -30.94 (meters) GEOID99 JS4556 JS4556 HORZ ORDER - FIRST JS4556 ELLP ORDER - FOURTH CLASS I JS4556 JS4556.The horizontal coordinates were established by GPS observations JS4556.and adjusted by the National Geodetic Survey in May 2000. JS4556.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4556.DATUM ITEM on the data sheet items page. JS4556.The horizontal coordinates are valid at the epoch date displayed above. JS4556.The epoch date for horizontal control is a decimal equivalence JS4556.of Year/Month/Day. JS4556 JS4556.The orthometric height was determined by GPS observations and a JS4556.high-resolution geoid model using precise GPS observation and JS4556.processing techniques. JS4556 JS4556.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4556 JS4556.The Laplace correction was computed from DEFLEC99 derived deflections. JS4556 JS4556.The ellipsoidal height was determined by GPS observations JS4556.and is referenced to NAD 83. JS4556 JS4556.The geoid height was determined by GEOID99. JS4556 JS4556; North East Units Scale Converg. JS4556;SPC CA 2 - 599,681.787 2,031,040.371 MT 0.99995568 +0 13 28.4 JS4556;SPC CA 2 - 1,967,456.00 6,663,504.95 sFT 0.99995568 +0 13 28.4 JS4556;UTM 10 - 4,269,278.308 618,152.429 MT 0.99977191 +0 50 43.9 JS4556 JS4556: Primary Azimuth Mark Grid Az JS4556:SPC CA 2 - CASTRO 229 44 55.4 JS4556:UTM 10 - CASTRO 229 07 39.9 JS4556 JS4556|---------------------------------------------------------------------| JS4556| PID Reference Object Distance Geod. Az | JS4556| dddmmss.s | JS4556| JS4561 CASTRO 438.020 METERS 2295823.8 | JS4556| JS4560 CASTRO 2 353.606 METERS 23837 | JS4556|---------------------------------------------------------------------| JS4556 JS4556 SUPERSEDED SURVEY CONTROL JS4556 JS4556 NAD 83(1992)- 38 33 50.77326(N) 121 38 37.80004(W) AD(1997.30) 1 JS4556 ELLIP HT - -25.75 (m) GP(1997.30) 4 1 JS4556 NAD 83(1992)- 38 33 50.77291(N) 121 38 37.80042(W) AD(1997.30) 1 JS4556 ELLIP HT - -25.67 (m) GP(1997.30) 3 1 JS4556 NAD 83(1992)- 38 33 50.77058(N) 121 38 37.79702(W) AD(1991.35) 1 JS4556 ELLIP HT - -25.57 (m) GP(1991.35) 4 2 JS4556 NAD 83(1992)- 38 33 50.76456(N) 121 38 37.79987(W) AD(1991.35) 2 JS4556 NAD 83(1986)- 38 33 50.75448(N) 121 38 37.80560(W) AD(1984.00) 2 JS4556 NAD 27 - 38 33 51.09300(N) 121 38 33.94800(W) AD( ) 2 JS4556 JS4556.Superseded values are not recommended for survey control. JS4556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4556.See file dsdata.txt to determine how the superseded data were derived. JS4556 JS4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1815269278(NAD 83) JS4556_MARKER: DZ = AZIMUTH MARK DISK JS4556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4556_STAMPING: CASTRO 1939 RESET 1954 JS4556_MARK LOGO: CGS JS4556_MAGNETIC: N = NO MAGNETIC MATERIAL JS4556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4556+STABILITY: SURFACE MOTION JS4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4556+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS4556 JS4556 HISTORY - Date Condition Report By JS4556 HISTORY - 1954 MONUMENTED CGS JS4556 HISTORY - 19931227 GOOD CADT JS4556 HISTORY - 19970716 GOOD NGS JS4556 HISTORY - 19990719 GOOD FRAME JS4556 HISTORY - 20020826 GOOD FRAME JS4556 JS4556 STATION DESCRIPTION JS4556 JS4556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 JS4556'SEE STATION CASTRO JS4556 JS4556 STATION RECOVERY (1993) JS4556 JS4556'RECOVERY NOTE BY CALTRANS 1993 (JCB) JS4556'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS4556'STATION IS LOCATED ON THE SOUTH SIDE OF ROAD 32A NEAR THE WEST END OF JS4556'THE YOLO CAUSEWAY, ABOUT 9 MI (14.5 KM) WEST OF DOWNTOWN SACRAMENTO, 5 JS4556'MI (8.0 KM) EAST OF DAVIS AND 0.1 MI (0.2 KM) NORTH OF INTERSTATE JS4556'HIGHWAY 80. TO REACH THE STATION FROM THE U.S. HIGHWAY 50/HARBOR JS4556'BLVD INTERCHANGE IN WEST SACRAMENTO, GO WEST ON HIGHWAY 50 FOR 1.1 MI JS4556'(1.8 KM) TO THE JUNCTION WITH INTERSTATE HIGHWAY 80. CONTINUE WEST ON JS4556'INTERSTATE 80 FOR 4.0 MI (6.4 KM) TO THE FRONTAGE ROAD OFF-RAMP AT THE JS4556'WEST END OF THE YOLO CAUSEWAY. TAKE THE OFF-RAMP WEST AND NORTH FOR JS4556'0.2 MI (0.3 KM) TO A T-INTERSECTION WITH ROAD 32A. TURN LEFT AND GO JS4556'WEST ON ROAD 32A FOR ABOUT 450 FT (137.2 M) TO THE STATION ON THE JS4556'LEFT. THE STATION IS 435 FT (132.6 M) WEST OF THE CENTERLINE OF THE JS4556'INTERSTATE 80 ON AND OFF-RAMPS, 106.5 FT (32.5 M) EAST OF A POWERLINE JS4556'POLE, 97.3 FT (29.7 M) SOUTH OF THE CENTERLINE OF ROAD 32A, 3.0 FT JS4556'(0.9 M) NORTH OF A FENCE, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS JS4556'POST, ABOUT 8 FT (2.4 M) LOWER THAN ROAD 32A AND PROJECTS 0.2 FT (0.1 JS4556'M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA JS4556'HPGN DENSIFICATION SURVEY. JS4556 JS4556 STATION RECOVERY (1997) JS4556 JS4556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JDD) JS4556'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN JS4556'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS4556 JS4556 STATION RECOVERY (1999) JS4556 JS4556'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS4556'RECOVERED AS DESCRIBED. JS4556 JS4556 STATION RECOVERY (2002) JS4556 JS4556'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4556'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5055 *********************************************************************** AI5055 DESIGNATION - CHURCH AI5055 PID - AI5055 AI5055 STATE/COUNTY- CA/YOLO AI5055 USGS QUAD - WOODLAND (1981) AI5055 AI5055 *CURRENT SURVEY CONTROL AI5055 ___________________________________________________________________ AI5055* NAD 83(1998)- 38 39 48.00425(N) 121 48 09.05693(W) ADJUSTED AI5055* NAVD 88 - 24.13 (meters) 79.2 (feet) GPS OBS AI5055 ___________________________________________________________________ AI5055 EPOCH DATE - 1999.51 AI5055 X - -2,627,986.514 (meters) COMP AI5055 Y - -4,238,092.815 (meters) COMP AI5055 Z - 3,963,198.837 (meters) COMP AI5055 LAPLACE CORR- 2.31 (seconds) DEFLEC99 AI5055 ELLIP HEIGHT- -6.72 (meters) GPS OBS AI5055 GEOID HEIGHT- -30.78 (meters) GEOID99 AI5055 AI5055 HORZ ORDER - FIRST AI5055 ELLP ORDER - FOURTH CLASS I AI5055 AI5055.The horizontal coordinates were established by GPS observations AI5055.and adjusted by the National Geodetic Survey in May 2000. AI5055.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5055.DATUM ITEM on the data sheet items page. AI5055.The horizontal coordinates are valid at the epoch date displayed above. AI5055.The epoch date for horizontal control is a decimal equivalence AI5055.of Year/Month/Day. AI5055 AI5055.The orthometric height was determined by GPS observations and a AI5055.high-resolution geoid model using precise GPS observation and AI5055.processing techniques. AI5055 AI5055.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5055 AI5055.The Laplace correction was computed from DEFLEC99 derived deflections. AI5055 AI5055.The ellipsoidal height was determined by GPS observations AI5055.and is referenced to NAD 83. AI5055 AI5055.The geoid height was determined by GEOID99. AI5055 AI5055; North East Units Scale Converg. AI5055;SPC CA 2 - 610,654.479 2,017,187.100 MT 0.99994155 +0 07 28.2 AI5055;SPC CA 2 - 2,003,455.57 6,618,054.68 sFT 0.99994155 +0 07 28.2 AI5055;UTM 10 - 4,280,097.758 604,183.529 MT 0.99973366 +0 44 53.5 AI5055 AI5055 SUPERSEDED SURVEY CONTROL AI5055 AI5055.No superseded survey control is available for this station. AI5055 AI5055_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0418480098(NAD 83) AI5055_MARKER: DD = SURVEY DISK AI5055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5055_STAMPING: CHURCH 1999 AI5055_MARK LOGO: CA-113 AI5055_PROJECTION: RECESSED 6 CENTIMETERS AI5055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5055+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5055_ROD/PIPE-DEPTH: 7.3 meters AI5055 AI5055 HISTORY - Date Condition Report By AI5055 HISTORY - 1999 MONUMENTED FRAME AI5055 HISTORY - 20020826 GOOD FRAME AI5055 AI5055 STATION DESCRIPTION AI5055 AI5055'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5055'THE STATION IS LOCATED AT THE INTERSECTION OF GIBSON ROAD AND COUNTY AI5055'ROAD 98 IN SOUTHWEST WOODLAND. TO REACH THE STATION FROM THE AI5055'INTERSECTION OF EAST MAIN STREET, STATE HIGHWAY 16, AND COUNTY ROAD 98 AI5055'IN WEST WOODLAND, GO SOUTH ON ROAD 98 FOR 1.0 MI (1.6 KM) TO THE AI5055'INTERSECTION OF GIBSON ROAD AND THE STATION ON THE LEFT IN THE AI5055'NORTHEAST QUADRANT OF THE INTERSECTION ON THE PROPERTY OF THE WOODLAND AI5055'PRESBYTERIAN CHURCH. THE STATION IS A 2 1/2 IN YOLO COUNTY DISK SET AI5055'INSIDE AN ALUMINUM LOGO CAP. IT IS 18.3 M (60.0 FT) NORTH OF THE AI5055'CENTERLINE OF GIBSON ROAD, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF AI5055'ROAD 98, 6.6 M (21.7 FT) NORTHWEST OF A STOP SIGN, 5.3 M (17.4 FT) AI5055'SOUTHEAST OF A LIGHT POLE, 0.2 M (0.7 FT) NORTHEAST OF THE NORTHEAST AI5055'EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND 3 CM BELOW THE AI5055'LEVEL OF THE GRASS LAWN. AI5055 AI5055 STATION RECOVERY (2002) AI5055 AI5055'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5055'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5056 *********************************************************************** AI5056 DESIGNATION - CODY AI5056 PID - AI5056 AI5056 STATE/COUNTY- CA/YOLO AI5056 USGS QUAD - ELDORADO BEND (1973) AI5056 AI5056 *CURRENT SURVEY CONTROL AI5056 ___________________________________________________________________ AI5056* NAD 83(1998)- 38 47 30.59651(N) 121 46 29.01915(W) ADJUSTED AI5056* NAVD 88 - 12.80 (meters) 42.0 (feet) GPS OBS AI5056 ___________________________________________________________________ AI5056 EPOCH DATE - 1999.51 AI5056 X - -2,621,227.008 (meters) COMP AI5056 Y - -4,231,773.056 (meters) COMP AI5056 Z - 3,974,320.270 (meters) COMP AI5056 LAPLACE CORR- 2.22 (seconds) DEFLEC99 AI5056 ELLIP HEIGHT- -17.53 (meters) GPS OBS AI5056 GEOID HEIGHT- -30.27 (meters) GEOID99 AI5056 AI5056 HORZ ORDER - FIRST AI5056 ELLP ORDER - FOURTH CLASS I AI5056 AI5056.The horizontal coordinates were established by GPS observations AI5056.and adjusted by the National Geodetic Survey in May 2000. AI5056.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5056.DATUM ITEM on the data sheet items page. AI5056.The horizontal coordinates are valid at the epoch date displayed above. AI5056.The epoch date for horizontal control is a decimal equivalence AI5056.of Year/Month/Day. AI5056 AI5056.The orthometric height was determined by GPS observations and a AI5056.high-resolution geoid model using precise GPS observation and AI5056.processing techniques. AI5056 AI5056.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5056 AI5056.The Laplace correction was computed from DEFLEC99 derived deflections. AI5056 AI5056.The ellipsoidal height was determined by GPS observations AI5056.and is referenced to NAD 83. AI5056 AI5056.The geoid height was determined by GEOID99. AI5056 AI5056; North East Units Scale Converg. AI5056;SPC CA 2 - 624,923.705 2,019,570.159 MT 0.99992766 +0 08 31.3 AI5056;SPC CA 2 - 2,050,270.52 6,625,873.10 sFT 0.99992766 +0 08 31.3 AI5056;UTM 10 - 4,294,389.291 606,410.439 MT 0.99973943 +0 46 03.7 AI5056 AI5056 SUPERSEDED SURVEY CONTROL AI5056 AI5056.No superseded survey control is available for this station. AI5056 AI5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0641094389(NAD 83) AI5056_MARKER: DD = SURVEY DISK AI5056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5056_STAMPING: CODY 1999 AI5056_MARK LOGO: CA-113 AI5056_PROJECTION: RECESSED 7 CENTIMETERS AI5056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5056+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5056_ROD/PIPE-DEPTH: 6.1 meters AI5056 AI5056 HISTORY - Date Condition Report By AI5056 HISTORY - 1999 MONUMENTED FRAME AI5056 HISTORY - 20020826 GOOD FRAME AI5056 AI5056 STATION DESCRIPTION AI5056 AI5056'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5056'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF ZAMORA AND ABOUT AI5056'3 MI (4.8 KM) WEST OF KNIGHTS LANDING. TO REACH THE STATION FROM THE AI5056'INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E10, ROAD 13, IN AI5056'ZAMORA, GO EAST ON ROAD E10 FOR ABOUT 3.0 MI (4.8 KM) TO THE AI5056'INTERSECTION OF ROAD 97. CONTINUE EAST ON ROAD E10 FOR ABOUT 2.5 MI AI5056'(4.0 KM) TO THE END OF ROAD E10 AND THE INTERSECTION OF STATE HIGHWAY AI5056'113 AND COUNTY ROAD E11, ROAD 99E. TURN RIGHT AND GO SOUTH ON HIGHWAY AI5056'113 FOR ABOUT 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT JUST PAST A AI5056'LARGE MILLING AND STORAGE PLANT. THE STATION IS A 2 1/2 IN YOLO AI5056'COUNTY DISK SET INSIDE AN ALUMINUM LOGO CAP. IT IS ABOUT 40 M (131.2 AI5056'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CORRUGATED AI5056'METAL BUILDING, 21.4 M (70.2 FT) WEST-SOUTHWEST OF AND ACROSS HIGHWAY AI5056'113 FROM A POWER POLE WITH TRANSFORMER, 10.5 M (34.4 FT) WEST OF THE AI5056'CENTERLINE OF THE HIGHWAY AND 0.8 M (2.6 FT) EAST OF A CARSONITE AI5056'WITNESS POST. AI5056 AI5056 STATION RECOVERY (2002) AI5056 AI5056'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5056'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5057 *********************************************************************** AI5057 DESIGNATION - CONAWAY AI5057 PID - AI5057 AI5057 STATE/COUNTY- CA/YOLO AI5057 USGS QUAD - DAVIS (1992) AI5057 AI5057 *CURRENT SURVEY CONTROL AI5057 ___________________________________________________________________ AI5057* NAD 83(1998)- 38 37 05.49363(N) 121 38 40.42704(W) ADJUSTED AI5057* NAVD 88 - 7.72 (meters) 25.3 (feet) GPS OBS AI5057 ___________________________________________________________________ AI5057 EPOCH DATE - 1999.51 AI5057 X - -2,617,927.959 (meters) COMP AI5057 Y - -4,247,974.506 (meters) COMP AI5057 Z - 3,959,274.534 (meters) COMP AI5057 LAPLACE CORR- 1.52 (seconds) DEFLEC99 AI5057 ELLIP HEIGHT- -23.11 (meters) GPS OBS AI5057 GEOID HEIGHT- -30.77 (meters) GEOID99 AI5057 AI5057 HORZ ORDER - FIRST AI5057 ELLP ORDER - FOURTH CLASS I AI5057 AI5057.The horizontal coordinates were established by GPS observations AI5057.and adjusted by the National Geodetic Survey in May 2000. AI5057.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5057.DATUM ITEM on the data sheet items page. AI5057.The horizontal coordinates are valid at the epoch date displayed above. AI5057.The epoch date for horizontal control is a decimal equivalence AI5057.of Year/Month/Day. AI5057 AI5057.The orthometric height was determined by GPS observations and a AI5057.high-resolution geoid model using precise GPS observation and AI5057.processing techniques. AI5057 AI5057.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5057 AI5057.The Laplace correction was computed from DEFLEC99 derived deflections. AI5057 AI5057.The ellipsoidal height was determined by GPS observations AI5057.and is referenced to NAD 83. AI5057 AI5057.The geoid height was determined by GEOID99. AI5057 AI5057; North East Units Scale Converg. AI5057;SPC CA 2 - 605,685.480 2,030,953.313 MT 0.99994761 +0 13 26.7 AI5057;SPC CA 2 - 1,987,153.11 6,663,219.33 sFT 0.99994761 +0 13 26.7 AI5057;UTM 10 - 4,275,279.624 618,000.285 MT 0.99977147 +0 50 45.8 AI5057 AI5057 SUPERSEDED SURVEY CONTROL AI5057 AI5057.No superseded survey control is available for this station. AI5057 AI5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1800075280(NAD 83) AI5057_MARKER: DD = SURVEY DISK AI5057_SETTING: 34 = LARGE CONCRETE ABUTMENT AI5057_STAMPING: CONAWAY 1999 AI5057_MARK LOGO: CA-113 AI5057_MAGNETIC: N = NO MAGNETIC MATERIAL AI5057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5057+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5057 AI5057 HISTORY - Date Condition Report By AI5057 HISTORY - 1999 MONUMENTED FRAME AI5057 HISTORY - 20020826 GOOD FRAME AI5057 AI5057 STATION DESCRIPTION AI5057 AI5057'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5057'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) EAST OF DAVIS AND ABOUT 7 AI5057'MI (11.3 KM) SOUTHEAST OF WOODLAND ALONG THE WEST SIDE OF THE YOLO AI5057'BYPASS ON THE PROPERTY OF THE CONAWAY RANCH. TO REACH THE STATION AI5057'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD AI5057'102, ABOUT 2 MI (3.2 KM) EAST OF WOODLAND, GO SOUTH ON ROAD E8 FOR AI5057'ABOUT 1.8 MI (2.9 KM) TO A SIDE ROAD LEFT, ROAD 25. TURN LEFT AND GO AI5057'EAST ON ROAD 25 FOR ABOUT 3.5 MI (5.6 KM) TO THE END OF ROAD 25, ON AI5057'CONAWAY RANCH PROPERTY, AND THE LEVEE ON THE WEST SIDE OF THE YOLO AI5057'BYPASS. TURN RIGHT AND GO SOUTHEAST ON THE LEVEE ROAD FOR ABOUT 2.35 AI5057'MI (3.78 KM) TO A DIRT SIDE ROAD LEFT, IMMEDIATELY PAST TWO DIRT SIDE AI5057'ROADS RIGHT. TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD AND OFF THE AI5057'LEVEE FOR ABOUT 50 M (164.0 FT) TO THE STATION ON THE LEFT. THE AI5057'STATION IS SET IN THE TOP OF A LARGE CONCRETE HEADWALL. IT IS ABOUT AI5057'53 M (173.9 FT) NORTHEAST OF THE CENTERLINE OF THE LEVEE ROAD, 5.1 M AI5057'(16.7 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD, 1.0 M (3.3 FT) AI5057'EAST OF A CARSONITE WITNESS POST, 0.6 M (2.0 FT) EAST OF AN ANGLE IN AI5057'THE HEADWALL AND 0.45 M (1.48 FT) WEST OF THE WEST SIDE OF A METAL AI5057'WALKWAY. AI5057 AI5057 STATION RECOVERY (2002) AI5057 AI5057'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5057'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5058 *********************************************************************** AI5058 DESIGNATION - COTTON AI5058 PID - AI5058 AI5058 STATE/COUNTY- CA/YOLO AI5058 USGS QUAD - ESPARTO (1993) AI5058 AI5058 *CURRENT SURVEY CONTROL AI5058 ___________________________________________________________________ AI5058* NAD 83(1998)- 38 38 20.24325(N) 122 02 08.12135(W) ADJUSTED AI5058* NAVD 88 - 91.51 (meters) 300.2 (feet) GPS OBS AI5058 ___________________________________________________________________ AI5058 EPOCH DATE - 1999.51 AI5058 X - -2,646,129.338 (meters) COMP AI5058 Y - -4,228,844.832 (meters) COMP AI5058 Z - 3,961,127.479 (meters) COMP AI5058 LAPLACE CORR- -5.11 (seconds) DEFLEC99 AI5058 ELLIP HEIGHT- 60.65 (meters) GPS OBS AI5058 GEOID HEIGHT- -30.80 (meters) GEOID99 AI5058 AI5058 HORZ ORDER - FIRST AI5058 ELLP ORDER - FOURTH CLASS I AI5058 AI5058.The horizontal coordinates were established by GPS observations AI5058.and adjusted by the National Geodetic Survey in May 2000. AI5058.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5058.DATUM ITEM on the data sheet items page. AI5058.The horizontal coordinates are valid at the epoch date displayed above. AI5058.The epoch date for horizontal control is a decimal equivalence AI5058.of Year/Month/Day. AI5058 AI5058.The orthometric height was determined by GPS observations and a AI5058.high-resolution geoid model using precise GPS observation and AI5058.processing techniques. AI5058 AI5058.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5058 AI5058.The Laplace correction was computed from DEFLEC99 derived deflections. AI5058 AI5058.The ellipsoidal height was determined by GPS observations AI5058.and is referenced to NAD 83. AI5058 AI5058.The geoid height was determined by GEOID99. AI5058 AI5058; North East Units Scale Converg. AI5058;SPC CA 2 - 607,930.386 1,996,901.595 MT 0.99994474 -0 01 20.8 AI5058;SPC CA 2 - 1,994,518.27 6,551,501.32 sFT 0.99994474 -0 01 20.8 AI5058;UTM 10 - 4,277,153.537 583,933.637 MT 0.99968675 +0 36 08.0 AI5058 AI5058 SUPERSEDED SURVEY CONTROL AI5058 AI5058.No superseded survey control is available for this station. AI5058 AI5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8393477154(NAD 83) AI5058_MARKER: DD = SURVEY DISK AI5058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI5058_STAMPING: COTTON 1999 AI5058_MARK LOGO: CA-113 AI5058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5058+STABILITY: SURFACE MOTION AI5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5058+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5058 AI5058 HISTORY - Date Condition Report By AI5058 HISTORY - 1999 MONUMENTED FRAME AI5058 HISTORY - 20020826 GOOD FRAME AI5058 AI5058 STATION DESCRIPTION AI5058 AI5058'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5058'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH-SOUTHWEST OF AI5058'WOODLAND, 9 MI (14.5 KM) NORTH-NORTHWEST OF WINTERS AND ABOUT 5 MI AI5058'(8.0 KM) SOUTHWEST OF MADISON. TO REACH THE STATION FROM THE AI5058'INTERSECTION OF INTERSTATE HIGHWAY 505 AND ROAD 27, ABOUT 4 MI (6.4 AI5058'KM) SOUTH OF MADISON, GO WEST ON ROAD 27 FOR 1.0 MI (1.6 KM) TO THE AI5058'INTERSECTION OF ROAD 89. TURN RIGHT AND GO NORTH ON ROAD 89 FOR 1.0 AI5058'MI (1.6 KM) TO THE INTERSECTION OF ROAD 26. TURN LEFT AND GO WEST ON AI5058'ROAD 26 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF ROAD 87. CONTINUE AI5058'WEST AND THEN NORTHWEST ON ROAD 26 TO A GATE AT THE END OF THE COUNTY AI5058'MAINTAINED ROAD AND THE STATION ON THE RIGHT. THE STATION IS A 2 1/2 AI5058'IN YOLO COUNTY DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT. IT AI5058'IS 5.3 M (17.4 FT) NORTHEAST OF THE CENTERLINE OF ROAD 26, 4.0 M (13.1 AI5058'FT) EAST OF THE NORTHEAST GATE POST. 3.0 M (9.8 FT) SOUTHEAST OF A AI5058'FENCE, 2.8 M (9.2 FT) SOUTHEAST OF A CARSONITE WITNESS POST, 2.0 M AI5058'(6.6 FT) SOUTHEAST OF A ROAD END SIGN ABD 1.7 M (5.6 FT) SOUTHWEST OF AI5058'ANOTHER FENCE LINE. AI5058 AI5058 STATION RECOVERY (2002) AI5058 AI5058'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5058'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5059 *********************************************************************** AI5059 DESIGNATION - COY DUMP AI5059 PID - AI5059 AI5059 STATE/COUNTY- CA/YOLO AI5059 USGS QUAD - DAVIS (1992) AI5059 AI5059 *CURRENT SURVEY CONTROL AI5059 ___________________________________________________________________ AI5059* NAD 83(1998)- 38 35 28.04996(N) 121 41 31.83336(W) ADJUSTED AI5059* NAVD 88 - 8.56 (meters) 28.1 (feet) GPS OBS AI5059 ___________________________________________________________________ AI5059 EPOCH DATE - 1999.51 AI5059 X - -2,622,442.337 (meters) COMP AI5059 Y - -4,247,393.216 (meters) COMP AI5059 Z - 3,956,926.875 (meters) COMP AI5059 LAPLACE CORR- 2.37 (seconds) DEFLEC99 AI5059 ELLIP HEIGHT- -22.41 (meters) GPS OBS AI5059 GEOID HEIGHT- -30.91 (meters) GEOID99 AI5059 AI5059 HORZ ORDER - FIRST AI5059 ELLP ORDER - FOURTH CLASS I AI5059 AI5059.The horizontal coordinates were established by GPS observations AI5059.and adjusted by the National Geodetic Survey in May 2000. AI5059.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5059.DATUM ITEM on the data sheet items page. AI5059.The horizontal coordinates are valid at the epoch date displayed above. AI5059.The epoch date for horizontal control is a decimal equivalence AI5059.of Year/Month/Day. AI5059 AI5059.The orthometric height was determined by GPS observations and a AI5059.high-resolution geoid model using precise GPS observation and AI5059.processing techniques. AI5059 AI5059.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5059 AI5059.The Laplace correction was computed from DEFLEC99 derived deflections. AI5059 AI5059.The ellipsoidal height was determined by GPS observations AI5059.and is referenced to NAD 83. AI5059 AI5059.The geoid height was determined by GEOID99. AI5059 AI5059; North East Units Scale Converg. AI5059;SPC CA 2 - 602,665.790 2,026,817.129 MT 0.99995154 +0 11 38.7 AI5059;SPC CA 2 - 1,977,246.01 6,649,649.20 sFT 0.99995154 +0 11 38.7 AI5059;UTM 10 - 4,272,215.783 613,897.874 MT 0.99975975 +0 48 57.1 AI5059 AI5059 SUPERSEDED SURVEY CONTROL AI5059 AI5059.No superseded survey control is available for this station. AI5059 AI5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1389872216(NAD 83) AI5059_MARKER: DD = SURVEY DISK AI5059_SETTING: 37 = LARGE RETAINING WALL AI5059_STAMPING: COY DUMP AI5059_MARK LOGO: CA-113 AI5059_MAGNETIC: N = NO MAGNETIC MATERIAL AI5059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5059+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5059 AI5059 HISTORY - Date Condition Report By AI5059 HISTORY - 1999 MONUMENTED LOCENG AI5059 HISTORY - 20020826 GOOD FRAME AI5059 AI5059 STATION DESCRIPTION AI5059 AI5059'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 AI5059'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF WOODLAND AI5059'AND ABOUT 4 MI (6.4 KM) NORTHEAST OF DAVIS AT THE COUNTY OF YOLO AI5059'LANDFILL. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE AI5059'HIGHWAY 80 AND MACE BOULEVARD IN EASTERN DAVIS, GO NORTH ON MACE AI5059'BOULEVARD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF ROAD 32A. TURN AI5059'RIGHT AND GO EAST ON ROAD 32A FOR 1.1 MI (1.8 KM) TO A SIDE ROAD LEFT, AI5059'ROAD 105. TURN LEFT AND GO NORTH ON ROAD 105, FOR 2.2 MI (3.5 KM) TO AI5059'THE END OF ROAD 105 AND A SIDE ROAD LEFT, ROAD 28H, ON THE NORTH SIDE AI5059'OF WILLOW SLOUGH BYPASS. TURN LEFT AND GO WEST ON ROAD 28H FOR 0.9 MI AI5059'(1.4 KM) TO THE ENTRANCE TO THE YOLO COUNTY LANDFILL ON THE RIGHT. AI5059'TURN RIGHT AND GO NORTH INTO THE LANDFILL COMPOUND FOR ABOUT 30 M AI5059'(98.4 FT) TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO WEST FOR ABOUT AI5059'50 M (164.0 FT) TO THE STATION ON THE RIGHT. THE STATION IS A 2 1/4 AI5059'IN BRONZE DISK SET IN THE TOP OF THE WEST END OF A CONCRETE RETAINING AI5059'WALL AT THE END OF A PAVED MATERIALS STORAGE AREA, ABOUT 55 M (180.4 AI5059'FT) WEST OF THE CENTERLINE OF THE LANDFILL ENTRANCE ROAD, ABOUT 54 M AI5059'(177.2 FT) NORTH OF A CHAIN LINK FENCE, ABOUT 26.5 M (86.9 FT) AI5059'SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL WAREHOUSE BUILDING AND AI5059'14.6 M (47.9 FT) NORTH OF THE CENTERLINE OF THE PAVED ROAD. AI5059 AI5059 STATION RECOVERY (2002) AI5059 AI5059'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5059'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5060 *********************************************************************** AI5060 DESIGNATION - CVAP 02 AI5060 PID - AI5060 AI5060 STATE/COUNTY- CA/YOLO AI5060 USGS QUAD - ELDORADO BEND (1973) AI5060 AI5060 *CURRENT SURVEY CONTROL AI5060 ___________________________________________________________________ AI5060* NAD 83(1998)- 38 50 19.76266(N) 121 50 39.17505(W) ADJUSTED AI5060* NAVD 88 - 8.05 (meters) 26.4 (feet) GPS OBS AI5060 ___________________________________________________________________ AI5060 EPOCH DATE - 1999.51 AI5060 X - -2,624,630.244 (meters) COMP AI5060 Y - -4,225,810.234 (meters) COMP AI5060 Z - 3,978,381.887 (meters) COMP AI5060 LAPLACE CORR- 2.87 (seconds) DEFLEC99 AI5060 ELLIP HEIGHT- -22.20 (meters) GPS OBS AI5060 GEOID HEIGHT- -30.18 (meters) GEOID99 AI5060 AI5060 HORZ ORDER - FIRST AI5060 ELLP ORDER - FOURTH CLASS I AI5060 AI5060.The horizontal coordinates were established by GPS observations AI5060.and adjusted by the National Geodetic Survey in May 2000. AI5060.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5060.DATUM ITEM on the data sheet items page. AI5060.The horizontal coordinates are valid at the epoch date displayed above. AI5060.The epoch date for horizontal control is a decimal equivalence AI5060.of Year/Month/Day. AI5060 AI5060.The orthometric height was determined by GPS observations and a AI5060.high-resolution geoid model using precise GPS observation and AI5060.processing techniques. AI5060 AI5060.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5060 AI5060.The Laplace correction was computed from DEFLEC99 derived deflections. AI5060 AI5060.The ellipsoidal height was determined by GPS observations AI5060.and is referenced to NAD 83. AI5060 AI5060.The geoid height was determined by GEOID99. AI5060 AI5060; North East Units Scale Converg. AI5060;SPC CA 2 - 630,127.172 2,013,524.595 MT 0.99992383 +0 05 53.6 AI5060;SPC CA 2 - 2,067,342.23 6,606,038.61 sFT 0.99992383 +0 05 53.6 AI5060;UTM 10 - 4,299,525.380 600,309.554 MT 0.99972390 +0 43 29.6 AI5060 AI5060 SUPERSEDED SURVEY CONTROL AI5060 AI5060.No superseded survey control is available for this station. AI5060 AI5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0031099525(NAD 83) AI5060_MARKER: DD = SURVEY DISK AI5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI5060_STAMPING: CVAP 02 USGS 1987 AI5060_MARK LOGO: USGS AI5060_MAGNETIC: N = NO MAGNETIC MATERIAL AI5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5060+STABILITY: SURFACE MOTION AI5060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5060+SATELLITE: SATELLITE OBSERVATIONS - 1987 AI5060 AI5060 HISTORY - Date Condition Report By AI5060 HISTORY - 1987 MONUMENTED USGS AI5060 HISTORY - 20020826 GOOD FRAME AI5060 AI5060 STATION DESCRIPTION AI5060 AI5060'DESCRIBED BY US GEOLOGICAL SURVEY 1987 (MEI) AI5060'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHWEST OF KNIGHTS AI5060'LANDING, ABOUT 4 MI (6.4 KM) NORTHEASY OF ZAMORA, ALONG THE NORTHEAST AI5060'SIDE OF THE COLUSA BASIN DRAINAGE CANAL. TO REACH THE STATION FROM AI5060'THE INTERSECTION OF STATE HIGHWAY 113 AND STATE HIGHWAY 45 WHERE IT AI5060'BEGINS IN KNIGHTS LANDING, GO NORTHWESTERLY ON HIGHWAY 45 FOR ABOUT AI5060'6.0 MI (9.7 KM) TO A SIDE ROAD LEFT, COUNTY ROAD E11, ROAD 98A. AI5060'CONTINUE NORTHWESTERLY ON HIGHWAY 45 FOR ABOUT 4.0 MI (6.4 KM) TO A AI5060'PAVED SIDE ROAD LEFT, ROAD 95B, WHERE HIGHWAY 45 MAKES A 90 DEGREE AI5060'TURN TO THE NORTH. TURN LEFT AND GO SOUTH ON ROAD 95B FOR 3.05 MI AI5060'(4.91 KM) TO THE END OF ROAD 95B JUST BEFORE REACHING THE DRAINIGE AI5060'CANAL LEVEE AND THE STATION ON THE RIGHT. THE STATION IS A STANDARD AI5060'USGS DISK. IT IS 16.2 M (53.1 FT) NORTH OF THE CENTERLINE OF A DIRT AI5060'ROAD AT THE BASE OF THE LEVEE, 14.2 M (46.6 FT) WEST OF THE CENTERLINE AI5060'OF ROAD 95B, 8.9 M (29.2 FT) SOUTHEAST OF A ROAD END SIGN, 6.3 M (20.7 AI5060'FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AI5060'CORNER (THE FENCE SURROUNDS A SMALL BUILDING) AND 0.8 M (2.6 FT) EAST AI5060'OF A CARSONITE WITNESS POST. AI5060 AI5060 STATION RECOVERY (2002) AI5060 AI5060'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5060'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4617 *********************************************************************** 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 59.46299(N) 121 47 14.17500(W) ADJUSTED JS4617* NAVD 88 - 19.44 (meters) 63.8 (feet) GPS OBS JS4617 ___________________________________________________________________ JS4617 EPOCH DATE - 1999.51 JS4617 X - -2,631,604.544 (meters) COMP JS4617 Y - -4,246,449.855 (meters) COMP JS4617 Z - 3,951,904.190 (meters) COMP JS4617 LAPLACE CORR- 2.02 (seconds) DEFLEC99 JS4617 ELLIP HEIGHT- -11.87 (meters) GPS OBS JS4617 GEOID HEIGHT- -31.25 (meters) GEOID99 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 May 2000. 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. 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 GEOID99. JS4617 JS4617; North East Units Scale Converg. JS4617;SPC CA 2 - 596,210.518 2,018,547.690 MT 0.99996069 +0 08 02.8 JS4617;SPC CA 2 - 1,956,067.34 6,622,518.55 sFT 0.99996069 +0 08 02.8 JS4617;UTM 10 - 4,265,672.536 605,700.655 MT 0.99973759 +0 45 20.0 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(1992)- 38 31 59.45991(N) 121 47 14.17067(W) AD(1991.35) 1 JS4617 ELLIP HT - -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 HT - -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 HT - -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 NGVD 29 - 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_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 19, 1999 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 - 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 FRAME SURVEYING AND MAPPING 2002 (JHF) JS4617'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4829 *********************************************************************** JS4829 DESIGNATION - DAVIS 1 RESET JS4829 PID - JS4829 JS4829 STATE/COUNTY- CA/YOLO JS4829 USGS QUAD - DAVIS (1992) JS4829 JS4829 *CURRENT SURVEY CONTROL JS4829 ___________________________________________________________________ JS4829* NAD 83(1986)- 38 32 39. (N) 121 44 39. (W) SCALED JS4829* NAVD 88 - 15.54 (meters) 51.0 (feet) RESET JS4829 ___________________________________________________________________ JS4829 GEOID HEIGHT- -31.15 (meters) GEOID99 JS4829 JS4829 VERT ORDER - THIRD JS4829 JS4829.The horizontal coordinates were scaled from a topographic map and have JS4829.an estimated accuracy of +/- 6 seconds. JS4829 JS4829.The orthometric height was computed from unverified reset data. JS4829.No vertical observational check was made to the station. JS4829 JS4829.The geoid height was determined by GEOID99. JS4829 JS4829; North East Units Estimated Accuracy JS4829;SPC CA 2 - 597,440. 2,022,300. MT (+/- 180 meters Scaled) JS4829 JS4829 SUPERSEDED SURVEY CONTROL JS4829 JS4829 NGVD 29 - 14.76 (m) 48.4 (f) RESET 3 JS4829 JS4829.Superseded values are not recommended for survey control. JS4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4829.See file dsdata.txt to determine how the superseded data were derived. JS4829 JS4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH094669(NAD 83) JS4829_MARKER: I = METAL ROD JS4829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JS4829_STAMPING: DAVIS 1 RESET 1989 JS4829_MARK LOGO: NGS JS4829_PROJECTION: RECESSED 5 CENTIMETERS JS4829_MAGNETIC: N = NO MAGNETIC MATERIAL JS4829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4829_ROD/PIPE-DEPTH: 6.1 meters JS4829 JS4829 HISTORY - Date Condition Report By JS4829 HISTORY - 1989 MONUMENTED NGS JS4829 HISTORY - 19940531 GOOD LOCENG JS4829 JS4829 STATION DESCRIPTION JS4829 JS4829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 JS4829'IN DAVIS AT THE INTERSECTION OF B AND 3RD STREETS, AT THE SOUTHWEST JS4829'CORNER OF THE MUNICIPAL PARKING LOT, 21.1 M (69.2 FT) NORTH OF THE JS4829'CENTERLINE OF 3RD STREET, 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF B JS4829'STREET, 4.0 M (13.1 FT) NORTH OF A 24-INCH SYCAMORE TREE, AND 0.7 M JS4829'(2.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK. ACCESS--TO THE DATUM JS4829'POINT IS THROUGH A 5-INCH LOGO CAP. JS4829 JS4829 STATION RECOVERY (1994) JS4829 JS4829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RB) JS4829'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5061 *********************************************************************** 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 31.04389(N) 121 54 52.46119(W) ADJUSTED AI5061* NAVD 88 - 12.99 (meters) 42.6 (feet) GPS OBS AI5061 ___________________________________________________________________ AI5061 EPOCH DATE - 1999.51 AI5061 X - -2,626,634.143 (meters) COMP AI5061 Y - -4,217,472.852 (meters) COMP AI5061 Z - 3,985,857.306 (meters) COMP AI5061 LAPLACE CORR- 3.87 (seconds) DEFLEC99 AI5061 ELLIP HEIGHT- -17.08 (meters) GPS OBS AI5061 GEOID HEIGHT- -29.99 (meters) GEOID99 AI5061 AI5061 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5061 AI5061; North East Units Scale Converg. AI5061;SPC CA 2 - 639,717.285 2,007,407.444 MT 0.99991852 +0 03 13.9 AI5061;SPC CA 2 - 2,098,805.79 6,585,969.26 sFT 0.99991852 +0 03 13.9 AI5061;UTM 10 - 4,309,045.983 594,089.025 MT 0.99970901 +0 40 55.3 AI5061 AI5061 SUPERSEDED SURVEY CONTROL AI5061 AI5061.No superseded survey control is available for this station. AI5061 AI5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9408909046(NAD 83) AI5061_MARKER: DD = SURVEY DISK AI5061_SETTING: 38 = 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 - 1999 AI5061 AI5061 HISTORY - Date Condition Report By AI5061 HISTORY - 1999 MONUMENTED FRAME AI5061 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2238 *********************************************************************** JS2238 DESIGNATION - DUFOUR JS2238 PID - JS2238 JS2238 STATE/COUNTY- CA/YOLO JS2238 USGS QUAD - ELDORADO BEND (1973) JS2238 JS2238 *CURRENT SURVEY CONTROL JS2238 ___________________________________________________________________ JS2238* NAD 83(1998)- 38 45 48.09454(N) 121 50 39.06703(W) ADJUSTED JS2238* NAVD 88 - 20.31 (meters) 66.6 (feet) GPS OBS JS2238 ___________________________________________________________________ JS2238 EPOCH DATE - 1999.51 JS2238 X - -2,627,402.582 (meters) COMP JS2238 Y - -4,230,278.806 (meters) COMP JS2238 Z - 3,971,860.750 (meters) COMP JS2238 LAPLACE CORR- 2.42 (seconds) DEFLEC99 JS2238 ELLIP HEIGHT- -10.22 (meters) GPS OBS JS2238 GEOID HEIGHT- -30.46 (meters) GEOID99 JS2238 JS2238 HORZ ORDER - FIRST JS2238 VERT ORDER - FIRST CLASS II (See Below) JS2238 ELLP ORDER - FOURTH CLASS I JS2238 JS2238.The horizontal coordinates were established by GPS observations JS2238.and adjusted by the National Geodetic Survey in May 2000. JS2238.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2238.DATUM ITEM on the data sheet items page. JS2238.The horizontal coordinates are valid at the epoch date displayed above. JS2238.The epoch date for horizontal control is a decimal equivalence JS2238.of Year/Month/Day. JS2238 JS2238.The orthometric height was determined by GPS observations and a JS2238.high-resolution geoid model using precise GPS observation and JS2238.processing techniques. JS2238.The vertical order pertains to the superseded datum. JS2238 JS2238.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2238 JS2238.The Laplace correction was computed from DEFLEC99 derived deflections. JS2238 JS2238.The ellipsoidal height was determined by GPS observations JS2238.and is referenced to NAD 83. JS2238 JS2238.The geoid height was determined by GEOID99. JS2238 JS2238; North East Units Scale Converg. JS2238;SPC CA 2 - 621,750.485 2,013,541.563 MT 0.99993031 +0 05 53.7 JS2238;SPC CA 2 - 2,039,859.72 6,606,094.28 sFT 0.99993031 +0 05 53.7 JS2238;UTM 10 - 4,291,151.079 600,418.030 MT 0.99972417 +0 43 25.4 JS2238 JS2238: Primary Azimuth Mark Grid Az JS2238:SPC CA 2 - DUFOUR AZ MK 321 01 03.3 JS2238:UTM 10 - DUFOUR AZ MK 320 23 31.6 JS2238 JS2238|---------------------------------------------------------------------| JS2238| PID Reference Object Distance Geod. Az | JS2238| dddmmss.s | JS2238| JS2237 DUFOUR RM 1 21.021 METERS 14104 | JS2238| JS2239 DUFOUR RM 2 19.255 METERS 32034 | JS2238| DB3536 DUFOUR AZ MK 3210657.0 | JS2238|---------------------------------------------------------------------| JS2238 JS2238 SUPERSEDED SURVEY CONTROL JS2238 JS2238 NAD 83(1992)- 38 45 48.09089(N) 121 50 39.06136(W) AD(1991.35) 2 JS2238 NAD 83(1986)- 38 45 48.08253(N) 121 50 39.06244(W) AD(1984.00) 2 JS2238 NAD 27 - 38 45 48.42680(N) 121 50 35.18710(W) AD( ) 2 JS2238 NGVD 29 - 20.802 (m) 68.25 (f) ADJ UNCH 1 2 JS2238 JS2238.Superseded values are not recommended for survey control. JS2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2238.See file dsdata.txt to determine how the superseded data were derived. JS2238 JS2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0041891151(NAD 83) JS2238_MARKER: DS = TRIANGULATION STATION DISK JS2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2238_STAMPING: DUFOUR 1959 JS2238_MARK LOGO: CGS JS2238_MAGNETIC: N = NO MAGNETIC MATERIAL JS2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2238+STABILITY: SURFACE MOTION JS2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2238+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2238 JS2238 HISTORY - Date Condition Report By JS2238 HISTORY - 1959 MONUMENTED CGS JS2238 HISTORY - 1967 SEE DESCRIPTION CGS JS2238 HISTORY - 1967 GOOD NGS JS2238 HISTORY - 1970 SEE DESCRIPTION NGS JS2238 HISTORY - 19990719 GOOD FRAME JS2238 HISTORY - 20020826 GOOD FRAME JS2238 JS2238 STATION DESCRIPTION JS2238 JS2238'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) JS2238'THE STATION IS LOCATED ALONG THE NORTHEAST SIDE OF THE SOUTHERN JS2238'PACIFIC RAILROAD AND U.S. HIGHWAY 99. IT IS, AIRLINE, ABOUT 3 JS2238'MILES SOUTHEAST OF ZAMORA AND 3 MILES NORTHWEST OF YOLO. JS2238' JS2238'TO REACH FROM THE BANK OF AMERICA IN WOODLAND, GO WEST ON THE JS2238'MAIN STREET FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 16 JS2238'AND U.S. HIGHWAY 99. TURN RIGHT AND GO NORTH AND NORTHWEST ON JS2238'U.S. HIGHWAY 99 FOR 6.6 MILES TO A CROSSROAD, COUNTY ROAD 96, JS2238'JUST SOUTH OF THE DUFOUR GRAIN ELEVATOR AND WAREHOUSE. CONTINUE JS2238'NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO A SIDE ROAD RIGHT. JS2238'TURN RIGHT AND GO ABOUT 25 YARDS TO STATION ON LEFT, JUST AFTER JS2238'CROSSING RAILROAD TRACKS. JS2238' JS2238'THE STATION MARK IS A STANDARD DISK STAMPED DUFOUR 1959, SET JS2238'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT SET FLUSH WITH JS2238'THE GROUND. IT IS 20 FEET NORTHEAST OF THE CENTER LINE OF THE JS2238'RAILROAD TRACKS, 9.6 FEET EAST OF A METAL WITNESS POST, 26.7 JS2238'FEET SOUTHWEST OF A 3-FOOT-HIGH, WHITE, IRON POST, 27 YARDS JS2238'NORTHWEST OF A TRIANGULAR-BLAZED TELEPHONE POLE AND 59 YARDS JS2238'NORTHWEST OF A RAILROAD SWITCH. JS2238' JS2238'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DUFOUR JS2238'NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE JS2238'MONUMENT SET FLUSH WITH THE GROUND. IT IS 19 FEET WEST OF THE JS2238'TRIANGULAR-BLAZED TELEPHONE POLE, 17 FEET NORTHEAST OF THE JS2238'CENTER LINE OF THE RAILROAD TRACKS AND ABOUT 1 FOOT LOWER THAN JS2238'THE STATION. JS2238' JS2238'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DUFOUR JS2238'NO 2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE JS2238'MONUMENT SET FLUSH WITH THE GROUND. IT IS 18 FEET NORTHEAST JS2238'OF THE CENTER LINE OF THE RAILROAD TRACKS, 25 FEET SOUTH OF A JS2238'TELEPHONE POLE AND ABOUT 1 FOOT LOWER THAN THE STATION. JS2238' JS2238'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUFOUR 1959, CEMENTED JS2238'IN A DRILLHOLE IN A CONCRETE BULKHEAD AT THE SOUTHWEST EDGE OF JS2238'A FIELD. IT IS 63 FEET SOUTHEAST OF RAILROAD MILEPOST 93, 81 JS2238'FEET NORTHWEST OF TELEPHONE POLE 57-B AND 44 FEET NORTHEAST OF JS2238'THE CENTER LINE OF THE RAILROAD TRACKS. THE BULKHEAD PROJECTS JS2238'ABOUT 3 FEET ABOVE GROUND. TO REACH FROM THE STATION, GO JS2238'NORTHWEST ON U.S. HIGHWAY 99 FOR 0.45 MILE TO A SIDE ROAD JS2238'RIGHT. TURN RIGHT, CROSS RAILROAD TRACKS, AND GO NORTHEAST TO JS2238'EDGE OF FIELD. TURN LEFT AND GO NORTHWEST ALONG STRIP JS2238'BETWEEN FIELD AND RAILROAD TRACKS FOR ABOUT 30 YARDS TO JS2238'AZIMUTH MARK ON RIGHT. JS2238 JS2238 STATION RECOVERY (1967) JS2238 JS2238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) JS2238'THE STATION, R.M. 1, R.M. 2 AND THE AZIMUTH WERE RECOVERED IN JS2238'GOOD CONDITION. ALL LEVELED OVER. JS2238' JS2238'TO REACH FROM THE INTERSECTION OF THE SOUTHERN PACIFIC COMPANY JS2238'RAILROAD AND ROAD 93B AT ZAMORA, GO 3.15 MILES SOUTHEAST ALONG JS2238'THE THE SOUTHERN PACIFIC COMPANY RAILROAD. JS2238' JS2238'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED JS2238'DUFOUR 1959. 4-3/4 RAILS NORTH OF THE NORTH SWITCH STAND OF JS2238'DUFOUR SIDING, 17.8 FEET EAST OF THE EAST RAIL, AND SET IN THE JS2238'TOP OF A CONCRETE POST FLUSH WITH THE GROUND. JS2238' JS2238'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED DUFOUR NO. 1 JS2238'1959. 69.0 FEET SOUTH OF THE STATION, AND SET IN THE TOP OF A JS2238'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. JS2238' JS2238'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DUFOUR NO 2 JS2238'1959. 63.2 FEET NORTH OF THE STATION, AND SET IN THE TOP OF A JS2238'CONCRETE POST FLUSH WITH THE GROUND. JS2238' JS2238'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED DUFOUR JS2238'1959. 0.5 MILE NORTHWEST OF THE STATION, 73 FEET SOUTH OF JS2238'MILEPOLE 93, 46.7 FEET EAST OF THE EAST RAIL, IN THE TOP OF JS2238'HEAD WALL OF CULVERT 92.99. JS2238' JS2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES JS2238'SOUTHEAST OF ZAMORA JS2238 JS2238 STATION RECOVERY (1967) JS2238 JS2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 JS2238'3.2 MI SE FROM ZAMORA. JS2238'3.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2238'FROM THE CROSSING OF ROAD 93B AT ZAMORA, 2.5 MILES NORTHWEST JS2238'OF YOLO, 17.8 FEET EAST OF THE EAST RAIL, 4-3/4 RAILS NORTH OF JS2238'THE NORTH SWITCH STAND OF DUFOUR SIDING, 12 FEET WEST OF THE JS2238'CENTER LINE OF A FARM ROAD, ABOUT 1 FOOT LOWER THAN THE TRACK, JS2238'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. JS2238 JS2238 STATION RECOVERY (1970) JS2238 JS2238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) JS2238'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE JS2238'RECOVERED IN GOOD CONDITION AND THE 1959 DESCRIPTION IS ADEQUATE JS2238'WITH THE FOLLOWING ADDITIONS-- JS2238'FORMER U.S. HIGHWAY 99W IS NOW COUNTY ROAD 99W. JS2238' JS2238'TO REACH THE STATION FROM THE POST OFFICE AT DUNNIGAN GO JS2238'SOUTHEAST ON COUNTY ROAD 99W FOR 9.6 MILES TO COUNTY ROAD 95. JS2238'CONTINUE SOUTHEAST ON COUNTY ROAD 99W FOR 1.2 MILES TO THE JS2238'STATION ON THE LEFT. JS2238' JS2238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES JS2238'NORTHWEST OF YOLO JS2238 JS2238 STATION RECOVERY (1999) JS2238 JS2238'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2238'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF WOODLAND JS2238'AND ABOUT 3 MI (4.8 KM) SOUTHEAST OF ZAMORA. TO REACH THE STATION JS2238'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND ROAD 17, ABOUT 0.3 JS2238'MI (0.5 KM) NORTHWEST OF THE COMMUNITY OF YOLO, GO EAST ON ROAD 17 FOR JS2238'0.15 MI (0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 99W. TURN LEFT JS2238'AND GO NORTHWEST ON ROAD 99W FOR 2.15 MI (3.46 KM) TO THE INTERSECTION JS2238'OF ROAD 96. CONTINUE NORTHWEST ON ROAD 99W FOR 0.4 MI (0.6 KM) TO THE JS2238'STATION ON THE RIGHT ACROSS THE RAILROAD TRACKS. (OR, FROM THE JS2238'INTERSECTION OF ROAD 96 CONTINUE NORTHWEST ON ROAD 99W FOR 0.2 MI (0.3 JS2238'KM) TO A DIRT SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHEAST ON THE JS2238'DIRT SIDE ROAD, CROSSING OVER A RAILROAD TRACK. TURN LEFT AFTER JS2238'CROSSING THE TRACK AND FOLLOW A DIRT ROAD ALONG THE NORTHEAST SIDE OF JS2238'THE TRACK FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.) THE STATION JS2238'IS A STANDARD COAST AND GEODETIC SURVEY TRIANGULATION DISK. IT IS JS2238'39.2 M (128.6 FT) WEST-NORTHWEST OF A WELL HEAD PUMP, 30.0 M (98.4 FT) JS2238'NORTHEAST OF THE CENTERLINE OF ROAD 99W, 26.5 M (86.9 FT) EAST OF A JS2238'TELEPHONE POLE (THE TELEPHONE LINE IS ABOUT 3 M (9.8 FT) NORTHEAST OF JS2238'A POWER LINE) , 3.0 M (9.8 FT) SOUTHWEST OF THE DIRT ROAD AND 2.8 M JS2238'(9.2 FT) SOUTHEAST OF A METAL WITNESS POST. JS2238 JS2238 STATION RECOVERY (2002) JS2238 JS2238'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2238'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5073 *********************************************************************** AI5073 DESIGNATION - EX 1 AI5073 PID - AI5073 AI5073 STATE/COUNTY- CA/YOLO AI5073 USGS QUAD - GRAYS BEND (1975) AI5073 AI5073 *CURRENT SURVEY CONTROL AI5073 ___________________________________________________________________ AI5073* NAD 83(1998)- 38 38 46.40790(N) 121 40 03.02452(W) ADJUSTED AI5073* NAVD 88 - 7.88 (meters) 25.9 (feet) GPS OBS AI5073 ___________________________________________________________________ AI5073 EPOCH DATE - 1999.51 AI5073 X - -2,618,609.010 (meters) COMP AI5073 Y - -4,245,272.515 (meters) COMP AI5073 Z - 3,961,705.482 (meters) COMP AI5073 LAPLACE CORR- 1.40 (seconds) DEFLEC99 AI5073 ELLIP HEIGHT- -22.88 (meters) GPS OBS AI5073 GEOID HEIGHT- -30.70 (meters) GEOID99 AI5073 AI5073 HORZ ORDER - FIRST AI5073 ELLP ORDER - FOURTH CLASS I AI5073 AI5073.The horizontal coordinates were established by GPS observations AI5073.and adjusted by the National Geodetic Survey in May 2000. AI5073.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5073.DATUM ITEM on the data sheet items page. AI5073.The horizontal coordinates are valid at the epoch date displayed above. AI5073.The epoch date for horizontal control is a decimal equivalence AI5073.of Year/Month/Day. AI5073 AI5073.The orthometric height was determined by GPS observations and a AI5073.high-resolution geoid model using precise GPS observation and AI5073.processing techniques. AI5073 AI5073.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5073 AI5073.The Laplace correction was computed from DEFLEC99 derived deflections. AI5073 AI5073.The ellipsoidal height was determined by GPS observations AI5073.and is referenced to NAD 83. AI5073 AI5073.The geoid height was determined by GEOID99. AI5073 AI5073; North East Units Scale Converg. AI5073;SPC CA 2 - 608,789.489 2,028,943.876 MT 0.99994377 +0 12 34.7 AI5073;SPC CA 2 - 1,997,336.85 6,656,626.70 sFT 0.99994377 +0 12 34.7 AI5073;UTM 10 - 4,278,361.079 615,957.617 MT 0.99976558 +0 49 56.1 AI5073 AI5073 SUPERSEDED SURVEY CONTROL AI5073 AI5073.No superseded survey control is available for this station. AI5073 AI5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1595878361(NAD 83) AI5073_MARKER: DD = SURVEY DISK AI5073_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+) AI5073_STAMPING: DEPARTMENT OF WATER RESOURCES EX-1 AI5073_MARK LOGO: CADWR AI5073_PROJECTION: FLUSH AI5073_MAGNETIC: N = NO MAGNETIC MATERIAL AI5073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5073+STABILITY: SURFACE MOTION AI5073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5073+SATELLITE: SATELLITE OBSERVATIONS - 1989 AI5073_ROD/PIPE-DEPTH: 5 meters AI5073 AI5073 HISTORY - Date Condition Report By AI5073 HISTORY - 1989 MONUMENTED SVIP AI5073 HISTORY - 20020826 GOOD FRAME AI5073 AI5073 STATION DESCRIPTION AI5073 AI5073'DESCRIBED BY SACRAMENTO VALLEY IRRIGATION PROJECT 1989 AI5073'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF DAVIS AND AI5073'ABOUT 6 MI (9.7 KM) SOUTHEAST OF WOODLAND NEAR THE WEST SIDE OF THE AI5073'YOLO BYPASS AND ON THE PROPERTY OF THE CONAWAY RANCH. TO REACH THE AI5073'STATION FROM THE INTETRSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD AI5073'E8, ROAD 102, ABOUT 2 MI (3.2 KM) EAST OF WOODLAND, GO SOUTH ON ROAD AI5073'E8 FOR ABOUT 1.8 MI (2.9 KM) TO A SIDE ROAD LEFT, ROAD 25. TURN LEFT AI5073'AND GO EAST ON ROAD 25 FOR ABOUT 3.5 MI (5.6 KM) TO THE END OF ROAD 25 AI5073'AND THE LEVEE ON THE WEST SIDE OF THE YOLO BYPASS. TURN RIGHT AND GO AI5073'SOUTHEAST ALONG THE LEVEE ROAD FOR ABOUT 0.05 MI (0.08 KM) TO A DIRT AI5073'SIDE ROAD RIGHT. TURN RIGHT AND GO WEST ON THE DIRT ROAD, OFF THE AI5073'LEVEE, FOR ABOUT 0.05 MI (0.08 KM) AND THE STATION ON THE LEFT. THE AI5073'STATION IS A 2 1/4 IN BRONZE DISK SET APPROXIMATELY AT GROUND LEVEL AI5073'AND INSIDE A 6 IN PVC PIPE THAT PROJECTS ABOUT 0.25 M (0.82 FT) ABOVE AI5073'GROUND. THE STATION IS ABOUT 0.1 MI (0.2 KM) EAST OF A POWER AI5073'TRANSMISSION LINE, 24.2 M (79.4 FT) SOUTH OF THE SOUTHWEST CORNER OF A AI5073'3.0 M (9.8 FT) BY 3.0 M (9.8 FT) METAL BUILDING WHICH HOUSES THE CA AI5073'DWR EXTENSOMETER, 1.3 M (4.3 FT) NORTH OF A METAL WITNESS POST, 1.2 M AI5073'(3.9 FT) SOUTH OF ANOTHER METAL WITNESS POST AND AT THE WEST END OF A AI5073'DITCH. AI5073 AI5073 STATION RECOVERY (2002) AI5073 AI5073'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5073'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5062 *********************************************************************** 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 34.19939(N) 121 43 36.01591(W) ADJUSTED AI5062* NAVD 88 - 14.23 (meters) 46.7 (feet) GPS OBS AI5062 ___________________________________________________________________ AI5062 EPOCH DATE - 1999.51 AI5062 X - -2,617,640.719 (meters) COMP AI5062 Y - -4,233,911.882 (meters) COMP AI5062 Z - 3,974,407.792 (meters) COMP AI5062 LAPLACE CORR- 1.18 (seconds) DEFLEC99 AI5062 ELLIP HEIGHT- -16.05 (meters) GPS OBS AI5062 GEOID HEIGHT- -30.22 (meters) GEOID99 AI5062 AI5062 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5062 AI5062; North East Units Scale Converg. AI5062;SPC CA 2 - 625,046.249 2,023,744.636 MT 0.99992757 +0 10 20.4 AI5062;SPC CA 2 - 2,050,672.57 6,639,568.86 sFT 0.99992757 +0 10 20.4 AI5062;UTM 10 - 4,294,557.376 610,582.567 MT 0.99975058 +0 47 52.2 AI5062 AI5062 SUPERSEDED SURVEY CONTROL AI5062 AI5062.No superseded survey control is available for this station. AI5062 AI5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1058394557(NAD 83) AI5062_MARKER: DB = BENCH MARK DISK AI5062_SETTING: 38 = BRIDGE ABUTMENT AI5062_STAMPING: F 859 RESET 1993 AI5062_MARK LOGO: NGS 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 - 1993 AI5062 AI5062 HISTORY - Date Condition Report By AI5062 HISTORY - 1993 MONUMENTED LOCENG AI5062 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2338 *********************************************************************** 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 32.00592(N) 121 37 49.17906(W) ADJUSTED JS2338* NAVD 88 - 12.12 (meters) 39.8 (feet) GPS OBS JS2338 ___________________________________________________________________ JS2338 EPOCH DATE - 1999.51 JS2338 X - -2,614,788.678 (meters) COMP JS2338 Y - -4,245,241.728 (meters) COMP JS2338 Z - 3,964,250.814 (meters) COMP JS2338 LAPLACE CORR- 0.18 (seconds) DEFLEC99 JS2338 ELLIP HEIGHT- -18.54 (meters) GPS OBS JS2338 GEOID HEIGHT- -30.59 (meters) GEOID99 JS2338 JS2338 HORZ ORDER - FIRST 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 May 2000. 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 superseded datum. 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 GEOID99. JS2338 JS2338; North East Units Scale Converg. JS2338;SPC CA 2 - 612,057.979 2,032,167.111 MT 0.99994001 +0 13 59.0 JS2338;SPC CA 2 - 2,008,060.22 6,667,201.60 sFT 0.99994001 +0 13 59.0 JS2338;UTM 10 - 4,281,663.844 619,144.587 MT 0.99977481 +0 51 21.7 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(1992)- 38 40 32.00301(N) 121 37 49.17370(W) AD(1991.35) 1 JS2338 ELLIP HT - -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 - 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_STAMPING: FERRY 1959 JS2338_MARK LOGO: CGS 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 - July 19, 1999 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5046 *********************************************************************** AI5046 DESIGNATION - FORD RM 2 AI5046 PID - AI5046 AI5046 STATE/COUNTY- CA/YOLO AI5046 USGS QUAD - GRAYS BEND (1975) AI5046 AI5046 *CURRENT SURVEY CONTROL AI5046 ___________________________________________________________________ AI5046* NAD 83(1998)- 38 43 33.23426(N) 121 43 47.39071(W) ADJUSTED AI5046* NAVD 88 - 17.55 (meters) 57.6 (feet) GPS OBS AI5046 ___________________________________________________________________ AI5046 EPOCH DATE - 1999.51 AI5046 X - -2,620,321.936 (meters) COMP AI5046 Y - -4,237,726.133 (meters) COMP AI5046 Z - 3,968,615.566 (meters) COMP AI5046 LAPLACE CORR- 1.69 (seconds) DEFLEC99 AI5046 ELLIP HEIGHT- -12.98 (meters) GPS OBS AI5046 GEOID HEIGHT- -30.47 (meters) GEOID99 AI5046 AI5046 HORZ ORDER - FIRST AI5046 ELLP ORDER - FOURTH CLASS I AI5046 AI5046.The horizontal coordinates were established by GPS observations AI5046.and adjusted by the National Geodetic Survey in May 2000. AI5046.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5046.DATUM ITEM on the data sheet items page. AI5046.The horizontal coordinates are valid at the epoch date displayed above. AI5046.The epoch date for horizontal control is a decimal equivalence AI5046.of Year/Month/Day. AI5046 AI5046.The orthometric height was determined by GPS observations and a AI5046.high-resolution geoid model using precise GPS observation and AI5046.processing techniques. AI5046 AI5046.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5046 AI5046.The Laplace correction was computed from DEFLEC99 derived deflections. AI5046 AI5046.The ellipsoidal height was determined by GPS observations AI5046.and is referenced to NAD 83. AI5046 AI5046.The geoid height was determined by GEOID99. AI5046 AI5046; North East Units Scale Converg. AI5046;SPC CA 2 - 617,615.489 2,023,492.238 MT 0.99993417 +0 10 13.2 AI5046;SPC CA 2 - 2,026,293.48 6,638,740.78 sFT 0.99993417 +0 10 13.2 AI5046;UTM 10 - 4,287,125.645 610,411.262 MT 0.99975012 +0 47 40.9 AI5046 AI5046 SUPERSEDED SURVEY CONTROL AI5046 AI5046.No superseded survey control is available for this station. AI5046 AI5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1041187126(NAD 83) AI5046_MARKER: DD = SURVEY DISK AI5046_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE AI5046_STAMPING: FORD RM NO 2 1974 AI5046_MARK LOGO: CADH AI5046_MAGNETIC: N = NO MAGNETIC MATERIAL AI5046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5046+STABILITY: SURFACE MOTION AI5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5046+SATELLITE: SATELLITE OBSERVATIONS - 1974 AI5046 AI5046 HISTORY - Date Condition Report By AI5046 HISTORY - 1974 MONUMENTED CADH AI5046 HISTORY - 20020826 GOOD FRAME AI5046 AI5046 STATION DESCRIPTION AI5046 AI5046'DESCRIBED BY CA DIV OF HIGHWAYS 1974 AI5046'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF KNIGHTS LANDING AI5046'AND ABOUT 4 MI (6.4 KM) NORTHEAST OF WOODLAND WHERE COUNTY ROAD E8 AI5046'CROSSES CACHE CREEK. TO REACH THE STATION FROM THE INTERSECTION OF AI5046'INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD 102, GO NORTH ON ROAD E8 AI5046'FOR 3.85 MI (6.20 KM) TO A SIDE ROAD RIGHT, A LEVEE ROAD, AND THE AI5046'STATION ON THE RIGHT ALONG THE SOUTH SIDE OF CACHE CREEK. THE STATION AI5046'IS A CALIFORNIA DEPARTMENT OF HIGHWAYS DISK. IT IS 25.5 M (83.7 FT) AI5046'EAST OF, AND ACROSS ROAD E8 FROM TRIANGULATION STATION FORD 1974, 10.6 AI5046'M (34.8 FT) EAST OF THE CENTERLINE OF ROAD E8, 9.8 M (32.2 FT) AI5046'SOUTHEAST OF THE SOUTHEAST END OF A GUARDRAIL ALONG THE EAST SIDE OF AI5046'THE CREEK, 4.15 M (13.62 FT) WEST OF A 6 IN IRON PIPE SUPPORTING THE AI5046'NORTH END OF A GATE LEADING TO THE LEVEE ROAD, 3.6 M (11.8 FT) AI5046'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 2.6 M (8.5 FT) NORTHOF AI5046'THE CENTERLINE OF THE LEVEE ROAD, SET IN A MASS OF CONCRETE AND ABOUT AI5046'0.6 M (2.0 FT) LOWER THAN THE ROAD. AI5046 AI5046 STATION RECOVERY (2002) AI5046 AI5046'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5046'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5063 *********************************************************************** AI5063 DESIGNATION - FREMONT AI5063 PID - AI5063 AI5063 STATE/COUNTY- CA/YOLO AI5063 USGS QUAD - KNIGHTS LANDING (1981) AI5063 AI5063 *CURRENT SURVEY CONTROL AI5063 ___________________________________________________________________ AI5063* NAD 83(1998)- 38 45 52.89226(N) 121 38 08.00424(W) ADJUSTED AI5063* NAVD 88 - 12.54 (meters) 41.1 (feet) GPS OBS AI5063 ___________________________________________________________________ AI5063 EPOCH DATE - 1999.51 AI5063 X - -2,611,929.971 (meters) COMP AI5063 Y - -4,239,733.860 (meters) COMP AI5063 Z - 3,971,971.336 (meters) COMP AI5063 LAPLACE CORR- -1.12 (seconds) DEFLEC99 AI5063 ELLIP HEIGHT- -17.84 (meters) GPS OBS AI5063 GEOID HEIGHT- -30.32 (meters) GEOID99 AI5063 AI5063 HORZ ORDER - FIRST AI5063 ELLP ORDER - FOURTH CLASS I AI5063 AI5063.The horizontal coordinates were established by GPS observations AI5063.and adjusted by the National Geodetic Survey in May 2000. AI5063.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5063.DATUM ITEM on the data sheet items page. AI5063.The horizontal coordinates are valid at the epoch date displayed above. AI5063.The epoch date for horizontal control is a decimal equivalence AI5063.of Year/Month/Day. AI5063 AI5063.The orthometric height was determined by GPS observations and a AI5063.high-resolution geoid model using precise GPS observation and AI5063.processing techniques. AI5063 AI5063.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5063 AI5063.The Laplace correction was computed from DEFLEC99 derived deflections. AI5063 AI5063.The ellipsoidal height was determined by GPS observations AI5063.and is referenced to NAD 83. AI5063 AI5063.The geoid height was determined by GEOID99. AI5063 AI5063; North East Units Scale Converg. AI5063;SPC CA 2 - 621,950.318 2,031,672.414 MT 0.99993018 +0 13 47.2 AI5063;SPC CA 2 - 2,040,515.33 6,665,578.58 sFT 0.99993018 +0 13 47.2 AI5063;UTM 10 - 4,291,548.619 618,542.317 MT 0.99977304 +0 51 15.9 AI5063 AI5063 SUPERSEDED SURVEY CONTROL AI5063 AI5063.No superseded survey control is available for this station. AI5063 AI5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1854291549(NAD 83) AI5063_MARKER: DD = SURVEY DISK AI5063_SETTING: 40 = LARGE CONCRETE ABUTMENT AI5063_STAMPING: FREMONT 1999 AI5063_MARK LOGO: CA-113 AI5063_MAGNETIC: N = NO MAGNETIC MATERIAL AI5063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI5063+STABILITY: POSITION/ELEVATION WELL AI5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5063+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5063 AI5063 HISTORY - Date Condition Report By AI5063 HISTORY - 1999 MONUMENTED FRAME AI5063 HISTORY - 20020826 GOOD FRAME AI5063 AI5063 STATION DESCRIPTION AI5063 AI5063'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5063'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHEAST OF WOODLAND, AI5063'ABOUT 5 MI (8.0 KM) SOUTHEAST OF KNIGHTS LANDING AND AT THE EASTERN AI5063'END OF THE FREMONT WEIR. TO REACH THE STATION FROM THE INTERSECTION AI5063'OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD 102, ABOUT 2 MI (3.2 AI5063'KM) EAST OF WOODLAND, GO EAST ON HIGHWAY 5 FOR ABOUT 5 MI (8.0 KM) TO AI5063'THE ROAD 22 OFF-RAMP. TAKE THE OFF-RAMP EAST AND THEN SOUTH FOR ABOUT AI5063'0.2 MI (0.3 KM) TO A T-INTERSECTION, ROAD 118. TURN LEFT AND GO EAST AI5063'FOR 0.5 MI (0.8 KM) TO A T-INTERSECTION, OLD RIVER ROAD. TURN LEFT AI5063'AND GO NORTHWEST ON OLD RIVER ROAD, PASSING UNDER HIGHWAY 5, FOR 0.2 AI5063'MI (0.3 KM) TO A SIDE ROAD RIGHT, ROAD 117. TURN RIGHT AND GO AI5063'NORTHERLY ON ROAD 117, FOLLOWING THE WEST BANK OF THE SACRAMENTO AI5063'RIVER, FOR ABOUT 6 MI (9.7 KM) TO A DIRT SIDE ROAD LEFT, ROAD 16. AI5063'TURN LEFT AND GO WEST ON ROAD 16 FOR 1.1 MI (1.8 KM) TO THE AI5063'INTERSECTION OF A DIRT FARM ROAD ON THE WEST SIDE OF A DRAINAGE DITCH AI5063'AND A WINDMILL IN THE NORTHWEST QUADRANT OF THE INTERSECTION. TURN AI5063'RIGHT AND GO NORTH ON THE FARM ROAD FOR 1.0 MI (1.6 KM) TO THE SOUTH AI5063'END OF A WALNUT ORCHARD. CONTINUE NORTH ON THE FARM ROAD FOR 0.3 MI AI5063'(0.5 KM) TO THE NORTH END OF THE ORCHARD AND A DIRT SIDE ROAD LEFT. AI5063'TURN LEFT AND GO WEST ON THE DIRT ROAD FOR 0.85 MI (1.37 KM) TO THE AI5063'TOP OF THE YOLO BYPASS LEVEE. TURN LEFT ON THE LEVEE AND GO SOUTH FOR AI5063'0.2 MI (0.3 KM) TO A GATE. THE LOCK FOR THE GATE IS A STANDARD AI5063'CALIFORNIA DEPARTMENT OF WATER RESOURCES MASTER LOCK. CONTINUE SOUTH AI5063'THROUGH THE GATE FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT IN AI5063'THE MASSIVE ABUTMENT HEADWALL FOR THE EAST END OF THE FREMONT WEIR. AI5063'THE STATION IS A 2 1/2 IN YOLO COUNTY DISK. IT IS SET IN THE ABUTMENT AI5063'HEADWALL WHERE THE BYPASS MAKES A TURN TO THE SOUTH. IT IS 14.5 M AI5063'(47.6 FT) WEST OF THE CENTERLINE OF THE LEVEE ROAD, 9.8 M (32.2 FT) AI5063'WEST-SOUTHWEST OF THE CORNER OF A BARBED WIRE FENCE, 2.7 M (8.9 FT) AI5063'SOUTH OF THE NORTHWEST END OF THE ABUTMENT, 0.4 M (1.3 FT) EAST OF THE AI5063'WEST FACE OF THE ABUTMENT AND ABOUT 1.0 M (3.3 FT) LOWER THAN THE AI5063'LEVEE ROAD. AI5063 AI5063 STATION RECOVERY (2002) AI5063 AI5063'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5063'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9588 *********************************************************************** JT9588 DESIGNATION - G 629 RESET JT9588 PID - JT9588 JT9588 STATE/COUNTY- CA/YOLO JT9588 USGS QUAD - BROOKS (1992) JT9588 JT9588 *CURRENT SURVEY CONTROL JT9588 ___________________________________________________________________ JT9588* NAD 83(1986)- 38 44 17. (N) 122 08 47. (W) SCALED JT9588* NAVD 88 - 103.01 (+/-2cm) 338.0 (feet) VERTCON JT9588 ___________________________________________________________________ JT9588 GEOID HEIGHT- -30.43 (meters) GEOID99 JT9588 JT9588 VERT ORDER - THIRD (See Below) JT9588 JT9588.The horizontal coordinates were scaled from a topographic map and have JT9588.an estimated accuracy of +/- 6 seconds. JT9588 JT9588.The NAVD 88 height was computed by applying the VERTCON shift value to JT9588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT9588.The vertical order pertains to the superseded datum. JT9588 JT9588.The geoid height was determined by GEOID99. JT9588 JT9588; North East Units Estimated Accuracy JT9588;SPC CA 2 - 618,940. 1,987,270. MT (+/- 180 meters Scaled) JT9588 JT9588 SUPERSEDED SURVEY CONTROL JT9588 JT9588 NGVD 29 - 102.20 (m) 335.3 (f) RESET 3 JT9588 JT9588.Superseded values are not recommended for survey control. JT9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9588.See file dsdata.txt to determine how the superseded data were derived. JT9588 JT9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH741880(NAD 83) JT9588_MARKER: DV = VERTICAL CONTROL DISK JT9588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT9588_STAMPING: G 629 RESET 1985 JT9588_MARK LOGO: NGS JT9588_MAGNETIC: N = NO MAGNETIC MATERIAL JT9588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT9588+STABILITY: SURFACE MOTION JT9588 JT9588 HISTORY - Date Condition Report By JT9588 HISTORY - 1985 MONUMENTED CADT JT9588 JT9588 STATION DESCRIPTION JT9588 JT9588'DESCRIBED BY CALTRANS 1985 JT9588'7.0 MILES (11.3 KM) NORTHWEST ALONG STATE HIGHWAY 16 FROM THE US POST JT9588'OFFICE IN CAPAY, 0.1 MILE (0.2 KM) SOUTHEAST OF THE JUNCTION OF JT9588'COUNTY ROAD 78, SET IN TOP OF A 9-INCH-DIAMETER CONCRETE CYLINDER JT9588'PROJECTING 0.3 FEET (9.1 CM) ABOVE GROUND, 54 FEET (16.5 M) NORTHWEST JT9588'OF POWER POLE NO. 284, 0.14 MILE (0.23 KM) NORTHWEST OF ENTRANCE TO JT9588'CALIFORNIA DIVISION OF FORESTRY STATION, AT HIGHWAY MILEPOST 19.00, JT9588'33.5 FEET (10.2 M) SOUTHWEST OF CENTERLINE STATE HIGHWAY 16, 0.3 FEET JT9588'(9.1 CM) HIGHER THAN THE HIGHWAY AND 1.0 FEET (0.3 M) NORTHEAST OF JT9588'RIGHT OF WAY FENCE, 3.0 FEET (0.9 M) NORTHWEST OF A WITNESS POST AND JT9588'PADDLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE9851 *********************************************************************** 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(1992)- 38 24 25.68282(N) 121 34 56.13321(W) ADJUSTED AE9851* NAVD 88 - 0.99 (meters) 3.2 (feet) GPS OBS AE9851 ___________________________________________________________________ AE9851 EPOCH DATE - 1997.30 AE9851 X - -2,620,944.620 (meters) COMP AE9851 Y - -4,263,241.920 (meters) COMP AE9851 Z - 3,940,937.754 (meters) COMP AE9851 LAPLACE CORR- 5.11 (seconds) DEFLEC99 AE9851 ELLIP HEIGHT- -30.36 (meters) GPS OBS AE9851 GEOID HEIGHT- -31.29 (meters) GEOID99 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 July 1998. 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 GEOID99. AE9851 AE9851; North East Units Scale Converg. AE9851;SPC CA 2 - 582,280.826 2,036,486.714 MT 0.99998408 +0 15 48.1 AE9851;SPC CA 2 - 1,910,366.34 6,681,373.49 sFT 0.99998408 +0 15 48.1 AE9851;UTM 10 - 4,251,940.505 623,785.457 MT 0.99978870 +0 52 51.2 AE9851 AE9851 SUPERSEDED SURVEY CONTROL AE9851 AE9851 NAD 83(1992)- 38 24 25.68248(N) 121 34 56.13362(W) AD(1997.30) 1 AE9851 ELLIP HT - -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: M = MARKER EQUIPPED WITH BAR MAGNET AE9851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9851+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE9851_ROD/PIPE-DEPTH: 3.7 meters AE9851 AE9851 HISTORY - Date Condition Report By AE9851 HISTORY - 1997 MONUMENTED BOR AE9851 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT0105 *********************************************************************** JT0105 DESIGNATION - GWM 17 JT0105 PID - JT0105 JT0105 STATE/COUNTY- CA/YOLO JT0105 USGS QUAD - BIRD VALLEY (1993) JT0105 JT0105 *CURRENT SURVEY CONTROL JT0105 ___________________________________________________________________ JT0105* NAD 83(1998)- 38 46 52.25688(N) 122 02 38.10680(W) ADJUSTED JT0105* NAVD 88 - 84.85 (meters) 278.4 (feet) GPS OBS JT0105 ___________________________________________________________________ JT0105 EPOCH DATE - 1999.51 JT0105 X - -2,641,502.654 (meters) COMP JT0105 Y - -4,220,086.376 (meters) COMP JT0105 Z - 3,973,443.703 (meters) COMP JT0105 LAPLACE CORR- -2.19 (seconds) DEFLEC99 JT0105 ELLIP HEIGHT- 54.29 (meters) GPS OBS JT0105 GEOID HEIGHT- -30.49 (meters) GEOID99 JT0105 JT0105 HORZ ORDER - FIRST JT0105 VERT ORDER - THIRD (See Below) JT0105 ELLP ORDER - FOURTH CLASS I JT0105 JT0105.The horizontal coordinates were established by GPS observations JT0105.and adjusted by the National Geodetic Survey in May 2000. JT0105.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JT0105.DATUM ITEM on the data sheet items page. JT0105.The horizontal coordinates are valid at the epoch date displayed above. JT0105.The epoch date for horizontal control is a decimal equivalence JT0105.of Year/Month/Day. JT0105 JT0105.The orthometric height was determined by GPS observations and a JT0105.high-resolution geoid model using precise GPS observation and JT0105.processing techniques. JT0105.The vertical order pertains to the superseded datum. JT0105 JT0105.The X, Y, and Z were computed from the position and the ellipsoidal ht. JT0105 JT0105.The Laplace correction was computed from DEFLEC99 derived deflections. JT0105 JT0105.The ellipsoidal height was determined by GPS observations JT0105.and is referenced to NAD 83. JT0105 JT0105.The geoid height was determined by GEOID99. JT0105 JT0105; North East Units Scale Converg. JT0105;SPC CA 2 - 623,718.196 1,996,184.076 MT 0.99992862 -0 01 39.7 JT0105;SPC CA 2 - 2,046,315.45 6,549,147.26 sFT 0.99992862 -0 01 39.7 JT0105;UTM 10 - 4,292,928.621 583,043.999 MT 0.99968492 +0 35 55.9 JT0105 JT0105 SUPERSEDED SURVEY CONTROL JT0105 JT0105 NGVD 29 - 83.99 (m) 275.6 (f) RESET 3 JT0105 JT0105.Superseded values are not recommended for survey control. JT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT0105.See file dsdata.txt to determine how the superseded data were derived. JT0105 JT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8304492929(NAD 83) JT0105_MARKER: DB = BENCH MARK DISK JT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JT0105_STAMPING: GWM 17 276 1942 JT0105_MARK LOGO: USGS JT0105_MAGNETIC: N = NO MAGNETIC MATERIAL JT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT0105+STABILITY: SURFACE MOTION JT0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JT0105+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JT0105 JT0105 HISTORY - Date Condition Report By JT0105 HISTORY - 1942 MONUMENTED USGS JT0105 HISTORY - 1942 GOOD NGS JT0105 HISTORY - 19990719 GOOD FRAME JT0105 HISTORY - 20020826 GOOD FRAME JT0105 JT0105 STATION DESCRIPTION JT0105 JT0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 JT0105'5 MI N FROM CAPAY. JT0105'5.0 MILES NORTH ALONG THE DUNNIGAN ROAD FORM CAPAY, YOLO COUNTY, JT0105'AT A ROAD INTERSECTION, 40 FEET NORTH OF THE ROAD LEADING WEST, JT0105'20 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 2 FEET EAST OF JT0105'A FENCE LINE, AND NEAR A WHITE WOODEN WITNESS POST. A UNITED JT0105'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED GWM 17 276 1942 JT0105'AND SET IN THE TOP OF A CONCRETE POST. JT0105 JT0105 STATION RECOVERY (1999) JT0105 JT0105'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JT0105'THE STATION WAS RECOVERED. IT IS LOCATED ABOUT 8 MI (12.9 KM) WEST OF JT0105'ZAMORA AND ABOUT 5 MI (8.0 KM) NORTH OF CAPAY. TO REACH THE STATION JT0105'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 505 AND STATE HIGHWAY 16, JT0105'ABOUT 0.5 MI (0.8 KM) EAST OF MADISON, GO NORTHWESTERLY ON HIGHWAY 16 JT0105'FOR ABOUT 5 MI, (8.0 KM) PASSING THROUGH THE TOWN OF ESPARTO, TO A JT0105'SIDE ROAD RIGHT, COUNTY ROAD E4, ROAD 85, IN THE TOWN OF CAPAY. TURN JT0105'RIGHT AND GO NORTH ON ROAD E4 FOR ABOUT 5 MI (8.0 KM) TO THE JT0105'INTERSECTION OF COUNTY ROAD E10, ROAD 14, AND THE STATION ON THE LEFT JT0105'IN THE NORTHWEST QUADRANT OF THE INTERSECTION. THE STATION IS 11.3 M JT0105'(37.1 FT) NORTH OF THE CENTERLINE OF ROAD E10, 5.2 M (17.1 FT) WEST OF JT0105'THE CENTERLINE OF ROAD E4, 5.0 M (16.4 FT) NORTH OF A TELEPHONE POLE, JT0105'3.7 M (12.1 FT) NORTH OF A FENCE CORNER, 1.0 M (3.3 FT) NORTH OF A JT0105'CARSONITE WITNESS POST AND SET IN THE FENCE LINE. JT0105 JT0105 STATION RECOVERY (2002) JT0105 JT0105'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JT0105'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT0026 *********************************************************************** 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 21.97005(N) 122 09 59.02680(W) ADJUSTED JT0026* NAVD 88 - 112.58 (meters) 369.4 (feet) GPS OBS JT0026 ___________________________________________________________________ JT0026 EPOCH DATE - 1999.51 JT0026 X - -2,652,073.838 (meters) COMP JT0026 Y - -4,216,904.575 (meters) COMP JT0026 Z - 3,969,847.391 (meters) COMP JT0026 LAPLACE CORR- -5.44 (seconds) DEFLEC99 JT0026 ELLIP HEIGHT- 82.12 (meters) GPS OBS JT0026 GEOID HEIGHT- -30.38 (meters) GEOID99 JT0026 JT0026 HORZ ORDER - B 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 May 2000. 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 superseded datum. 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 GEOID99. JT0026 JT0026; North East Units Scale Converg. JT0026;SPC CA 2 - 619,096.540 1,985,533.947 MT 0.99993272 -0 06 17.7 JT0026;SPC CA 2 - 2,031,152.56 6,514,205.96 sFT 0.99993272 -0 06 17.7 JT0026;UTM 10 - 4,288,191.992 572,447.761 MT 0.99966463 +0 31 18.0 JT0026 JT0026 SUPERSEDED SURVEY CONTROL JT0026 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_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 - July 19, 1999 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5064 *********************************************************************** 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 28.84618(N) 121 54 51.96416(W) ADJUSTED AI5064* NAVD 88 - 13.99 (meters) 45.9 (feet) GPS OBS AI5064 ___________________________________________________________________ AI5064 EPOCH DATE - 1999.51 AI5064 X - -2,628,489.500 (meters) COMP AI5064 Y - -4,220,474.581 (meters) COMP AI5064 Z - 3,981,485.324 (meters) COMP AI5064 LAPLACE CORR- 3.07 (seconds) DEFLEC99 AI5064 ELLIP HEIGHT- -16.24 (meters) GPS OBS AI5064 GEOID HEIGHT- -30.16 (meters) GEOID99 AI5064 AI5064 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5064 AI5064; North East Units Scale Converg. AI5064;SPC CA 2 - 634,099.300 2,007,424.705 MT 0.99992136 +0 03 14.2 AI5064;SPC CA 2 - 2,080,374.12 6,586,025.89 sFT 0.99992136 +0 03 14.2 AI5064;UTM 10 - 4,303,429.708 594,167.824 MT 0.99970919 +0 40 52.9 AI5064 AI5064 SUPERSEDED SURVEY CONTROL AI5064 AI5064.No superseded survey control is available for this station. 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: M = MARKER EQUIPPED WITH BAR MAGNET AI5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5064+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5064_ROD/PIPE-DEPTH: 6.1 meters AI5064 AI5064 HISTORY - Date Condition Report By AI5064 HISTORY - 1999 MONUMENTED FRAME AI5064 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4668 *********************************************************************** JS4668 FBN - This is a Federal Base Network Control Station. JS4668 DESIGNATION - HPGN CA 03 08 JS4668 PID - JS4668 JS4668 STATE/COUNTY- CA/YOLO JS4668 USGS QUAD - WOODLAND (1981) JS4668 JS4668 *CURRENT SURVEY CONTROL JS4668 ___________________________________________________________________ JS4668* NAD 83(1998)- 38 43 01.99654(N) 121 48 07.53996(W) ADJUSTED JS4668* NAVD 88 - 23.78 (meters) 78.0 (feet) GPS OBS JS4668 ___________________________________________________________________ JS4668 EPOCH DATE - 1998.50 JS4668 X - -2,625,984.684 (meters) COMP JS4668 Y - -4,234,934.051 (meters) COMP JS4668 Z - 3,967,867.865 (meters) COMP JS4668 LAPLACE CORR- 2.46 (seconds) DEFLEC99 JS4668 ELLIP HEIGHT- -6.87 (meters) GPS OBS JS4668 GEOID HEIGHT- -30.58 (meters) GEOID99 JS4668 JS4668 HORZ ORDER - A JS4668 ELLP ORDER - THIRD CLASS I JS4668 JS4668.ITRF positions are available for this station. JS4668.The horizontal coordinates were established by GPS observations JS4668.and adjusted by the National Geodetic Survey in April 2000. JS4668.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4668.DATUM ITEM on the data sheet items page. JS4668.The horizontal coordinates are valid at the epoch date displayed above. JS4668.The epoch date for horizontal control is a decimal equivalence JS4668.of Year/Month/Day. JS4668 JS4668.The orthometric height was determined by GPS observations and a JS4668.high-resolution geoid model using precise GPS observation and JS4668.processing techniques. JS4668 JS4668.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4668 JS4668.The Laplace correction was computed from DEFLEC99 derived deflections. JS4668 JS4668.The ellipsoidal height was determined by GPS observations JS4668.and is referenced to NAD 83. JS4668 JS4668.The geoid height was determined by GEOID99. JS4668 JS4668; North East Units Scale Converg. JS4668;SPC CA 2 - 616,636.120 2,017,210.747 MT 0.99993512 +0 07 29.2 JS4668;SPC CA 2 - 2,023,080.34 6,618,132.26 sFT 0.99993512 +0 07 29.2 JS4668;UTM 10 - 4,286,078.078 604,142.027 MT 0.99973355 +0 44 57.6 JS4668 JS4668 SUPERSEDED SURVEY CONTROL JS4668 JS4668 NAD 83(1986)- 38 43 01.98811(N) 121 48 07.52772(W) AD(1984.00) 1 JS4668 NAD 83(1992)- 38 43 01.99380(N) 121 48 07.53476(W) AD(1991.35) B JS4668 ELLIP HT - -6.67 (m) GP(1991.35) 4 2 JS4668 JS4668.Superseded values are not recommended for survey control. JS4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4668.See file dsdata.txt to determine how the superseded data were derived. JS4668 JS4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0414286078(NAD 83) JS4668_MARKER: DD = SURVEY DISK JS4668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) JS4668_STAMPING: HPGN-CALIF. STA. 03-08 1991 JS4668_MARK LOGO: CADT JS4668_PROJECTION: RECESSED 10 CENTIMETERS JS4668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET JS4668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4668+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS4668_ROD/PIPE-DEPTH: 9 meters JS4668 JS4668 HISTORY - Date Condition Report By JS4668 HISTORY - 1991 MONUMENTED CADT JS4668 HISTORY - 19910522 GOOD NGS JS4668 HISTORY - 19930608 GOOD CADT JS4668 HISTORY - 19940120 GOOD CADT JS4668 HISTORY - 19940127 GOOD NGS JS4668 HISTORY - 19960514 GOOD CADT JS4668 HISTORY - 19980507 GOOD NGS JS4668 HISTORY - 19990719 GOOD FRAME JS4668 HISTORY - 20020826 GOOD FRAME JS4668 JS4668 STATION DESCRIPTION JS4668 JS4668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JS4668'THE STATION IS ABOUT 2 MI (3.2 KM) NORTHWEST OF WOODLAND AT THE JS4668'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 16 (COUNTY JS4668'ROAD E 7). JS4668'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 16 AT THE JS4668'OVERPASS OF HIGHWAY 5, GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE JS4668'STATION ON THE RIGHT IN THE SOUTHWEST END OF THE INTERCHANGE. JS4668'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM JS4668'ACCESS COVER. LOCATED 148.6 FT (45.3 M) SOUTH-SOUTHWEST OF THE JS4668'CENTERLINE OF THE SOUTHBOUND EXIT RAMP OF HIGHWAY 5, 62.8 FT JS4668'(19.1 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 16, 52.1 FT (15.9 M) JS4668'NORTHEAST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH, 5.9 FT JS4668'(1.8 M) SOUTHEAST OF THE END OF A BARBED WIRE FENCE AND 3.0 FT JS4668'(0.9 M) SOUTHEAST OF A WITNESS POST. JS4668'THERE ARE TWO POSSIBILITIES FOR BENCH MARK TIES. STATION YOLO WAS JS4668'RECOVERED AT THE SOUTHEAST END OF THE STEEL TRUSS RAILROAD BRIDGE JS4668'OVER CACHE CREEK. IT IS ABOUT 0.5 MI (0.8 KM) NORTH OF THE STATION JS4668'0308. BENCH MARK N 644 WAS ALSO RECOVERED ABOUT 0.6 MI (1.0 KM) JS4668'SOUTHEAST OF STATION. JS4668 JS4668 STATION RECOVERY (1993) JS4668 JS4668'RECOVERY NOTE BY CALTRANS 1993 JS4668'RECOVERED IN GOOD CONDITION. JS4668 JS4668 STATION RECOVERY (1994) JS4668 JS4668'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS4668'RECOVERED AS DESCRIBED. JS4668 JS4668 STATION RECOVERY (1994) JS4668 JS4668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) JS4668'THE STATION IS LOCATED ABOUT 3 KM (1.9 MI) NORTHEAST OF WOODLAND AT JS4668'THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 16 (COUNTY JS4668'ROAD E-7). OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO JS4668'REACH FROM THE OVERPASS OF STATE HIGHWAY 16 OVER INTERSTATE HIGHWAY 5, JS4668'GO SOUTHWEST ON HIGHWAY 16 FOR 0.25 KM (0.16 MI) TO THE STATION ON THE JS4668'RIGHT. STATION MARK IS A CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD JS4668'ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH JS4668'THE GROUND. IT IS 19.1 M (62.7 FT) NORTHWEST OF, AND LEVEL WITH, THE JS4668'CENTER OF HWY 16, 45.3 M (148.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF JS4668'THE SOUTHBOUND EXIT RAMP OF I-5, 15.9 M (52.2 FT) NORTHEAST OF THE JS4668'CENTER OF A PAVED ROAD LEADING NORTH, 1.8 M (5.9 FT) SOUTHEAST OF THE JS4668'END OF A BARBED WIRE FENCE, AND 0.9 M (3.0 FT) SOUTHEAST OF A WITNESS JS4668'POST. JS4668 JS4668 STATION RECOVERY (1996) JS4668 JS4668'RECOVERY NOTE BY CALTRANS 1996 (JDD) JS4668'RECOVERED AS DESCRIBED. JS4668 JS4668 STATION RECOVERY (1998) JS4668 JS4668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) JS4668'RECOVERED AS DESCRIBED. JS4668 JS4668 STATION RECOVERY (1999) JS4668 JS4668'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS4668'RECOVERED AS DESCRIBED. JS4668 JS4668 STATION RECOVERY (2002) JS4668 JS4668'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS4668'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9219 *********************************************************************** 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(1992)- 38 30 20.00661(N) 121 34 55.08842(W) ADJUSTED AC9219* NAVD 88 - 9.91 (meters) 32.5 (feet) GPS OBS AC9219 ___________________________________________________________________ AC9219 EPOCH DATE - 1997.30 AC9219 X - -2,617,368.268 (meters) COMP AC9219 Y - -4,257,472.944 (meters) COMP AC9219 Z - 3,949,498.983 (meters) COMP AC9219 LAPLACE CORR- 3.03 (seconds) DEFLEC99 AC9219 ELLIP HEIGHT- -21.18 (meters) GPS OBS AC9219 GEOID HEIGHT- -31.02 (meters) GEOID99 AC9219 AC9219 HORZ ORDER - FIRST 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 July 1998. 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 GEOID99. AC9219 AC9219; North East Units Scale Converg. AC9219;SPC CA 2 - 593,206.037 2,036,461.808 MT 0.99996541 +0 15 48.8 AC9219;SPC CA 2 - 1,946,210.14 6,681,291.78 sFT 0.99996541 +0 15 48.8 AC9219;UTM 10 - 4,262,862.778 623,642.653 MT 0.99978826 +0 52 58.7 AC9219 AC9219 SUPERSEDED SURVEY CONTROL AC9219 AC9219 NAD 83(1992)- 38 30 20.00625(N) 121 34 55.08881(W) AD(1997.30) 1 AC9219 ELLIP HT - -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 HT - -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: M = MARKER EQUIPPED WITH BAR MAGNET AC9219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9219+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1997 AC9219_ROD/PIPE-DEPTH: 8 meters AC9219 AC9219 HISTORY - Date Condition Report By AC9219 HISTORY - 1994 MONUMENTED CADT AC9219 HISTORY - 19970829 GOOD NGS AC9219 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9223 *********************************************************************** AC9223 DESIGNATION - HPGN D CA 03 DG AC9223 PID - AC9223 AC9223 STATE/COUNTY- CA/YOLO AC9223 USGS QUAD - WOODLAND (1981) AC9223 AC9223 *CURRENT SURVEY CONTROL AC9223 ___________________________________________________________________ AC9223* NAD 83(1998)- 38 38 27.43600(N) 121 45 39.59463(W) ADJUSTED AC9223* NAVD 88 - 24.13 (meters) 79.2 (feet) GPS OBS AC9223 ___________________________________________________________________ AC9223 EPOCH DATE - 1999.51 AC9223 X - -2,625,731.623 (meters) COMP AC9223 Y - -4,241,315.311 (meters) COMP AC9223 Z - 3,961,258.634 (meters) COMP AC9223 LAPLACE CORR- 2.26 (seconds) DEFLEC99 AC9223 ELLIP HEIGHT- -6.75 (meters) GPS OBS AC9223 GEOID HEIGHT- -30.82 (meters) GEOID99 AC9223 AC9223 HORZ ORDER - FIRST AC9223 ELLP ORDER - FOURTH CLASS I AC9223 AC9223.The horizontal coordinates were established by GPS observations AC9223.and adjusted by the National Geodetic Survey in May 2000. AC9223.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9223.DATUM ITEM on the data sheet items page. AC9223.The horizontal coordinates are valid at the epoch date displayed above. AC9223.The epoch date for horizontal control is a decimal equivalence AC9223.of Year/Month/Day. AC9223 AC9223.The orthometric height was determined by GPS observations and a AC9223.high-resolution geoid model using precise GPS observation and AC9223.processing techniques. AC9223 AC9223.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9223 AC9223.The Laplace correction was computed from DEFLEC99 derived deflections. AC9223 AC9223.The ellipsoidal height was determined by GPS observations AC9223.and is referenced to NAD 83. AC9223 AC9223.The geoid height was determined by GEOID99. AC9223 AC9223; North East Units Scale Converg. AC9223;SPC CA 2 - 608,178.921 2,020,806.888 MT 0.99994448 +0 09 02.5 AC9223;SPC CA 2 - 1,995,333.68 6,629,930.60 sFT 0.99994448 +0 09 02.5 AC9223;UTM 10 - 4,277,662.227 607,829.290 MT 0.99974318 +0 46 25.5 AC9223 AC9223 SUPERSEDED SURVEY CONTROL AC9223 AC9223 NAD 83(1992)- 38 38 27.43299(N) 121 45 39.58989(W) AD(1991.35) 1 AC9223 ELLIP HT - -6.49 (m) GP(1991.35) 4 2 AC9223 AC9223.Superseded values are not recommended for survey control. AC9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9223.See file dsdata.txt to determine how the superseded data were derived. AC9223 AC9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0782977662(NAD 83) AC9223_MARKER: DD = SURVEY DISK AC9223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AC9223_STAMPING: CA-HPGN-DENSIFICATION STA. 03-DG 1994 AC9223_MARK LOGO: CADT AC9223_PROJECTION: RECESSED 10 CENTIMETERS AC9223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AC9223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9223+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 AC9223_ROD/PIPE-DEPTH: 4 meters AC9223 AC9223 HISTORY - Date Condition Report By AC9223 HISTORY - 1994 MONUMENTED CADT AC9223 HISTORY - 19990719 GOOD FRAME AC9223 HISTORY - 20020826 GOOD FRAME AC9223 AC9223 STATION DESCRIPTION AC9223 AC9223'DESCRIBED BY CALTRANS 1994 (JCB) AC9223'THE STATION IS LOCATED AT THE STATE HIGHWAY 113/ROAD 25A INTERCHANGE, AC9223'ABOUT 7 MI (11.3 KM) NORTH OF DAVIS AND 3 MI (4.8 KM) SOUTH OF AC9223'WOODLAND. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE AC9223'HIGHWAY 5 AND STATE HIGHWAY 113 (SOUTH) IN WOODLAND, GO SOUTH ON AC9223'HIGHWAY 113 FOR 2.9 MI (4.7 KM) TO THE ROAD 25A OFF-RAMP. TAKE THE AC9223'OFF-RAMP SOUTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH ROAD 25A. AC9223'TURN LEFT AND GO EAST ON ROAD 25A FOR ABOUT 225 FT (68.6 M) TO THE AC9223'STATION ON THE RIGHT. THE STATION IS A SURVEY DISK ENCASED IN PVC AC9223'PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 190.5 FT AC9223'(58.1 M) WEST OF THE WEST END OF THE SOUTH CONCRETE BRIDGE RAILING OF AC9223'THE ROAD 25A OVERCROSSING, 61.5 FT (18.7 M) WEST OF AN OVERSIDE DRAIN AC9223'PIPE, 30.3 FT (9.2 M) SOUTH OF THE CENTERLINE OF ROAD 25A, 9.5 FT (2.9 AC9223'M) SOUTHEAST OF THE WEST END OF THE METAL GUARD RAIL ON THE SOUTH SIDE AC9223'OF ROAD 25A, 7.5 FT (2.3 M) SOUTH OF THE GUARD RAIL, 3.0 FT (0.9 M) AC9223'NORTH OF A CARSONITE WITNESS POST AND LEVEL WITH ROAD 25A. THIS AC9223'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AC9223'SURVEY. AC9223 AC9223 STATION RECOVERY (1999) AC9223 AC9223'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) AC9223'RECOVERED AS DESCRIBED. AC9223 AC9223 STATION RECOVERY (2002) AC9223 AC9223'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AC9223'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4820 *********************************************************************** JS4820 DESIGNATION - J 377 RESET JS4820 PID - JS4820 JS4820 STATE/COUNTY- CA/YOLO JS4820 USGS QUAD - MADISON (1992) JS4820 JS4820 *CURRENT SURVEY CONTROL JS4820 ___________________________________________________________________ JS4820* NAD 83(1986)- 38 40 47. (N) 121 57 15. (W) SCALED JS4820* NAVD 88 - 45.42 (+/-2cm) 149.0 (feet) VERTCON JS4820 ___________________________________________________________________ JS4820 GEOID HEIGHT- -30.83 (meters) GEOID99 JS4820 JS4820 VERT ORDER - THIRD (See Below) JS4820 JS4820.The horizontal coordinates were scaled from a topographic map and have JS4820.an estimated accuracy of +/- 6 seconds. JS4820 JS4820.The NAVD 88 height was computed by applying the VERTCON shift value to JS4820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS4820.The vertical order pertains to the superseded datum. JS4820 JS4820.The geoid height was determined by GEOID99. JS4820 JS4820; North East Units Estimated Accuracy JS4820;SPC CA 2 - 612,460. 2,003,990. MT (+/- 180 meters Scaled) JS4820 JS4820 SUPERSEDED SURVEY CONTROL JS4820 JS4820 NGVD 29 - 44.63 (m) 146.4 (f) RESET 3 JS4820 JS4820.Superseded values are not recommended for survey control. JS4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4820.See file dsdata.txt to determine how the superseded data were derived. JS4820 JS4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH909817(NAD 83) JS4820_MARKER: DV = VERTICAL CONTROL DISK JS4820_SETTING: 35 = BRIDGE DECK JS4820_STAMPING: J 377 RESET 1979 JS4820_MARK LOGO: NGS JS4820_MAGNETIC: N = NO MAGNETIC MATERIAL JS4820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4820+STABILITY: SURFACE MOTION JS4820 JS4820 HISTORY - Date Condition Report By JS4820 HISTORY - 1979 MONUMENTED CADT JS4820 JS4820 STATION DESCRIPTION JS4820 JS4820'DESCRIBED BY CALTRANS 1979 JS4820'0.60 MILE (0.97 KM) EAST ALONG STATE HIGHWAY 16 FROM THE POST OFFICE JS4820'AT MADISON, IN THE NORTHEAST END OF THE DECK OF CONCRETE BRIDGE JS4820'NUMBER 22-28 OVER SOUTH FORK WILLOW CREEK, 23.8 FEET (7.3 M) NORTH OF JS4820'THE CENTERLINE OF THE HIGHWAY, 1.3 FEET (0.4 M) SOUTH OF THE CONCRETE JS4820'RAIL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5065 *********************************************************************** AI5065 DESIGNATION - KEATON AI5065 PID - AI5065 AI5065 STATE/COUNTY- CA/YOLO AI5065 USGS QUAD - MADISON (1992) AI5065 AI5065 *CURRENT SURVEY CONTROL AI5065 ___________________________________________________________________ AI5065* NAD 83(1998)- 38 42 33.52158(N) 121 53 11.08156(W) ADJUSTED AI5065* NAVD 88 - 35.84 (meters) 117.6 (feet) GPS OBS AI5065 ___________________________________________________________________ AI5065 EPOCH DATE - 1999.51 AI5065 X - -2,632,509.017 (meters) COMP AI5065 Y - -4,231,539.230 (meters) COMP AI5065 Z - 3,967,190.191 (meters) COMP AI5065 LAPLACE CORR- 1.63 (seconds) DEFLEC99 AI5065 ELLIP HEIGHT- 5.06 (meters) GPS OBS AI5065 GEOID HEIGHT- -30.71 (meters) GEOID99 AI5065 AI5065 HORZ ORDER - FIRST AI5065 ELLP ORDER - FOURTH CLASS I AI5065 AI5065.The horizontal coordinates were established by GPS observations AI5065.and adjusted by the National Geodetic Survey in May 2000. AI5065.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5065.DATUM ITEM on the data sheet items page. AI5065.The horizontal coordinates are valid at the epoch date displayed above. AI5065.The epoch date for horizontal control is a decimal equivalence AI5065.of Year/Month/Day. AI5065 AI5065.The orthometric height was determined by GPS observations and a AI5065.high-resolution geoid model using precise GPS observation and AI5065.processing techniques. AI5065 AI5065.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5065 AI5065.The Laplace correction was computed from DEFLEC99 derived deflections. AI5065 AI5065.The ellipsoidal height was determined by GPS observations AI5065.and is referenced to NAD 83. AI5065 AI5065.The geoid height was determined by GEOID99. AI5065 AI5065; North East Units Scale Converg. AI5065;SPC CA 2 - 615,745.554 2,009,879.259 MT 0.99993601 +0 04 17.8 AI5065;SPC CA 2 - 2,020,158.54 6,594,078.87 sFT 0.99993601 +0 04 17.8 AI5065;UTM 10 - 4,285,107.835 596,822.231 MT 0.99971544 +0 41 47.2 AI5065 AI5065 SUPERSEDED SURVEY CONTROL AI5065 AI5065.No superseded survey control is available for this station. AI5065 AI5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9682285108(NAD 83) AI5065_MARKER: DD = SURVEY DISK AI5065_SETTING: 34 = CONCRETE CULVERT AI5065_STAMPING: KEATON 1999 AI5065_MARK LOGO: CA-113 AI5065_MAGNETIC: N = NO MAGNETIC MATERIAL AI5065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5065+STABILITY: SURFACE MOTION AI5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5065+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5065 AI5065 HISTORY - Date Condition Report By AI5065 HISTORY - 1999 MONUMENTED FRAME AI5065 HISTORY - 20020826 GOOD FRAME AI5065 AI5065 STATION DESCRIPTION AI5065 AI5065'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5065'THE STATION IS LOCATED ABOUT6.3 MI NORTHWEST OF WOODLAND AND ABOUT 5 AI5065'MI (8.0 KM) NORTHEAST OF WOODLAND. TO REACH THE STATION FROM THE AI5065'INTERSECTION OF MAIN STREET, STATE HIGHWAY 16, AND COUNTY ROAD 98 IN AI5065'WOODLAND, GO WEST ON HIGHWAY 16 FOR 2.8 MI (4.5 KM) WHERE THE ROAD AI5065'CURVES LEFT, SOUTHWEST, AND THE INTERSECTION OF ROAD 22, STRAIGHT AI5065'AHEAD. CONTINUE WEST ON ROAD 22 FOR 0.8 MI (1.3 KM) TO A AI5065'T-INTERSECTION, COUNTY ROAD 94B. TURN RIGHT AND GO NORTHEAST ON ROAD AI5065'94B FOR 1.9 MI (3.1 KM) TO A SIDE ROAD LEFT, ROAD 19. TURN LEFT AND AI5065'GO NORTHWEST ON ROAD 19 FOR 1.4 MI (2.3 KM) TO THE STATION ON THE AI5065'RIGHT. THE STATION IS A 2 IN YOLO COUNTY DISK SET IN THE TOP OF A AI5065'CONCRETE CULVERT. IT IS 5.9 M (19.4 FT) NORTH OF THE CENTERLINE OF AI5065'ROAD 19, 1.9 M (6.2 FT) WEST OF THE CENTER OF A 1.5 M (4.9 FT) AI5065'DIAMETER CULVERT, 0.9 M (3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE AI5065'ANGLED HEADWALL AND 0.8 M (2.6 FT) NORTHWEST OF A CARSONITE WITNESS AI5065'POST. AI5065 AI5065 STATION RECOVERY (2002) AI5065 AI5065'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5065'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4470 *********************************************************************** AH4470 DESIGNATION - L 967 RESET AH4470 PID - AH4470 AH4470 STATE/COUNTY- CA/YOLO AH4470 USGS QUAD - MERRITT (1992) AH4470 AH4470 *CURRENT SURVEY CONTROL AH4470 ___________________________________________________________________ AH4470* NAD 83(1986)- 38 32 00. (N) 121 48 11. (W) SCALED AH4470* NAVD 88 - 21.56 (meters) 70.7 (feet) RESET AH4470 ___________________________________________________________________ AH4470 GEOID HEIGHT- -31.26 (meters) GEOID99 AH4470 AH4470 VERT ORDER - THIRD AH4470 AH4470.The horizontal coordinates were scaled from a topographic map and have AH4470.an estimated accuracy of +/- 6 seconds. AH4470 AH4470.The orthometric height was computed from unverified reset data. AH4470 AH4470.The geoid height was determined by GEOID99. AH4470 AH4470; North East Units Estimated Accuracy AH4470;SPC CA 2 - 596,220. 2,017,170. MT (+/- 180 meters Scaled) AH4470 AH4470 SUPERSEDED SURVEY CONTROL AH4470 AH4470.No superseded survey control is available for this station. AH4470 AH4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH043656(NAD 83) AH4470_MARKER: DV = VERTICAL CONTROL DISK AH4470_SETTING: 34 = UTILITY BOX AH4470_STAMPING: L 967 RESET 1977 AH4470_MARK LOGO: NGS AH4470_PROJECTION: FLUSH AH4470_MAGNETIC: N = NO MAGNETIC MATERIAL AH4470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4470+STABILITY: SURFACE MOTION AH4470 AH4470 HISTORY - Date Condition Report By AH4470 HISTORY - 1977 MONUMENTED CA-113 AH4470 AH4470 STATION DESCRIPTION AH4470 AH4470'DESCRIBED BY YOLO COUNTY CALIFORNIA 1977 (RDS) AH4470'3.2 MILES (5.1 KM) WEST ALONG RUSSELL BOULEVARD FROM THE JUNCTION OF AH4470'3RD STREET IN DAVIS, THENCE 0.90 MILES (1.45 KM) SOUTH ALONG PEDRICK AH4470'ROAD, APPROXIMATELY 27 FEET (8.2 M) WEST OF THE CENTERLINE OF THE AH4470'HIGHWAY IN THE SOUTHWEST CORNER OF A 3 1/2 BY 6 FOOT (1.8 M) CONCRETE AH4470'UTILITY BOX SET FLUSH WITH THE GROUND. DISK IS APPROXIMATELY 14 FEET AH4470'(4.3 M) SOUTHEAST OF A 40 INCH BLACK WALNUT TREE AND 2 FEET (0.6 M) AH4470'LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4457 *********************************************************************** AH4457 DESIGNATION - L 967 X RESET AH4457 PID - AH4457 AH4457 STATE/COUNTY- CA/YOLO AH4457 USGS QUAD - ZAMORA (1992) AH4457 AH4457 *CURRENT SURVEY CONTROL AH4457 ___________________________________________________________________ AH4457* NAD 83(1986)- 38 45 40. (N) 121 56 55. (W) SCALED AH4457* NAVD 88 - 58.32 (+/-2cm) 191.3 (feet) VERTCON AH4457 ___________________________________________________________________ AH4457 GEOID HEIGHT- -30.57 (meters) GEOID99 AH4457 AH4457 VERT ORDER - THIRD (See Below) AH4457 AH4457.The horizontal coordinates were scaled from a topographic map and have AH4457.an estimated accuracy of +/- 6 seconds. AH4457 AH4457.The NAVD 88 height was computed by applying the VERTCON shift value to AH4457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4457.The vertical order pertains to the superseded datum. AH4457 AH4457.The geoid height was determined by GEOID99. AH4457 AH4457; North East Units Estimated Accuracy AH4457;SPC CA 2 - 621,490. 2,004,470. MT (+/- 180 meters Scaled) AH4457 AH4457 SUPERSEDED SURVEY CONTROL AH4457 AH4457 NGVD 29 - 57.54 (m) 188.8 (f) RESET 3 AH4457 AH4457.Superseded values are not recommended for survey control. AH4457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4457.See file dsdata.txt to determine how the superseded data were derived. AH4457 AH4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH913907(NAD 83) AH4457_MARKER: DV = VERTICAL CONTROL DISK AH4457_SETTING: 32 = CULVERT HEADWALL AH4457_STAMPING: L 967 X RESET 1976 AH4457_MARK LOGO: NGS AH4457_PROJECTION: FLUSH AH4457_MAGNETIC: N = NO MAGNETIC MATERIAL AH4457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4457+STABILITY: SURFACE MOTION AH4457 AH4457 HISTORY - Date Condition Report By AH4457 HISTORY - 1976 MONUMENTED CADT AH4457 AH4457 STATION DESCRIPTION AH4457 AH4457'DESCRIBED BY CALTRANS 1976 (DRG) AH4457'2.4 MILES (3.9 KM) NORTH ALONG COUNTY ROAD 89 FROM THE JUNCTION OF AH4457'STATE HIGHWAY 16 AT MADISON TO THE INTERCHANGE OF INTERSTATE 505 AND AH4457'COUNTY ROAD 19, THENCE 3.05 MILES (4.91 KM) NORTH ALONG INTERSTATE 505 AH4457'TO A CULVERT ON RIGHT, 31 FEET (9.4 M) EAST OF CENTERLINE OF FRONTAGE AH4457'ROAD, 168 FEET (51.2 M) EAST OF CENTERLINE OF INTERSTATE 505, ON TOP AH4457'OF THE CENTER OF THE EAST CONCRETE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5066 *********************************************************************** AI5066 DESIGNATION - LIBRARY AI5066 PID - AI5066 AI5066 STATE/COUNTY- CA/YOLO AI5066 USGS QUAD - WOODLAND (1981) AI5066 AI5066 *CURRENT SURVEY CONTROL AI5066 ___________________________________________________________________ AI5066* NAD 83(1998)- 38 40 44.18336(N) 121 46 28.09940(W) ADJUSTED AI5066* NAVD 88 - 19.93 (meters) 65.4 (feet) GPS OBS AI5066 ___________________________________________________________________ AI5066 EPOCH DATE - 1999.51 AI5066 X - -2,625,340.159 (meters) COMP AI5066 Y - -4,238,455.646 (meters) COMP AI5066 Z - 3,964,548.778 (meters) COMP AI5066 LAPLACE CORR- 2.27 (seconds) DEFLEC99 AI5066 ELLIP HEIGHT- -10.83 (meters) GPS OBS AI5066 GEOID HEIGHT- -30.69 (meters) GEOID99 AI5066 AI5066 HORZ ORDER - FIRST AI5066 ELLP ORDER - FOURTH CLASS I AI5066 AI5066.The horizontal coordinates were established by GPS observations AI5066.and adjusted by the National Geodetic Survey in May 2000. AI5066.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5066.DATUM ITEM on the data sheet items page. AI5066.The horizontal coordinates are valid at the epoch date displayed above. AI5066.The epoch date for horizontal control is a decimal equivalence AI5066.of Year/Month/Day. AI5066 AI5066.The orthometric height was determined by GPS observations and a AI5066.high-resolution geoid model using precise GPS observation and AI5066.processing techniques. AI5066 AI5066.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5066 AI5066.The Laplace correction was computed from DEFLEC99 derived deflections. AI5066 AI5066.The ellipsoidal height was determined by GPS observations AI5066.and is referenced to NAD 83. AI5066 AI5066.The geoid height was determined by GEOID99. AI5066 AI5066; North East Units Scale Converg. AI5066;SPC CA 2 - 612,392.384 2,019,623.453 MT 0.99993960 +0 08 31.9 AI5066;SPC CA 2 - 2,009,157.35 6,626,047.95 sFT 0.99993960 +0 08 31.9 AI5066;UTM 10 - 4,281,861.722 606,600.326 MT 0.99973993 +0 45 57.5 AI5066 AI5066 SUPERSEDED SURVEY CONTROL AI5066 AI5066.No superseded survey control is available for this station. AI5066 AI5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0660081862(NAD 83) AI5066_MARKER: DD = SURVEY DISK AI5066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5066_STAMPING: LIBRARY 1999 AI5066_MARK LOGO: CA-113 AI5066_PROJECTION: RECESSED 10 CENTIMETERS AI5066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5066+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5066_ROD/PIPE-DEPTH: 7.3 meters AI5066 AI5066 HISTORY - Date Condition Report By AI5066 HISTORY - 1999 MONUMENTED FRAME AI5066 HISTORY - 20020826 GOOD FRAME AI5066 AI5066 STATION DESCRIPTION AI5066 AI5066'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5066'THE STATION IS LOCATED IN CENTRAL WOODLAND NEAR THE INTERSECTION OF AI5066'NORTH COLLEGE AND COURT STREETS. TO REACH THE STATION FROM THE AI5066'INTERSECTION OF EAST MAIN STREET AND EAST STREET IN DOWNTOWN WOODLAND AI5066'GO WEST ON EAST MAIN STREET FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF AI5066'NORTH COLLEGE STREET. TURN RIGHT AND GO NORTH ON NORTH COLLEGE STREET AI5066'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF COURT STREET AND THE AI5066'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION IN THE ROSE AI5066'GARDEN OF THE WOODLAND LIBRARY. THE STATION IS A 2 1/2 IN YOLO COUNTY AI5066'DISK SET INSIDE AN ALUMINUM LOGO CAP. IT IS ABOUT 45 M (147.6 FT) AI5066'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY, 18.5 M (60.7 AI5066'FT) EAST OF THE CENTERLINE OF COLLEGE STREET, 18.2 M (59.7 FT) NORTH AI5066'OF THE CENTERLINE OF COURT STREET, 11.3 M (37.1 FT) NORTH-NORTHEAST OF AI5066'A TRAFFIC SIGNAL POLE WITH STREET LIGHT, 6.4 M (21.0 FT) NORTHEAST OF AI5066'THE NORTHEAST CORNER OF A 0.6 M (2.0 FT) BY 0.8 M (2.6 FT) SIGNAL AI5066'CONTROL BOX, 4.0 M (13.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF A AI5066'CIRCULAR CONCRETE WALKWAY, 0.2 M (0.7 FT) SOUTHEAST OF THE EDGE OF THE AI5066'SIDEWALK, ABOUT 3 CM LOWER THAN THE SIDEWALK AND FLUSH WITH THE GROUND AI5066'SURFACE. AI5066 AI5066 STATION RECOVERY (2002) AI5066 AI5066'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5066'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2364 *********************************************************************** JS2364 DESIGNATION - MADISON JS2364 PID - JS2364 JS2364 STATE/COUNTY- CA/YOLO JS2364 USGS QUAD - MADISON (1992) JS2364 JS2364 *CURRENT SURVEY CONTROL JS2364 ___________________________________________________________________ JS2364* NAD 83(1998)- 38 41 00.22665(N) 121 58 36.35931(W) ADJUSTED JS2364* NAVD 88 - 47.03 (meters) 154.3 (feet) GPS OBS JS2364 ___________________________________________________________________ JS2364 EPOCH DATE - 1999.51 JS2364 X - -2,640,135.915 (meters) COMP JS2364 Y - -4,228,915.550 (meters) COMP JS2364 Z - 3,964,951.835 (meters) COMP JS2364 LAPLACE CORR- -1.26 (seconds) DEFLEC99 JS2364 ELLIP HEIGHT- 16.16 (meters) GPS OBS JS2364 GEOID HEIGHT- -30.81 (meters) GEOID99 JS2364 JS2364 HORZ ORDER - FIRST JS2364 VERT ORDER - FIRST CLASS II (See Below) JS2364 ELLP ORDER - FOURTH CLASS I JS2364 JS2364.The horizontal coordinates were established by GPS observations JS2364.and adjusted by the National Geodetic Survey in May 2000. JS2364.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2364.DATUM ITEM on the data sheet items page. JS2364.The horizontal coordinates are valid at the epoch date displayed above. JS2364.The epoch date for horizontal control is a decimal equivalence JS2364.of Year/Month/Day. JS2364 JS2364.The orthometric height was determined by GPS observations and a JS2364.high-resolution geoid model using precise GPS observation and JS2364.processing techniques. JS2364.The vertical order pertains to the superseded datum. JS2364 JS2364.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2364 JS2364.The Laplace correction was computed from DEFLEC99 derived deflections. JS2364 JS2364.The ellipsoidal height was determined by GPS observations JS2364.and is referenced to NAD 83. JS2364 JS2364.The geoid height was determined by GEOID99. JS2364 JS2364; North East Units Scale Converg. JS2364;SPC CA 2 - 612,862.973 2,002,021.452 MT 0.99993905 +0 00 52.7 JS2364;SPC CA 2 - 2,010,701.27 6,568,298.71 sFT 0.99993905 +0 00 52.7 JS2364;UTM 10 - 4,282,140.414 588,998.137 MT 0.99969754 +0 38 22.5 JS2364 JS2364: Primary Azimuth Mark Grid Az JS2364:SPC CA 2 - MADISON AZ MK 101 12 05.4 JS2364:UTM 10 - MADISON AZ MK 100 34 35.6 JS2364 JS2364|---------------------------------------------------------------------| JS2364| PID Reference Object Distance Geod. Az | JS2364| dddmmss.s | JS2364| JS2368 MADISON AZ MK 1011258.1 | JS2364| JS2365 MADISON RM 1 22.598 METERS 17218 | JS2364| JS2367 MADISON RM 3 22.610 METERS 17223 | JS2364| JS4586 SAN FRAN SEATTLE AIRWAY BCN 6 APPROX.13.6 KM 1863637.0 | JS2364| JS2366 MADISON RM 2 24.853 METERS 30008 | JS2364|---------------------------------------------------------------------| JS2364 JS2364 SUPERSEDED SURVEY CONTROL JS2364 JS2364 NAD 83(1992)- 38 41 00.22223(N) 121 58 36.35512(W) AD(1991.35) 1 JS2364 ELLIP HT - 16.28 (m) GP(1991.35) 4 2 JS2364 NAD 83(1992)- 38 41 00.22192(N) 121 58 36.35837(W) AD(1991.35) 2 JS2364 NAD 83(1986)- 38 41 00.21544(N) 121 58 36.36242(W) AD(1984.00) 2 JS2364 NAD 27 - 38 41 00.56200(N) 121 58 32.47100(W) AD( ) 2 JS2364 NGVD 29 - 46.272 (m) 151.81 (f) ADJ UNCH 1 2 JS2364 JS2364.Superseded values are not recommended for survey control. JS2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2364.See file dsdata.txt to determine how the superseded data were derived. JS2364 JS2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8899882140(NAD 83) JS2364_MARKER: DS = TRIANGULATION STATION DISK JS2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2364_STAMPING: MADISON 1939 JS2364_MARK LOGO: CGS JS2364_MAGNETIC: N = NO MAGNETIC MATERIAL JS2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2364+STABILITY: SURFACE MOTION JS2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2364+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2364 JS2364 HISTORY - Date Condition Report By JS2364 HISTORY - 1939 MONUMENTED CGS JS2364 HISTORY - 1949 SEE DESCRIPTION CGS JS2364 HISTORY - 1953 SEE DESCRIPTION USGS JS2364 HISTORY - 1966 SEE DESCRIPTION CGS JS2364 HISTORY - 1970 SEE DESCRIPTION NGS JS2364 HISTORY - 1970 GOOD NGS JS2364 HISTORY - 1976 GOOD CADT JS2364 HISTORY - 1976 GOOD NGS JS2364 HISTORY - 19960514 GOOD CADT JS2364 HISTORY - 19990719 GOOD FRAME JS2364 HISTORY - 20020826 GOOD FRAME JS2364 JS2364 STATION DESCRIPTION JS2364 JS2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) JS2364'LOCATED ON THE NORTH SIDE OF THE RAILROAD TRACKS ABOUT 1/2 MILE JS2364'WEST OF MADISON, CALIFORNIA. JS2364' JS2364'TO REACH FROM MADISON, GO NORTH 0.15 MILE AND TURN LEFT, WEST, JS2364'AT SIGN WINTERS 11- WOODLAND 11- ZAMORA 11. GO 0.5 MILE AND JS2364'TURN RIGHT ONTO ROAD WHICH CROSSES THE RAILROAD TRACKS. JS2364'IMMEDIATELY AFTER CROSSING TRACKS TURN RIGHT, EAST, ALONG TRACKS JS2364'AND GO ABOUT 100 YARDS TO STATION, WHICH IS ABOUT 22 FEET NORTH JS2364'OF THE CENTER OF THE RAILROAD, 98 FEET NORTH OF STATE HIGHWAY JS2364'16, AND 28 FEET SOUTH OF THE FENCE LINE. JS2364' JS2364'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION NEAR THE RIGHT-OF-WAY JS2364'FENCE LINE. REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION JS2364'AND NEAR THE RIGHT-OF-WAY FENCE LINE. THE AZIMUTH MARK IS EAST JS2364'OF THE STATION AT THE ROAD INTERSECTION AND IS ON THE NORTH SIDE JS2364'OF STATE HIGHWAY 16. ALL REFERENCE MARKS PROJECT ABOUT 6 INCHES JS2364'ABOVE THE SURFACE. THE STATION MARK IS FLUSH WITH THE GROUND. JS2364' JS2364'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD JS2364'BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, JS2364'RESPECTIVELY. JS2364 JS2364 STATION RECOVERY (1949) JS2364 JS2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH) JS2364'THE STATION WAS FOUND AS DESCRIBED AND THE MARKS ARE IN GOOD JS2364'CONDITION WITH THE EXCEPTION OF SOME CONCRETE BROKEN OFF THE TOP JS2364'OF REFERENCE MARK NUMBER 2, BUT THE DISK IS SOLID. A NEW JS2364'DESCRIPTION FOLLOWS. JS2364' JS2364'THE STATION IS LOCATED ALONG THE NORTH SIDE OF THE RAILROAD TRACKS JS2364'ABOUT 1/2 MILE WEST OF THE TOWN OF MADISON. JS2364' JS2364'THE STATION MARK, STAMPED MADISON 1939, IS A STANDARD DISK AS JS2364'DESCRIBED IN NOTES 1A AND 7A, AND PROJECTS ABOUT 2 INCHES. IT IS JS2364'ABOUT 98 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, 28 JS2364'FEET SOUTH OF THE FENCELINE AND 22 FEET NORTH OF THE CENTER OF THE JS2364'RAILROAD. JS2364' JS2364'REFERENCE MARK NUMBER 1, STAMPED MADISON NO 1 1939, IS A STANDARD JS2364'DISK AS DESCRIBED IN NOTE 11A, PROJECTING 2 INCHES AND ABOUT THE JS2364'SAME ELEVATION AS THE STATION. IT IS ABOUT 1 FOOT NORTH OF JS2364'FENCELINE. JS2364' JS2364'REFERENCE MARK NUMBER 2, STAMPED MADISON NO 2 1939, IS A JS2364'STANDARD DISK AS DESCRIBED IN NOTE 11A, PROJECTING 2 INCHES AND JS2364'ABOUT THE SAME ELEVATION AS THE STATION. IT IS ABOUT 1 FOOT JS2364'SOUTH OF FENCELINE. JS2364' JS2364'THE AZIMUTH MARK, STAMPED MADISON 1939, IS A STANDARD DISK AS JS2364'DESCRIBED IN NOTE 11A AND PROJECTS 2 INCHES. TO REACH FROM THE JS2364'STATION GO EAST ON STATE HIGHWAY 16 FOR 0.4 MILE TO CROSSROADS. JS2364'THE AZIMUTH MARK IS ON THE NORTH SIDE OF STATE HIGHWAY 16, 62 FEET JS2364'NORTH NORTHWEST OF THE CENTER OF CROSSROADS, 2.5 FEET NORTH JS2364'NORTHWEST OF SIGN MADISON AND 20 FEET WEST OF THE CENTER OF HARD JS2364'SURFACED ROAD. JS2364' JS2364'THE SUB-STATION IS THE INTERSECTION OF A GRAVEL ROAD AND EDGE JS2364'OF STATE HIGHWAY 16. IT IS ABOUT THE SAME ELEVATION AS THE JS2364'STATION. JS2364' JS2364'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE JS2364'IN MADISON GO NORTH FOR 0.15 MILE. TURN LEFT ON STATE HIGHWAY 16 JS2364'AND GO 0.5 MILE. TURN RIGHT, CROSS RAILROAD TRACKS. TURN RIGHT JS2364'ALONG THE NORTH SIDE OF TRACKS AND GO 100 YARDS TO STATION. JS2364 JS2364 STATION RECOVERY (1953) JS2364 JS2364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 JS2364'STATION IS 0.2 MILE NORTH ALONG THE BROWNS VALLEY ROAD FROM THE JS2364'POST OFFICE AT MADISON, AT THE INTERSECTION OF THE BROWNS VALLEY JS2364'ROAD AND STATE HIGHWAY 16, 69.5 FEET NORTH OF THE INTERSECTION JS2364'OF THE CENTERLINES OF THE ROADS, 52.5 FEET NORTHWEST OF A POWER JS2364'POLE, 13 FEET NORTHWEST OF THE NORTHWEST CORNER OF HIGHWAY JS2364'BRIDGE NO. 2275, 2.5 FEET EAST OF A FENCE LINE, AND SET IN JS2364'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE JS2364'GROUND. FENCE LINE NO LONGER EXISTS AND INDICATIONS ARE THAT JS2364'THE LAND HAS BEEN GRADED. JS2364 JS2364 STATION RECOVERY (1966) JS2364 JS2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS) JS2364'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH WERE RECOVERED JS2364'IN GOOD CONDITION, REFERENCE MARK 1 WAS FOUND DESTROYED. ALL JS2364'MARKS HAVE BEEN LEVELED OVER. JS2364' JS2364'TO REACH FROM THE JUNCTION OF COUNTY ROAD 89 AT MADISON, GO 0.5 JS2364'MILE WEST ALONG STATE HIGHWAY 16. JS2364' JS2364'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED JS2364'MADISON 1939, 19.5 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN JS2364'PACIFIC RAILROAD, 93-1/2 FEET NORTH AND ACROSS THE TRACK FROM JS2364'THE CENTER LINE OF THE HIGHWAY, 28.2 FEET SOUTH OF A FENCE, 1.5 JS2364'FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE JS2364'POST PROJECTING 0.1 FOOT ABOVE THE GROUND. R.M. 2 IS A C AND GS JS2364'REFERENCE MARK DISK, STAMPED MADISON NO 2 1939. 82.16 FEET JS2364'WEST-NORTHWEST OF THE STATION, AND SET IN THE TOP OF A JS2364'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. JS2364' JS2364'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED MADISON JS2364'1939. 0.5 MILE EAST OF THE STATION, AT MADISON, AT THE JUNCTION JS2364'OF STATE HIGHWAY 16 AND COUNTY ROAD 89, 68 FEET NORTH OF THE JS2364'CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF JS2364'THE ROAD, 1.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP JS2364'OF A CONCRETE POST FLUSH WITH THE GROUND. JS2364' JS2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE WEST JS2364'OF MADISON. JS2364 JS2364 STATION RECOVERY (1970) JS2364 JS2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) JS2364'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD JS2364'CONDITION. THE TOP OF THE REFERENCE MARK 1 CONCRETE POST WAS JS2364'FOUND SHEARED OFF FLUSH WITH THE GROUND. THE POST WAS SOLID IN JS2364'THE GROUND SO REFERENCE MARK 3 WAS SET IN TOP OF IT ON THIS DATE. JS2364'THE REFERENCE MARK 2 CONCRETE POST WAS FOUND SOLID IN THE GROUND JS2364'BUT PART OF THE TOP OF THE POST HAD BEEN BROKEN OFF AND IT WAS JS2364'PROBABLY SLIGHTLY OUT OF POSITION. IT WAS REINFORCED WITH JS2364'CONCRETE ON THIS DATE. THE PREVIOUS DESCRIPTIONS ARE ADEQUATE JS2364'WITH THE FOLLOWING ADDITION-- JS2364' JS2364'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED JS2364'MADISON 1939 NO 3 1970 CEMENTED IN A DRILL HOLE IN THE TOP OF A JS2364'10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS 97.5 JS2364'FEET EAST OF TELEPHONE POLE 329, 46.0 FEET SOUTH OF THE SOUTH JS2364'RAIL OF A RAILROAD TRACK, 27.0 FEET NORTH OF THE CENTERLINE OF JS2364'STATE HIGHWAY 16, AND ABOUT 2-1/2 FEET LOWER THAN THE TRACK. JS2364' JS2364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE WEST JS2364'OF MADISON JS2364 JS2364 STATION RECOVERY (1970) JS2364 JS2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JS2364'0.5 MI W FROM MADISON. JS2364'0.5 MILE WEST ALONG STATE HIGHWAY 16 FROM ITS JUNCTION WITH JS2364'ROAD 89 AT MADISON, ABOUT 145 YARDS EAST OF THE CENTERLINE OF JS2364'A GRAVELED ROAD LEADING NORTH, 105.0 FEET NORTHEAST OF TELEPHONE JS2364'POLE 329, 97.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, JS2364'27.7 FEET SOUTH OF A FENCE LINE, 19.5 FEET NORTH OF THE NORTH JS2364'RAIL OF A RAILROAD TRACK, 1.3 FEET NORTH OF A METAL WITNESS JS2364'POST, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET LOWER JS2364'THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH JS2364'THE GROUND. JS2364 JS2364 STATION RECOVERY (1976) JS2364 JS2364'RECOVERY NOTE BY CALTRANS 1976 (HDM) JS2364'THE STATION MARK AND REFERENCE MARKS NO 2 AND NO 3 AND AZIMUTH MARK JS2364'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY L. F. SMITH IN 1970 JS2364'EXCEPT THAT RAILROAD TRACKS HAVE BEEN REMOVED. JS2364 JS2364 STATION RECOVERY (1976) JS2364 JS2364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 JS2364'RECOVERED IN GOOD CONDITION. JS2364 JS2364 STATION RECOVERY (1996) JS2364 JS2364'RECOVERY NOTE BY CALTRANS 1996 (JDD) JS2364'THE STATION WAS RECOVERED. REFERENCE MARKS 2 AND 3 WERE NOT RECOVERED JS2364'AFTER A BRIEF SEARCH. THE FENCE LINE AND RAILROAD TRACKS DESCRIBED IN JS2364'PREVIOUS DESCRIPTIONS HAVE BEEN REMOVED. THE STATION IS 3.0 FT (0.9 JS2364'M) EAST OF A METAL POST WITH PADDLE, 3.0 FT (0.9 M) SOUTH OF A JS2364'CARSONITE WITNESS POST, 2 FT (0.6 M) LOWER THAN THE RAILROAD TRACK BED JS2364'AND RECESSED 1.0 FT (0.3 M) BELOW GROUND. THE STATION WAS OCCUPIED AS JS2364'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS2364 JS2364 STATION RECOVERY (1999) JS2364 JS2364'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2364'RECOVERED AS DESCRIBED. JS2364 JS2364 STATION RECOVERY (2002) JS2364 JS2364'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2364'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2344 *********************************************************************** JS2344 DESIGNATION - P 1031 JS2344 PID - JS2344 JS2344 STATE/COUNTY- CA/YOLO JS2344 USGS QUAD - GRAYS BEND (1975) JS2344 JS2344 *CURRENT SURVEY CONTROL JS2344 ___________________________________________________________________ JS2344* NAD 83(1998)- 38 40 38.14362(N) 121 42 34.07613(W) ADJUSTED JS2344* NAVD 88 - 10.26 (meters) 33.7 (feet) GPS OBS JS2344 ___________________________________________________________________ JS2344 EPOCH DATE - 1999.51 JS2344 X - -2,620,586.853 (meters) COMP JS2344 Y - -4,241,524.208 (meters) COMP JS2344 Z - 3,964,397.386 (meters) COMP JS2344 LAPLACE CORR- 1.59 (seconds) DEFLEC99 JS2344 ELLIP HEIGHT- -20.43 (meters) GPS OBS JS2344 GEOID HEIGHT- -30.63 (meters) GEOID99 JS2344 JS2344 HORZ ORDER - FIRST JS2344 VERT ORDER - SECOND CLASS 0 (See Below) JS2344 ELLP ORDER - FOURTH CLASS I JS2344 JS2344.The horizontal coordinates were established by GPS observations JS2344.and adjusted by the National Geodetic Survey in May 2000. JS2344.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2344.DATUM ITEM on the data sheet items page. JS2344.The horizontal coordinates are valid at the epoch date displayed above. JS2344.The epoch date for horizontal control is a decimal equivalence JS2344.of Year/Month/Day. JS2344 JS2344.The orthometric height was determined by GPS observations and a JS2344.high-resolution geoid model using precise GPS observation and JS2344.processing techniques. JS2344.The vertical order pertains to the superseded datum. JS2344 JS2344.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2344 JS2344.The Laplace correction was computed from DEFLEC99 derived deflections. JS2344 JS2344.The ellipsoidal height was determined by GPS observations JS2344.and is referenced to NAD 83. JS2344 JS2344.The geoid height was determined by GEOID99. JS2344 JS2344; North East Units Scale Converg. JS2344;SPC CA 2 - 612,222.215 2,025,280.320 MT 0.99993980 +0 10 59.4 JS2344;SPC CA 2 - 2,008,599.05 6,644,607.18 sFT 0.99993980 +0 10 59.4 JS2344;UTM 10 - 4,281,753.152 612,257.622 MT 0.99975518 +0 48 23.7 JS2344 JS2344 SUPERSEDED SURVEY CONTROL JS2344 JS2344 NGVD 29 - 9.698 (m) 31.82 (f) ADJ UNCH 2 0 JS2344 JS2344.Superseded values are not recommended for survey control. JS2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2344.See file dsdata.txt to determine how the superseded data were derived. JS2344 JS2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1225881753(NAD 83) JS2344_MARKER: DB = BENCH MARK DISK JS2344_SETTING: 30 = LARGE CONCRETE CULVERT JS2344_STAMPING: P 1031 1959 JS2344_MARK LOGO: CGS JS2344_MAGNETIC: N = NO MAGNETIC MATERIAL JS2344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2344+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2344 JS2344 HISTORY - Date Condition Report By JS2344 HISTORY - 1959 MONUMENTED CGS JS2344 HISTORY - 19990719 GOOD FRAME JS2344 HISTORY - 20020826 GOOD FRAME JS2344 JS2344 STATION DESCRIPTION JS2344 JS2344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 JS2344'3.3 MI E FROM WOODLAND. JS2344'ABOUT 0.3 MILE NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM JS2344'THE STATION AT WOODLAND, THENCE 3.0 MILES EAST ALONG STATE JS2344'HIGHWAY 16, 136 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH JS2344'CROSS ROAD, IN THE TOP OF THE SOUTH HEAD WALL OF A CONCRETE JS2344'AQUEDUCT UNDER THE SACRAMENTO NORTHERN RAILROAD TRACK, 130 FEET JS2344'NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET SOUTH OF THE JS2344'SOUTH RAIL AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK. JS2344 JS2344 STATION RECOVERY (1999) JS2344 JS2344'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2344'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF THE SACRAMENTO JS2344'RIVER AND ABOUT 3 MI (4.8 KM) EAST OF WOODLAND. TO REACH THE STATION JS2344'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E8, ROAD JS2344'102, ABOUT 2 MI (3.2 KM) EAST OF WOODLAND, GO NORTH ON ROAD E8 FOR 0.2 JS2344'MI (0.3 KM) TO THE INTERSECTION OF EAST MAIN STREET. TURN RIGHT AND JS2344'GO EAST ON EAST MAIN STREET FOR 1.0 MI (1.6 KM) TO A PAVED DRIVEWAY ON JS2344'THE LEFT AT THE ENTRANCE TO THE CITY OF WOODLAND STORM WATER PUMP JS2344'STATION AT 2395 EAST MAIN STREET. TURN LEFT AND GO NORTH ON THE JS2344'DRIVEWAY FOR ABOUT 40 M (131.2 FT) TO THE STATION ON THE RIGHT NEAR JS2344'THE YOLO SHORTLINE RAILROAD TRACK. THE STATION IS 40.5 M (132.9 FT) JS2344'EAST OF THE CENTERLINE OF THE DRIVEWAY, 39.6 M (129.9 FT) NORTH OF THE JS2344'CENTERLINE OF EAST MAIN STREET, 2.4 M (7.9 FT) SOUTH OF THE SOUTH RAIL JS2344'OF THE RAILROAD TRACK AND ABOUT 0.8 M (2.6 FT) LOWER THAN THE TRACK. JS2344'IT IS SET IN THE SOUTH CONCRETE HEADWALL OF THE AQUEDUCT WHICH RUNS JS2344'UNDER THE TRACK. JS2344 JS2344 STATION RECOVERY (2002) JS2344 JS2344'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2344'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2130 *********************************************************************** JS2130 DESIGNATION - P 1075 JS2130 PID - JS2130 JS2130 STATE/COUNTY- CA/YOLO JS2130 USGS QUAD - ZAMORA (1992) JS2130 JS2130 *CURRENT SURVEY CONTROL JS2130 ___________________________________________________________________ JS2130* NAD 83(1998)- 38 50 51.29409(N) 121 56 00.25666(W) ADJUSTED JS2130* NAVD 88 - 14.90 (meters) 48.9 (feet) GPS OBS JS2130 ___________________________________________________________________ JS2130 EPOCH DATE - 1999.51 JS2130 X - -2,630,885.378 (meters) COMP JS2130 Y - -4,221,206.410 (meters) COMP JS2130 Z - 3,979,143.431 (meters) COMP JS2130 LAPLACE CORR- 2.31 (seconds) DEFLEC99 JS2130 ELLIP HEIGHT- -15.45 (meters) GPS OBS JS2130 GEOID HEIGHT- -30.27 (meters) GEOID99 JS2130 JS2130 HORZ ORDER - FIRST JS2130 VERT ORDER - FIRST CLASS II (See Below) JS2130 ELLP ORDER - FOURTH CLASS I JS2130 JS2130.The horizontal coordinates were established by GPS observations JS2130.and adjusted by the National Geodetic Survey in May 2000. JS2130.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2130.DATUM ITEM on the data sheet items page. JS2130.The horizontal coordinates are valid at the epoch date displayed above. JS2130.The epoch date for horizontal control is a decimal equivalence JS2130.of Year/Month/Day. JS2130 JS2130.The orthometric height was determined by GPS observations and a JS2130.high-resolution geoid model using precise GPS observation and JS2130.processing techniques. JS2130.The vertical order pertains to the superseded datum. JS2130 JS2130.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2130 JS2130.The Laplace correction was computed from DEFLEC99 derived deflections. JS2130 JS2130.The ellipsoidal height was determined by GPS observations JS2130.and is referenced to NAD 83. JS2130 JS2130.The geoid height was determined by GEOID99. JS2130 JS2130; North East Units Scale Converg. JS2130;SPC CA 2 - 631,089.952 2,005,780.829 MT 0.99992319 +0 02 31.2 JS2130;SPC CA 2 - 2,070,500.95 6,580,632.60 sFT 0.99992319 +0 02 31.2 JS2130;UTM 10 - 4,300,403.196 592,557.338 MT 0.99970549 +0 40 08.7 JS2130 JS2130 SUPERSEDED SURVEY CONTROL JS2130 JS2130 NGVD 29 - 14.225 (m) 46.67 (f) ADJ UNCH 1 2 JS2130 JS2130.Superseded values are not recommended for survey control. JS2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2130.See file dsdata.txt to determine how the superseded data were derived. JS2130 JS2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9255700403(NAD 83) JS2130_MARKER: DB = BENCH MARK DISK JS2130_SETTING: 30 = CONCRETE HEADWALL JS2130_STAMPING: P 1075 1967 JS2130_MARK LOGO: CGS JS2130_MAGNETIC: N = NO MAGNETIC MATERIAL JS2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2130+STABILITY: SURFACE MOTION JS2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2130+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2130 JS2130 HISTORY - Date Condition Report By JS2130 HISTORY - 1967 MONUMENTED CGS JS2130 HISTORY - 1987 GOOD USPSQD JS2130 HISTORY - 19990719 GOOD FRAME JS2130 HISTORY - 20020826 GOOD FRAME JS2130 JS2130 STATION DESCRIPTION JS2130 JS2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS2130'3.3 MI SE FROM DUNNIGAN. JS2130'3.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2130'FROM THE CROSSING OF MAIN STREET AT DUNNIGAN, DIRECTLY OPPOSITE JS2130'RAILROAD BRIDGE 100.01, 1/2 POLES NORTHWEST OF MILEPOLE 100 AND JS2130'A PRIVATE ROAD CROSSING, IN THE TOP OF AND 2.4 FEET NORTHWEST JS2130'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A JS2130'LARGE HIGHWAY CULVERT, 22 1/2 FEET NORTHEAST OF THE CENTER LINE JS2130'OF THE HIGHWAY, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. JS2130 JS2130 STATION RECOVERY (1987) JS2130 JS2130'RECOVERY NOTE BY US POWER SQUADRON 1987 (DEM) JS2130'RECOVERED IN GOOD CONDITION. JS2130 JS2130 STATION RECOVERY (1999) JS2130 JS2130'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2130'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHWEST OF ZAMORA AND JS2130'ABOUT 3 MI (4.8 KM) SOUTHEAST OF DUNNIGAN. TO REACH THE STATION FROM JS2130'THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E10, ROAD 13, JS2130'JUST EAST OF ZAMORA, GO EAST ON ROAD 13 FOR ABOUT 0.1 MI (0.2 KM) TO JS2130'THE INTERSECTION OF ROAD 99W. TURN LEFT AND GO NORTHWEST ON ROAD 99W JS2130'FOR 4.9 MI (7.9 KM) TO THE STATION ON THE RIGHT IN THE TOP OF A JS2130'CONCRETE CULVERT HEADWALL. THE STATION IS DIRECTLY OPPOSITE AND JS2130'SOUTHWEST OF A RAILROAD BRIDGE, ABOUT 30 M (98.4 FT) NORTHWEST OF JS2130'RAILROAD MILEPOST 100, ABOUT 25 M (82.0 FT) NORTHWEST OF A 2 M (6.6 JS2130'FT) BY 2 M (6.6 FT) FIBERGLASS BUILDING NUMBER 154, 6.8 M (22.3 FT) JS2130'NORTHEAST OF THE CENTERLINE OF ROAD 99W, 0.85 M (2.79 FT) SOUTHEAST OF JS2130'A WITNESS POST, 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE JS2130'HEADWALL AND ABOUT 0.2 M (0.7 FT) HIGHER THAN THE ROAD. JS2130 JS2130 STATION RECOVERY (2002) JS2130 JS2130'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2130'THE STATION WAS RECOVERED. THERE WAS A DISCREPANCY IN THE TO REACH. JS2130'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHWEST ON ROAD 99W JS2130'FROM THE INTERSECTION OF ROAD 13 AND ROAD 99W. IT IS ALSO ABOUT 1.5 JS2130'MI (2.4 KM) SOUTHEAST OF THE INTERSECTION OF ROAD 99W AND ROAD 8. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5067 *********************************************************************** AI5067 DESIGNATION - PHILLIPS AI5067 PID - AI5067 AI5067 STATE/COUNTY- CA/YOLO AI5067 USGS QUAD - ZAMORA (1992) AI5067 AI5067 *CURRENT SURVEY CONTROL AI5067 ___________________________________________________________________ AI5067* NAD 83(1998)- 38 48 08.44530(N) 121 59 00.13178(W) ADJUSTED AI5067* NAVD 88 - 48.90 (meters) 160.4 (feet) GPS OBS AI5067 ___________________________________________________________________ AI5067 EPOCH DATE - 1999.51 AI5067 X - -2,636,247.067 (meters) COMP AI5067 Y - -4,221,603.295 (meters) COMP AI5067 Z - 3,975,252.394 (meters) COMP AI5067 LAPLACE CORR- 0.26 (seconds) DEFLEC99 AI5067 ELLIP HEIGHT- 18.38 (meters) GPS OBS AI5067 GEOID HEIGHT- -30.45 (meters) GEOID99 AI5067 AI5067 HORZ ORDER - FIRST AI5067 ELLP ORDER - FOURTH CLASS I AI5067 AI5067.The horizontal coordinates were established by GPS observations AI5067.and adjusted by the National Geodetic Survey in May 2000. AI5067.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5067.DATUM ITEM on the data sheet items page. AI5067.The horizontal coordinates are valid at the epoch date displayed above. AI5067.The epoch date for horizontal control is a decimal equivalence AI5067.of Year/Month/Day. AI5067 AI5067.The orthometric height was determined by GPS observations and a AI5067.high-resolution geoid model using precise GPS observation and AI5067.processing techniques. AI5067 AI5067.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5067 AI5067.The Laplace correction was computed from DEFLEC99 derived deflections. AI5067 AI5067.The ellipsoidal height was determined by GPS observations AI5067.and is referenced to NAD 83. AI5067 AI5067.The geoid height was determined by GEOID99. AI5067 AI5067; North East Units Scale Converg. AI5067;SPC CA 2 - 626,066.623 2,001,444.496 MT 0.99992675 +0 00 37.7 AI5067;SPC CA 2 - 2,054,020.25 6,566,405.82 sFT 0.99992675 +0 00 37.7 AI5067;UTM 10 - 4,295,333.864 588,277.181 MT 0.99969596 +0 38 13.6 AI5067 AI5067 SUPERSEDED SURVEY CONTROL AI5067 AI5067.No superseded survey control is available for this station. AI5067 AI5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8827795334(NAD 83) AI5067_MARKER: DD = SURVEY DISK AI5067_SETTING: 34 = CONCRETE CULVERT AI5067_STAMPING: PHILLIPS 1999 AI5067_MARK LOGO: CA-113 AI5067_MAGNETIC: N = NO MAGNETIC MATERIAL AI5067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5067+STABILITY: SURFACE MOTION AI5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AI5067+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002 AI5067 AI5067 HISTORY - Date Condition Report By AI5067 HISTORY - 1999 MONUMENTED FRAME AI5067 HISTORY - 20020826 GOOD FRAME AI5067 AI5067 STATION DESCRIPTION AI5067 AI5067'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5067'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF ZAMORA, ABOUT 6 MI AI5067'(9.7 KM) SOUTH OF DUNNIGAN AND IN COUNTY RIGHT-OF-WAY INTHE RH AI5067'PHILLIPS WINE COMPANY PROPERTY. TO REACH THE STATION FROM THE AI5067'INTERSECTION OF INTERSTATE HIGHWAY 505 AND ROAD 12, ABOUT 3 MI (4.8 AI5067'KM) NORTHWEST OF ZAMORA, GO SOUTHWESTERLY AND THEN WEST ON ROAD 12 FOR AI5067'3.1 MI (5.0 KM) TO A PUMPING FACILITY ON THE LEFT AT THE NORTH EDGE OF AI5067'THE VINEYARD. CONTINUE WEST FOR 0.2 MI (0.3 KM) TO A CONCRETE CULVERT AI5067'OVER A DRAINAGE DITCH AND THE STATION ON THE RIGHT. THE STATION IS A 2 AI5067'IN YOLO COUNTY DISK. IT IS 5.3 M (17.4 FT) NORTH OF THE CENTERLINE OF AI5067'ROAD 12, 1.0 M (3.3 FT) WEST OF THE EAST END OF A 0.9 M (3.0 FT) BY 6 AI5067'M (19.7 FT) CONCRETE CULVERT HEADWALL AND 1.0 M (3.3 FT) EAST OF A AI5067'CARSONITE WITNESS POST. AI5067 AI5067 STATION RECOVERY (2002) AI5067 AI5067'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5067'STATION PHILLIPS WAS UNUSABLE DUE TO TREE COVER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5068 *********************************************************************** AI5068 DESIGNATION - PLAINFIELD AI5068 PID - AI5068 AI5068 STATE/COUNTY- CA/YOLO AI5068 USGS QUAD - MERRITT (1992) AI5068 AI5068 *CURRENT SURVEY CONTROL AI5068 ___________________________________________________________________ AI5068* NAD 83(1998)- 38 35 05.49637(N) 121 48 11.62053(W) ADJUSTED AI5068* NAVD 88 - 19.99 (meters) 65.6 (feet) GPS OBS AI5068 ___________________________________________________________________ AI5068 EPOCH DATE - 1999.51 AI5068 X - -2,630,903.033 (meters) COMP AI5068 Y - -4,242,678.481 (meters) COMP AI5068 Z - 3,956,390.300 (meters) COMP AI5068 LAPLACE CORR- 1.99 (seconds) DEFLEC99 AI5068 ELLIP HEIGHT- -11.15 (meters) GPS OBS AI5068 GEOID HEIGHT- -31.08 (meters) GEOID99 AI5068 AI5068 HORZ ORDER - FIRST AI5068 ELLP ORDER - FOURTH CLASS I AI5068 AI5068.The horizontal coordinates were established by GPS observations AI5068.and adjusted by the National Geodetic Survey in May 2000. AI5068.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5068.DATUM ITEM on the data sheet items page. AI5068.The horizontal coordinates are valid at the epoch date displayed above. AI5068.The epoch date for horizontal control is a decimal equivalence AI5068.of Year/Month/Day. AI5068 AI5068.The orthometric height was determined by GPS observations and a AI5068.high-resolution geoid model using precise GPS observation and AI5068.processing techniques. AI5068 AI5068.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5068 AI5068.The Laplace correction was computed from DEFLEC99 derived deflections. AI5068 AI5068.The ellipsoidal height was determined by GPS observations AI5068.and is referenced to NAD 83. AI5068 AI5068.The geoid height was determined by GEOID99. AI5068 AI5068; North East Units Scale Converg. AI5068;SPC CA 2 - 601,943.516 2,017,143.986 MT 0.99995248 +0 07 26.6 AI5068;SPC CA 2 - 1,974,876.35 6,617,913.23 sFT 0.99995248 +0 07 26.6 AI5068;UTM 10 - 4,271,388.697 604,235.129 MT 0.99973380 +0 44 47.3 AI5068 AI5068 SUPERSEDED SURVEY CONTROL AI5068 AI5068.No superseded survey control is available for this station. AI5068 AI5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0423571389(NAD 83) AI5068_MARKER: DD = SURVEY DISK AI5068_SETTING: 34 = CONCRETE CULVERT AI5068_STAMPING: PLAINFIELD 1999 AI5068_MARK LOGO: CA-113 AI5068_MAGNETIC: N = NO MAGNETIC MATERIAL AI5068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5068+STABILITY: SURFACE MOTION AI5068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5068+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5068 AI5068 HISTORY - Date Condition Report By AI5068 HISTORY - 1999 MONUMENTED FRAME AI5068 HISTORY - 20020826 GOOD FRAME AI5068 AI5068 STATION DESCRIPTION AI5068 AI5068'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5068'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF DAVIS AND AI5068'ABOUT 2.5 MI (4.0 KM) EAST OF THE YOLO COUNTY AIRPORT. TO REACH THE AI5068'STATION FROM THE INTERSECTION OF STATE HIGHWAY 113 AND COVELL AI5068'BOULEVARD, ABOUT 1.0 MI (1.6 KM) NORTH OF DAVIS, GO WEST ON COVELL AI5068'BOULEVARD TO THE INTERSECTION OF COUNTY ROAD E7, ROAD 98. TURN RIGHT AI5068'AND GO NORTH ON ROAD E7 FOR 1.6 MI (2.6 KM) TO THE STATION ON THE LEFT AI5068'IN THE TOP OF A CONCRETE CULVERT HEADWALL. THAT STATION IS A 2 IN AI5068'YOLO COUNTY DISK. IT IS 31.5 M (103.3 FT) SOUTH OF THE EXTENDED AI5068'CENTERLINE OF A DIRT FARM ROAD ON THE EAST SIDE OF ROAD E7, 27.8 M AI5068'(91.2 FT) NORTHWEST OF AND ACROSS ROAD E7 FROM A POWER POLE, 8.2 M AI5068'(26.9 FT) WEST OF THE CENTERLINE OF ROAD E7, 0.9 M (3.0 FT) SOUTH OF A AI5068'CARSONITE WITNESS POST AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF A AI5068'2 M (6.6 FT) BY 0.3 M (1.0 FT) CONCRETER HEADWALL AI5068 AI5068 STATION RECOVERY (2002) AI5068 AI5068'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5068'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2596 *********************************************************************** JS2596 DESIGNATION - Q 377 RESET JS2596 PID - JS2596 JS2596 STATE/COUNTY- CA/YOLO JS2596 USGS QUAD - MADISON (1992) JS2596 JS2596 *CURRENT SURVEY CONTROL JS2596 ___________________________________________________________________ JS2596* NAD 83(1986)- 38 40 13. (N) 121 52 39. (W) SCALED JS2596* NAVD 88 - 39.05 (+/-2cm) 128.1 (feet) VERTCON JS2596 ___________________________________________________________________ JS2596 GEOID HEIGHT- -30.84 (meters) GEOID99 JS2596 JS2596 VERT ORDER - THIRD (See Below) JS2596 JS2596.The horizontal coordinates were scaled from a topographic map and have JS2596.an estimated accuracy of +/- 6 seconds. JS2596 JS2596.The NAVD 88 height was computed by applying the VERTCON shift value to JS2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JS2596.The vertical order pertains to the superseded datum. JS2596 JS2596.The geoid height was determined by GEOID99. JS2596 JS2596; North East Units Estimated Accuracy JS2596;SPC CA 2 - 611,410. 2,010,660. MT (+/- 180 meters Scaled) JS2596 JS2596 SUPERSEDED SURVEY CONTROL JS2596 JS2596 NGVD 29 - 38.27 (m) 125.6 (f) RESET 3 JS2596 JS2596.Superseded values are not recommended for survey control. JS2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2596.See file dsdata.txt to determine how the superseded data were derived. JS2596 JS2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH976807(NAD 83) JS2596_MARKER: DB = BENCH MARK DISK JS2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2596_STAMPING: Q 377 1949 RESET 1958 JS2596_MARK LOGO: CGS JS2596_PROJECTION: FLUSH JS2596_MAGNETIC: N = NO MAGNETIC MATERIAL JS2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2596+STABILITY: SURFACE MOTION JS2596 JS2596 HISTORY - Date Condition Report By JS2596 HISTORY - 1958 MONUMENTED CADT JS2596 HISTORY - 19690106 GOOD CADT JS2596 JS2596 STATION DESCRIPTION JS2596 JS2596'DESCRIBED BY CALTRANS 1969 (JCM) JS2596'4.9 MILES (7.9 KM) EAST ALONG STATE HIGHWAY 16 FROM THE SOUTHERN JS2596'PACIFIC COMPANY RAILROAD STATION AT MADISON, NEAR THE WOODLAND JS2596'AIRPORT, ON THE SOUTH RIGHT OF WAY LINE OF A HIGHWAY, AT THE BEGINNING JS2596'OF A CURVE IN THE HIGHWAY. 19 FEET (5.8 M) SOUTHWEST OF A POWER POLE, JS2596'0.6 MILE (1.0 KM) SOUTHWEST OF THE MAIN HANGAR, ABOUT 400 FEET (121.9 JS2596'M) SOUTHEAST OF A LARGE BARN. 49.5 FEET (15.1 M) SOUTH OF THE JS2596'CENTERLINE OF THE HIGHWAY, 3.5 FEET (1.1 M) WEST OF A WITNESS POST, JS2596'AND ABOUT 2 FEET (0.6 M) BELOW THE HIGHWAY AND SET IN A CONCRETE POST JS2596'PROJECTING 1.0 FOOT (0.3 M) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4461 *********************************************************************** AH4461 DESIGNATION - Q 849 RESET AH4461 PID - AH4461 AH4461 STATE/COUNTY- CA/YOLO AH4461 USGS QUAD - ZAMORA (1992) AH4461 AH4461 *CURRENT SURVEY CONTROL AH4461 ___________________________________________________________________ AH4461* NAD 83(1986)- 38 46 38. (N) 121 56 41. (W) SCALED AH4461* NAVD 88 - 47.16 (+/-2cm) 154.7 (feet) VERTCON AH4461 ___________________________________________________________________ AH4461 GEOID HEIGHT- -30.52 (meters) GEOID99 AH4461 AH4461 VERT ORDER - THIRD (See Below) AH4461 AH4461.The horizontal coordinates were scaled from a topographic map and have AH4461.an estimated accuracy of +/- 6 seconds. AH4461 AH4461.The NAVD 88 height was computed by applying the VERTCON shift value to AH4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH4461.The vertical order pertains to the superseded datum. AH4461 AH4461.The geoid height was determined by GEOID99. AH4461 AH4461; North East Units Estimated Accuracy AH4461;SPC CA 2 - 623,280. 2,004,800. MT (+/- 180 meters Scaled) AH4461 AH4461 SUPERSEDED SURVEY CONTROL AH4461 AH4461 NGVD 29 - 46.38 (m) 152.2 (f) RESET 3 AH4461 AH4461.Superseded values are not recommended for survey control. AH4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH4461.See file dsdata.txt to determine how the superseded data were derived. AH4461 AH4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH916925(NAD 83) AH4461_MARKER: DV = VERTICAL CONTROL DISK AH4461_SETTING: 32 = CULVERT HEADWALL AH4461_STAMPING: Q 849 RESET 1976 AH4461_MARK LOGO: NGS AH4461_PROJECTION: FLUSH AH4461_MAGNETIC: N = NO MAGNETIC MATERIAL AH4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4461+STABILITY: SURFACE MOTION AH4461 AH4461 HISTORY - Date Condition Report By AH4461 HISTORY - 1976 MONUMENTED CADT AH4461 AH4461 STATION DESCRIPTION AH4461 AH4461'DESCRIBED BY CALTRANS 1976 (DRG) AH4461'3.8 MILES (6.1 KM) WEST ALONG COUNTY ROAD 13 (WHICH BECOMES COUNTY AH4461'ROAD 14) FROM THE ZAMORA UNION SCHOOL AT THE INTERCHANGE OF INTERSTATE AH4461'505 AND COUNTY ROAD 14, ON A CULVERT AT BRETONA CREEK, 340 FEET (103.6 AH4461'M) EAST OF CENTERLINE OF INTERSTATE 505, 100 FEET (30.5 M) NORTH OF AH4461'CENTERLINE OF COUNTY ROAD 14, 100 FEET (30.5 M) EAST OF CENTERLINE OF AH4461'NORTHBOUND ON-RAMP, ON TOP OF WEST END OF THE NORTH HEADWALL OF AH4461'CULVERT, APPROXIMATELY 30 FEET (9.1 M) LOWER THAN COUNTY ROAD 14. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JT9587 *********************************************************************** JT9587 DESIGNATION - R 1059 RESET JT9587 PID - JT9587 JT9587 STATE/COUNTY- CA/YOLO JT9587 USGS QUAD - ESPARTO (1993) JT9587 JT9587 *CURRENT SURVEY CONTROL JT9587 ___________________________________________________________________ JT9587* NAD 83(1986)- 38 42 24. (N) 122 02 45. (W) SCALED JT9587* NAVD 88 - 63.49 (+/-2cm) 208.3 (feet) VERTCON JT9587 ___________________________________________________________________ JT9587 GEOID HEIGHT- -30.67 (meters) GEOID99 JT9587 JT9587 VERT ORDER - THIRD (See Below) JT9587 JT9587.The horizontal coordinates were scaled from a topographic map and have JT9587.an estimated accuracy of +/- 6 seconds. JT9587 JT9587.The NAVD 88 height was computed by applying the VERTCON shift value to JT9587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JT9587.The vertical order pertains to the superseded datum. JT9587 JT9587.The geoid height was determined by GEOID99. JT9587 JT9587; North East Units Estimated Accuracy JT9587;SPC CA 2 - 615,450. 1,996,010. MT (+/- 180 meters Scaled) JT9587 JT9587 SUPERSEDED SURVEY CONTROL JT9587 JT9587 NGVD 29 - 62.70 (m) 205.7 (f) RESET 3 JT9587 JT9587.Superseded values are not recommended for survey control. JT9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JT9587.See file dsdata.txt to determine how the superseded data were derived. JT9587 JT9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH829846(NAD 83) JT9587_MARKER: DV = VERTICAL CONTROL DISK JT9587_SETTING: 32 = CULVERT HEADWALL JT9587_STAMPING: R 1059 RESET 1985 JT9587_MARK LOGO: NGS JT9587_MAGNETIC: N = NO MAGNETIC MATERIAL JT9587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JT9587+STABILITY: SURFACE MOTION JT9587 JT9587 HISTORY - Date Condition Report By JT9587 HISTORY - 1985 MONUMENTED CADT JT9587 JT9587 STATION DESCRIPTION JT9587 JT9587'DESCRIBED BY CALTRANS 1985 JT9587'IN CAPAY, AT THE EAST CITY LIMITS, IN THE TOP CENTER OF THE SOUTH JT9587'HEADWALL OF A LARGE CONCRETE BOX CULVERT, 35.4 FEET (10.8 M) SOUTH OF JT9587'THE CENTERLINE OF STATE HIGHWAY 16, 108.7 FEET (33.1 M) JT9587'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE U.S. POST OFFICE JT9587'BUILDING, AND 0.3 FEET (9.1 CM) HIGHER THAN THE CENTERLINE OF THE JT9587'HIGHWAY AT HIGHWAY MILEPOST 25.97. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5069 *********************************************************************** 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 50.45977(N) 121 34 20.06090(W) ADJUSTED AI5069* NAVD 88 - 12.03 (meters) 39.5 (feet) GPS OBS AI5069 ___________________________________________________________________ AI5069 EPOCH DATE - 1999.51 AI5069 X - -2,611,507.488 (meters) COMP AI5069 Y - -4,249,556.999 (meters) COMP AI5069 Z - 3,961,805.673 (meters) COMP AI5069 LAPLACE CORR- 0.14 (seconds) DEFLEC99 AI5069 ELLIP HEIGHT- -18.70 (meters) GPS OBS AI5069 GEOID HEIGHT- -30.66 (meters) GEOID99 AI5069 AI5069 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5069 AI5069; North East Units Scale Converg. AI5069;SPC CA 2 - 608,949.112 2,037,236.383 MT 0.99994362 +0 16 10.9 AI5069;SPC CA 2 - 1,997,860.54 6,683,833.03 sFT 0.99994362 +0 16 10.9 AI5069;UTM 10 - 4,278,610.724 624,246.524 MT 0.99979010 +0 53 30.4 AI5069 AI5069 SUPERSEDED SURVEY CONTROL AI5069 AI5069.No superseded survey control is available for this station. AI5069 AI5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2424778611(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: M = MARKER EQUIPPED WITH BAR MAGNET AI5069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5069+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5069_ROD/PIPE-DEPTH: 6.1 meters AI5069 AI5069 HISTORY - Date Condition Report By AI5069 HISTORY - 1999 MONUMENTED FRAME AI5069 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AC9893 *********************************************************************** AC9893 DESIGNATION - RUSSELL RANCH 2 AC9893 PID - AC9893 AC9893 STATE/COUNTY- CA/YOLO AC9893 USGS QUAD - WINTERS (1978) AC9893 AC9893 *CURRENT SURVEY CONTROL AC9893 ___________________________________________________________________ AC9893* NAD 83(1998)- 38 32 38.06382(N) 121 52 33.83641(W) ADJUSTED AC9893* NAVD 88 - 29.38 (meters) 96.4 (feet) GPS OBS AC9893 ___________________________________________________________________ AC9893 EPOCH DATE - 1999.51 AC9893 X - -2,637,794.853 (meters) COMP AC9893 Y - -4,241,743.245 (meters) COMP AC9893 Z - 3,952,841.388 (meters) COMP AC9893 LAPLACE CORR- -0.20 (seconds) DEFLEC99 AC9893 ELLIP HEIGHT- -1.94 (meters) GPS OBS AC9893 GEOID HEIGHT- -31.26 (meters) GEOID99 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 May 2000. 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 GEOID99. AC9893 AC9893; North East Units Scale Converg. AC9893;SPC CA 2 - 597,386.393 2,010,804.121 MT 0.99995892 +0 04 41.3 AC9893;SPC CA 2 - 1,959,925.19 6,597,113.19 sFT 0.99995892 +0 04 41.3 AC9893;UTM 10 - 4,266,764.046 597,946.580 MT 0.99971814 +0 42 01.4 AC9893 AC9893 SUPERSEDED SURVEY CONTROL AC9893 AC9893 NAD 83(1992)- 38 32 38.06319(N) 121 52 33.83561(W) AD(1997.30) 1 AC9893 ELLIP HT - -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 HT - -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 HT - -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 - July 19, 1999 AC9893_ROD/PIPE-DEPTH: 5.8 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5070 *********************************************************************** 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 51.60353(N) 121 37 59.39048(W) ADJUSTED AI5070* NAVD 88 - 7.30 (meters) 24.0 (feet) GPS OBS AI5070 ___________________________________________________________________ AI5070 EPOCH DATE - 1999.51 AI5070 X - -2,612,978.477 (meters) COMP AI5070 Y - -4,241,832.474 (meters) COMP AI5070 Z - 3,969,051.066 (meters) COMP AI5070 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AI5070 ELLIP HEIGHT- -23.19 (meters) GPS OBS AI5070 GEOID HEIGHT- -30.43 (meters) GEOID99 AI5070 AI5070 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5070 AI5070; North East Units Scale Converg. AI5070;SPC CA 2 - 618,211.344 2,031,895.450 MT 0.99993362 +0 13 52.6 AI5070;SPC CA 2 - 2,028,248.38 6,666,310.32 sFT 0.99993362 +0 13 52.6 AI5070;UTM 10 - 4,287,812.890 618,806.039 MT 0.99977381 +0 51 19.0 AI5070 AI5070 SUPERSEDED SURVEY CONTROL AI5070 AI5070.No superseded survey control is available for this station. 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 - 1999 AI5070 AI5070 HISTORY - Date Condition Report By AI5070 HISTORY - 1999 MONUMENTED CA-113 AI5070 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5071 *********************************************************************** 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 19.12192(N) 121 45 06.38774(W) ADJUSTED AI5071* NAVD 88 - 7.67 (meters) 25.2 (feet) GPS OBS AI5071 ___________________________________________________________________ AI5071 EPOCH DATE - 1999.51 AI5071 X - -2,617,815.326 (meters) COMP AI5071 Y - -4,230,049.665 (meters) COMP AI5071 Z - 3,978,366.327 (meters) COMP AI5071 LAPLACE CORR- 1.53 (seconds) DEFLEC99 AI5071 ELLIP HEIGHT- -22.47 (meters) GPS OBS AI5071 GEOID HEIGHT- -30.06 (meters) GEOID99 AI5071 AI5071 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5071 AI5071; North East Units Scale Converg. AI5071;SPC CA 2 - 630,125.254 2,021,549.978 MT 0.99992384 +0 09 23.4 AI5071;SPC CA 2 - 2,067,335.94 6,632,368.55 sFT 0.99992384 +0 09 23.4 AI5071;UTM 10 - 4,299,611.201 608,332.955 MT 0.99974452 +0 46 58.3 AI5071 AI5071 SUPERSEDED SURVEY CONTROL AI5071 AI5071.No superseded survey control is available for this station. 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: M = MARKER EQUIPPED WITH BAR MAGNET AI5071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5071+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5071_ROD/PIPE-DEPTH: 6.0 meters AI5071 AI5071 HISTORY - Date Condition Report By AI5071 HISTORY - 1999 MONUMENTED FRAME AI5071 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2157 *********************************************************************** JS2157 DESIGNATION - T 1069 JS2157 PID - JS2157 JS2157 STATE/COUNTY- CA/YOLO JS2157 USGS QUAD - WINTERS (1978) JS2157 JS2157 *CURRENT SURVEY CONTROL JS2157 ___________________________________________________________________ JS2157* NAD 83(1998)- 38 35 09.99826(N) 121 58 17.45446(W) ADJUSTED JS2157* NAVD 88 - 54.73 (meters) 179.6 (feet) GPS OBS JS2157 ___________________________________________________________________ JS2157 EPOCH DATE - 1999.51 JS2157 X - -2,643,321.661 (meters) COMP JS2157 Y - -4,234,882.398 (meters) COMP JS2157 Z - 3,956,520.490 (meters) COMP JS2157 LAPLACE CORR- -3.31 (seconds) DEFLEC99 JS2157 ELLIP HEIGHT- 23.61 (meters) GPS OBS JS2157 GEOID HEIGHT- -31.06 (meters) GEOID99 JS2157 JS2157 HORZ ORDER - FIRST JS2157 VERT ORDER - FIRST CLASS II (See Below) JS2157 ELLP ORDER - FOURTH CLASS I JS2157 JS2157.The horizontal coordinates were established by GPS observations JS2157.and adjusted by the National Geodetic Survey in May 2000. JS2157.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2157.DATUM ITEM on the data sheet items page. JS2157.The horizontal coordinates are valid at the epoch date displayed above. JS2157.The epoch date for horizontal control is a decimal equivalence JS2157.of Year/Month/Day. JS2157 JS2157.The orthometric height was determined by GPS observations and a JS2157.high-resolution geoid model using precise GPS observation and JS2157.processing techniques. JS2157.The vertical order pertains to the superseded datum. JS2157 JS2157.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2157 JS2157.The Laplace correction was computed from DEFLEC99 derived deflections. JS2157 JS2157.The ellipsoidal height was determined by GPS observations JS2157.and is referenced to NAD 83. JS2157 JS2157.The geoid height was determined by GEOID99. JS2157 JS2157; North East Units Scale Converg. JS2157;SPC CA 2 - 602,064.155 2,002,481.735 MT 0.99995229 +0 01 04.7 JS2157;SPC CA 2 - 1,975,272.15 6,569,808.83 sFT 0.99995229 +0 01 04.7 JS2157;UTM 10 - 4,271,349.921 589,575.900 MT 0.99969881 +0 38 29.4 JS2157 JS2157 SUPERSEDED SURVEY CONTROL JS2157 JS2157 NGVD 29 - 53.897 (m) 176.83 (f) ADJ UNCH 1 2 JS2157 JS2157.Superseded values are not recommended for survey control. JS2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2157.See file dsdata.txt to determine how the superseded data were derived. JS2157 JS2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8957671350(NAD 83) JS2157_MARKER: DB = BENCH MARK DISK JS2157_SETTING: 30 = CONCRETE CULVERT JS2157_STAMPING: T 1069 1967 JS2157_MARK LOGO: CGS JS2157_MAGNETIC: N = NO MAGNETIC MATERIAL JS2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2157+STABILITY: SURFACE MOTION JS2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2157+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2157 JS2157 HISTORY - Date Condition Report By JS2157 HISTORY - 1967 MONUMENTED CGS JS2157 HISTORY - 1986 GOOD USPSQD JS2157 HISTORY - 19990719 GOOD FRAME JS2157 HISTORY - 20020826 GOOD FRAME JS2157 JS2157 STATION DESCRIPTION JS2157 JS2157'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 JS2157'4.3 MI N FROM WINTERS. JS2157'4.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD JS2157'FROM THE CROSSING OF MAIN STREET AT WINTERS, 0.15 MILE NORTH OF JS2157'THE CROSSING OF ROAD 29A, AT NORTON SIDING, IN THE TOP OF THE JS2157'SOUTHEAST CORNER OF A CONCRETE FOUNDATION FOR AN IRRIGATION JS2157'FLOOD VALVE, 79.5 FEET WEST AND ACROSS A ROAD FROM THE WEST RAIL, JS2157'31 FEET WEST OF THE CENTER LINE OF ROAD 89, 86 FEET NORTHWEST JS2157'AND ACROSS THE ROAD FROM NORTON SIDING SIGN, AND ABOUT 2 FEET JS2157'HIGHER THAN THE ROAD. JS2157 JS2157 STATION RECOVERY (1986) JS2157 JS2157'RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) JS2157'RECOVERED IN GOOD CONDITION. JS2157 JS2157 STATION RECOVERY (1999) JS2157 JS2157'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2157'THE STATION WAS RECOVERED. IT IS LOCATED ABOUT 13 MI (20.9 KM) JS2157'SOUTHWEST OF WOODLAND AND ABOUT 4.5 MI (7.2 KM) NORTH OF WINTERS. TO JS2157'REACH THE STATION FROM THE INTERSECTION OF GRANT STREET AND RAILROAD JS2157'AVENUE IN DOWNTOWN WINTERS, GO NORTH ON RAILROAD AVENUE, WHICH CHANGES JS2157'TO ROAD 89, FOR 4.25 MI (6.84 KM) TO A SIDE ROAD RIGHT, ROAD 29A. JS2157'CONTINUE NORTH ON ROAD 89 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE JS2157'LEFT. THE STATION IS 9.45 M (31.00 FT) WEST OF THE CENTERLINE OF ROAD JS2157'89, 7.8 M (25.6 FT) NORTH OF A POWER POLE, 5.45 SOUTH OF THE JS2157'CENTERLINE OF A DIRT FARM ROAD, 1.45 M (4.76 FT) EAST OF A CARSONITE JS2157'WITNESS POST, SET IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE JS2157'FOUNDATION FOR A FLOOD VALVE AND ABOUT 0.6 M (2.0 FT) HIGHER THAN THE JS2157'ROAD. JS2157 JS2157 STATION RECOVERY (2002) JS2157 JS2157'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2157'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS1556 *********************************************************************** 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(1992)- 38 26 25.98993(N) 121 30 17.75873(W) ADJUSTED JS1556* NAVD 88 - 9.14 (meters) 30.0 (feet) GPS OBS JS1556 ___________________________________________________________________ JS1556 EPOCH DATE - 1997.30 JS1556 X - -2,613,987.272 (meters) COMP JS1556 Y - -4,264,815.289 (meters) COMP JS1556 Z - 3,943,849.221 (meters) COMP JS1556 LAPLACE CORR- 4.30 (seconds) DEFLEC99 JS1556 ELLIP HEIGHT- -21.94 (meters) GPS OBS JS1556 GEOID HEIGHT- -31.02 (meters) GEOID99 JS1556 JS1556 HORZ ORDER - FIRST 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 July 1998. 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 superseded datum. 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 GEOID99. JS1556 JS1556; North East Units Scale Converg. JS1556;SPC CA 2 - 586,024.239 2,043,220.347 MT 0.99997742 +0 18 43.6 JS1556;SPC CA 2 - 1,922,647.86 6,703,465.42 sFT 0.99997742 +0 18 43.6 JS1556;UTM 10 - 4,255,755.576 630,477.141 MT 0.99980966 +0 55 46.6 JS1556 JS1556 SUPERSEDED SURVEY CONTROL JS1556 JS1556 NAD 83(1992)- 38 26 25.98957(N) 121 30 17.75912(W) AD(1997.30) 1 JS1556 ELLIP HT - -21.85 (m) GP(1997.30) 3 1 JS1556 NGVD 29 - 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_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 - August 29, 1997 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2177 *********************************************************************** JS2177 DESIGNATION - T 849 JS2177 PID - JS2177 JS2177 STATE/COUNTY- CA/YOLO JS2177 USGS QUAD - ZAMORA (1992) JS2177 JS2177 *CURRENT SURVEY CONTROL JS2177 ___________________________________________________________________ JS2177* NAD 83(1998)- 38 47 24.93140(N) 121 54 56.34339(W) ADJUSTED JS2177* NAVD 88 - 36.20 (meters) 118.8 (feet) GPS OBS JS2177 ___________________________________________________________________ JS2177 EPOCH DATE - 1999.51 JS2177 X - -2,631,694.864 (meters) COMP JS2177 Y - -4,225,421.405 (meters) COMP JS2177 Z - 3,974,198.650 (meters) COMP JS2177 LAPLACE CORR- 1.80 (seconds) DEFLEC99 JS2177 ELLIP HEIGHT- 5.68 (meters) GPS OBS JS2177 GEOID HEIGHT- -30.45 (meters) GEOID99 JS2177 JS2177 HORZ ORDER - FIRST JS2177 VERT ORDER - FIRST CLASS II (See Below) JS2177 ELLP ORDER - FOURTH CLASS I JS2177 JS2177.The horizontal coordinates were established by GPS observations JS2177.and adjusted by the National Geodetic Survey in May 2000. JS2177.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2177.DATUM ITEM on the data sheet items page. JS2177.The horizontal coordinates are valid at the epoch date displayed above. JS2177.The epoch date for horizontal control is a decimal equivalence JS2177.of Year/Month/Day. JS2177 JS2177.The orthometric height was determined by GPS observations and a JS2177.high-resolution geoid model using precise GPS observation and JS2177.processing techniques. JS2177.The vertical order pertains to the superseded datum. JS2177 JS2177.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2177 JS2177.The Laplace correction was computed from DEFLEC99 derived deflections. JS2177 JS2177.The ellipsoidal height was determined by GPS observations JS2177.and is referenced to NAD 83. JS2177 JS2177.The geoid height was determined by GEOID99. JS2177 JS2177; North East Units Scale Converg. JS2177;SPC CA 2 - 624,728.170 2,007,327.849 MT 0.99992780 +0 03 11.4 JS2177;SPC CA 2 - 2,049,629.00 6,585,708.12 sFT 0.99992780 +0 03 11.4 JS2177;UTM 10 - 4,294,060.097 594,173.489 MT 0.99970921 +0 40 45.7 JS2177 JS2177 SUPERSEDED SURVEY CONTROL JS2177 JS2177 NGVD 29 - 35.404 (m) 116.15 (f) ADJ UNCH 1 2 JS2177 JS2177.Superseded values are not recommended for survey control. JS2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2177.See file dsdata.txt to determine how the superseded data were derived. JS2177 JS2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9417394060(NAD 83) JS2177_MARKER: DB = BENCH MARK DISK JS2177_SETTING: 32 = CONCRETE HEADWALL JS2177_STAMPING: T 849 1949 JS2177_MARK LOGO: CGS JS2177_MAGNETIC: N = NO MAGNETIC MATERIAL JS2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2177+STABILITY: SURFACE MOTION JS2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2177+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2177 JS2177 HISTORY - Date Condition Report By JS2177 HISTORY - 1949 MONUMENTED CGS JS2177 HISTORY - 1964 GOOD NGS JS2177 HISTORY - 1967 GOOD NGS JS2177 HISTORY - 19990719 GOOD FRAME JS2177 HISTORY - 20020826 GOOD FRAME JS2177 JS2177 STATION DESCRIPTION JS2177 JS2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 JS2177'2 MI W FROM ZAMORA. JS2177'1.95 MILES WEST ALONG COUNTY ROAD 13 FROM THE ZAMORA UNION JS2177'SCHOOL AT ZAMORA, 0.1 MILE EAST OF A RANCH HOUSE, 110 FEET EAST JS2177'OF A POWER LINE POLE, IN THE TOP OF THE CENTER OF THE SOUTH JS2177'CONCRETE HEADWALL OF CULVERT B MILE 8.55, 10 1/2 FEET SOUTH OF THE JS2177'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE JS2177'ROAD. JS2177 JS2177 STATION RECOVERY (1967) JS2177 JS2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 JS2177'RECOVERED IN GOOD CONDITION. JS2177 JS2177 STATION RECOVERY (1999) JS2177 JS2177'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2177'THE STATION IS LOCATED ABOUT11 MI NORTH OF WOODLAND AND ABOUT 2 MI JS2177'(3.2 KM) WEST OF ZAMORA. TO REACH THE STATION FROM THE INTERSECTION JS2177'OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD E10, ROAD 13, GO WEST AND THEN JS2177'SOUTHWEST ON ROAD E10 FOR 1.95 MI (3.14 KM) TO THE STATION ON THE JS2177'LEFT. THE STATION IS ABOUT 80 M (262.5 FT) NORTHEAST OF THE JS2177'CENTERLINE OF A DIRT DRIVEWAY TO A RANCH-STYLE HOUSE, 8.0 M (26.2 FT) JS2177'SOUTHEAST OF THE CENTERLINE OF ROAD E10, 1.0 M (3.3 FT) SOUTHEAST OF A JS2177'CARSONITE WITNESS POST, 0.3 M (1.0 FT) LOWER THAN THE ROAD AND IN THE JS2177'TOP CENTER OF THE CONCRETE HEADWALL. JS2177 JS2177 STATION RECOVERY (2002) JS2177 JS2177'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2177'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5072 *********************************************************************** 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 26.17555(N) 121 49 03.81069(W) ADJUSTED AI5072* NAVD 88 - 9.10 (meters) 29.9 (feet) GPS OBS AI5072 ___________________________________________________________________ AI5072 EPOCH DATE - 1999.51 AI5072 X - -2,621,387.343 (meters) COMP AI5072 Y - -4,224,945.967 (meters) COMP AI5072 Z - 3,981,418.235 (meters) COMP AI5072 LAPLACE CORR- 2.80 (seconds) DEFLEC99 AI5072 ELLIP HEIGHT- -20.98 (meters) GPS OBS AI5072 GEOID HEIGHT- -30.00 (meters) GEOID99 AI5072 AI5072 HORZ ORDER - FIRST 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 May 2000. 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 GEOID99. AI5072 AI5072; North East Units Scale Converg. AI5072;SPC CA 2 - 634,029.318 2,015,816.537 MT 0.99992140 +0 06 53.7 AI5072;SPC CA 2 - 2,080,144.52 6,613,558.09 sFT 0.99992140 +0 06 53.7 AI5072;UTM 10 - 4,303,451.601 602,558.223 MT 0.99972952 +0 44 31.5 AI5072 AI5072 SUPERSEDED SURVEY CONTROL AI5072 AI5072.No superseded survey control is available for this station. AI5072 AI5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0255803452(NAD 83) AI5072_MARKER: DD = SURVEY DISK AI5072_SETTING: 34 = CONCRETE IRRIGATION CONTROL BOX 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 - 1999 AI5072 AI5072 HISTORY - Date Condition Report By AI5072 HISTORY - 1999 MONUMENTED FRAME AI5072 HISTORY - 20020826 GOOD FRAME 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE9857 *********************************************************************** AE9857 DESIGNATION - WILSON AE9857 PID - AE9857 AE9857 STATE/COUNTY- CA/YOLO AE9857 USGS QUAD - SAXON (1993) AE9857 AE9857 *CURRENT SURVEY CONTROL AE9857 ___________________________________________________________________ AE9857* NAD 83(1992)- 38 29 41.84893(N) 121 41 31.51176(W) ADJUSTED AE9857* NAVD 88 - 9.61 (meters) 31.5 (feet) GPS OBS AE9857 ___________________________________________________________________ AE9857 EPOCH DATE - 1997.30 AE9857 X - -2,625,930.500 (meters) COMP AE9857 Y - -4,253,057.594 (meters) COMP AE9857 Z - 3,948,577.843 (meters) COMP AE9857 LAPLACE CORR- 3.08 (seconds) DEFLEC99 AE9857 ELLIP HEIGHT- -21.72 (meters) GPS OBS AE9857 GEOID HEIGHT- -31.26 (meters) GEOID99 AE9857 AE9857 HORZ ORDER - FIRST AE9857 ELLP ORDER - FOURTH CLASS I AE9857 AE9857.The horizontal coordinates were established by GPS observations AE9857.and adjusted by the National Geodetic Survey in July 1998. AE9857.The horizontal coordinates are valid at the epoch date displayed above. AE9857.The epoch date for horizontal control is a decimal equivalence AE9857.of Year/Month/Day. AE9857 AE9857.The orthometric height was determined by GPS observations and a AE9857.high-resolution geoid model using precise GPS observation and AE9857.processing techniques. AE9857 AE9857.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9857 AE9857.The Laplace correction was computed from DEFLEC99 derived deflections. AE9857 AE9857.The ellipsoidal height was determined by GPS observations AE9857.and is referenced to NAD 83. AE9857 AE9857.The geoid height was determined by GEOID99. AE9857 AE9857; North East Units Scale Converg. AE9857;SPC CA 2 - 591,991.130 2,026,861.080 MT 0.99996728 +0 11 38.9 AE9857;SPC CA 2 - 1,942,224.23 6,649,793.39 sFT 0.99996728 +0 11 38.9 AE9857;UTM 10 - 4,261,544.353 614,057.471 MT 0.99976020 +0 48 51.1 AE9857 AE9857 SUPERSEDED SURVEY CONTROL AE9857 AE9857 NAD 83(1992)- 38 29 41.84858(N) 121 41 31.51214(W) AD(1997.30) 1 AE9857 ELLIP HT - -21.63 (m) GP(1997.30) 3 1 AE9857 AE9857.Superseded values are not recommended for survey control. AE9857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9857.See file dsdata.txt to determine how the superseded data were derived. AE9857 AE9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH1405761544(NAD 83) AE9857_MARKER: DD = SURVEY DISK AE9857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9857_STAMPING: WILSON 1997 AE9857_MARK LOGO: BOR AE9857_PROJECTION: RECESSED 10 CENTIMETERS AE9857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AE9857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9857+SATELLITE: SATELLITE OBSERVATIONS - 1997 AE9857_ROD/PIPE-DEPTH: 3.1 meters AE9857 AE9857 HISTORY - Date Condition Report By AE9857 HISTORY - 1997 MONUMENTED BOR AE9857 HISTORY - 20020826 GOOD FRAME AE9857 AE9857 STATION DESCRIPTION AE9857 AE9857'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9857'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF WEST AE9857'SACRAMENTO AND ABOUT 4 MI (6.4 KM) SOUTHEAST OF DAVIS. THE STATION IS AE9857'ON PROPERTY OF THE YOLO COUNTY GRASSLANDS REGIONAL PARK AND AT THE AE9857'SOUTHWEST CORNER OF THE SACRAMENTO VALLEY SOARING SOCIETY AIRFIELD. TO AE9857'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND AE9857'MACE BOULEVARD, ABOUT 2 MI (3.2 KM) EAST OF DAVIS, GO SOUTH ON MACE AE9857'BOULEVARD, WHICH CHANGES TO ROAD 104, FOR ABOUT 3.9 MI (6.3 KM) TO AE9857'TREMONT ROAD ON THE RIGHT AND THE ENTRANCE TO THE YOLO COUNTY REGIONAL AE9857'PARK ON THE LEFT. TURN LEFT AND GO EAST ALONG THE GRAVEL PARK ROAD AE9857'FOR ABOUT 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT. THE STATION IS AE9857'35.7 FT (10.9 M) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD AND ABOUT AE9857'10 FT (3.0 M) WEST OF THE SIGN FOR THE SACRAMENTO VALLEY SOARING AE9857'SOCIETY. THE STATION IS 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS AE9857'POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO AE9857'RIVER DELTA GPS/VERTICAL PROJECT. AE9857 AE9857 STATION RECOVERY (2002) AE9857 AE9857'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AE9857'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS3886 *********************************************************************** JS3886 DESIGNATION - WOODPORT JS3886 PID - JS3886 JS3886 STATE/COUNTY- CA/YOLO JS3886 USGS QUAD - WOODLAND (1981) JS3886 JS3886 *CURRENT SURVEY CONTROL JS3886 ___________________________________________________________________ JS3886* NAD 83(1998)- 38 40 17.76021(N) 121 52 20.37991(W) ADJUSTED JS3886* NAVD 88 - 39.75 (meters) 130.4 (feet) GPS OBS JS3886 ___________________________________________________________________ JS3886 EPOCH DATE - 1999.51 JS3886 X - -2,632,852.167 (meters) COMP JS3886 Y - -4,234,411.079 (meters) COMP JS3886 Z - 3,963,924.976 (meters) COMP JS3886 LAPLACE CORR- 1.61 (seconds) DEFLEC99 JS3886 ELLIP HEIGHT- 8.85 (meters) GPS OBS JS3886 GEOID HEIGHT- -30.83 (meters) GEOID99 JS3886 JS3886 HORZ ORDER - FIRST JS3886 ELLP ORDER - FOURTH CLASS I JS3886 JS3886.This mark is at Watts-Woodland Airport (O41) JS3886 JS3886.The horizontal coordinates were established by GPS observations JS3886.and adjusted by the National Geodetic Survey in May 2000. JS3886.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3886.DATUM ITEM on the data sheet items page. JS3886.The horizontal coordinates are valid at the epoch date displayed above. JS3886.The epoch date for horizontal control is a decimal equivalence JS3886.of Year/Month/Day. JS3886 JS3886.The orthometric height was determined by GPS observations and a JS3886.high-resolution geoid model using precise GPS observation and JS3886.processing techniques. JS3886 JS3886.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3886 JS3886.The Laplace correction was computed from DEFLEC99 derived deflections. JS3886 JS3886.The ellipsoidal height was determined by GPS observations JS3886.and is referenced to NAD 83. JS3886 JS3886.The geoid height was determined by GEOID99. JS3886 JS3886; North East Units Scale Converg. JS3886;SPC CA 2 - 611,561.106 2,011,110.065 MT 0.99994050 +0 04 49.8 JS3886;SPC CA 2 - 2,006,430.06 6,598,116.94 sFT 0.99994050 +0 04 49.8 JS3886;UTM 10 - 4,280,937.974 598,098.290 MT 0.99971850 +0 42 16.9 JS3886 JS3886: Primary Azimuth Mark Grid Az JS3886:SPC CA 2 - WOODPORT AZ MK 015 50 12.5 JS3886:UTM 10 - WOODPORT AZ MK 015 12 45.4 JS3886 JS3886|---------------------------------------------------------------------| JS3886| PID Reference Object Distance Geod. Az | JS3886| dddmmss.s | JS3886| JS3885 WOODPORT AZ MK APPROX. 0.8 KM 0155502.3 | JS3886|---------------------------------------------------------------------| JS3886 JS3886 SUPERSEDED SURVEY CONTROL JS3886 JS3886 NAD 83(1994)- 38 40 17.75826(N) 121 52 20.37470(W) AD( ) 3 JS3886 NAD 83(1992)- 38 40 17.75826(N) 121 52 20.37470(W) AD(1991.35) 3 JS3886 ELLIP HT - 8.96 (m) GP(1991.35) 4 1 JS3886 NAD 83(1986)- 38 40 17.75644(N) 121 52 20.37420(W) AD(1984.00) 3 JS3886 NGVD 29 - 38.4 (m) 126. (f) GPS OBS JS3886 JS3886.Superseded values are not recommended for survey control. JS3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3886.See file dsdata.txt to determine how the superseded data were derived. JS3886 JS3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH9809880938(NAD 83) JS3886_MARKER: F = FLANGE-ENCASED ROD JS3886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) JS3886_STAMPING: WOODPORT 1987 JS3886_MARK LOGO: NGS JS3886_PROJECTION: RECESSED 15 CENTIMETERS JS3886_MAGNETIC: N = NO MAGNETIC MATERIAL JS3886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JS3886+STABILITY: POSITION/ELEVATION WELL JS3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3886+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS3886_ROD/PIPE-DEPTH: 11.9 meters JS3886_SLEEVE-DEPTH : 0.9 meters JS3886 JS3886 HISTORY - Date Condition Report By JS3886 HISTORY - 1987 MONUMENTED NGS JS3886 HISTORY - 1987 GOOD NGS JS3886 HISTORY - 19990719 GOOD FRAME JS3886 HISTORY - 20020826 GOOD FRAME JS3886 JS3886 STATION DESCRIPTION JS3886 JS3886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM) JS3886'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) WEST OF WOODLAND AND AT JS3886'THE WATTS-WOODLAND AIRPORT. JS3886'OWNERSHIP--MILTON B. WATTS, BOX 1157, WOODLAND CA 95695, PHONE JS3886'916-662-9631. JS3886' JS3886'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND JS3886'MAIN STREET IN WOODLAND, GO WEST FOR 1.9 KM (1.15 JS3886'MI) ON MAIN STREET TO STATE HIGHWAY 113. JS3886'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 3.2 KM (2.0 MI) ON MAIN JS3886'STREET TO THE JUNCTION OF ROAD 98. JS3886'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 4.7 KM (2.9 MI) ON STATE JS3886'HIGHWAY 16 TO A FORK. JS3886'FOLLOW THE LEFT FORK AND GO SOUTHWEST FOR 1.8 KM (1.1 MI) ON JS3886'HIGHWAY 16 TO A SIDE ROAD RIGHT. JS3886'TURN RIGHT AND GO NORTH FOR 0.6 KM (0.4 MI) ON 94B ROAD TO A GATE JS3886'ON THE LEFT. PASS THROUGH GATE AND GO WEST FOR 0.2 KM (0.1 MI), JS3886'BETWEEN BUILDINGS, TO THE TAXIWAY. TURN LEFT AND GO SOUTHERLY FOR JS3886'0.3 KM (0.2 MI) ON THE TAXIWAY TO A CURVE RIGHT IN TAXIWAY. BEAR JS3886'RIGHT AND GO WESTERLY FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO THE JS3886'STATION ON THE LEFT, ABOUT 2 METERS (6.5 FT) HIGHER THAN THE JS3886'TAXIWAY. JS3886' JS3886'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD JS3886'THAT IS ---UNSTAMPED---, JS3886'DRIVEN TO A DEPTH OF 11.9 METERS (39 FT) RECESSED 8 CM BELOW GROUND JS3886'INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3 JS3886'FT) ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---WOODPORT JS3886'1987---, FLUSH WITH GROUND. LOCATED JS3886'22.9 METERS (75.13 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF JS3886'TAXIWAY, JS3886'0.8 METERS (2.62 FT) NORTHWEST FROM A BARBED WIRE FENCE LINE AND JS3886'0.5 METERS (1.64 FT) NORTHWEST FROM A CARSONITE WITNESS POST. JS3886' JS3886'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD JS3886'THAT IS ---UNSTAMPED---, JS3886'DRIVEN TO A DEPTH OF 17.1 METERS (56 FT) RECESSED 10 CM BELOW GROUND JS3886'INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3 JS3886'FT) ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---WOODPORT JS3886'AZ MK 1987---, FLUSH WITH GROUND. LOCATED JS3886'12.1 METERS (39.70 FT) WEST FROM THE APPROXIMATE CENTER OF TAXIWAY, JS3886'18.5 METERS (60.70 FT) EAST FROM THE APPROXIMATE CENTER OF RUNWAY, JS3886'20.5 METERS (67.26 FT) SOUTH FROM THE PAVED ACCESS TO RUNWAY AND JS3886'11.1 METERS (36.42 FT) SOUTHEAST FROM A BLUE RUNWAY LIGHT. JS3886'TO REACH THE AZIMUTH FROM THE STATION, JS3886'GO NORTHERLY FOR 1.0 KM (0.6 MI) ON THE TAXIWAY TO THE MARK ON THE JS3886'LEFT. JS3886' JS3886'NO REFERENCE MARKS WERE SET AT THIS TIME. JS3886' JS3886'CALIFORNIA FAA AIRPORTS, 1987. JS3886' JS3886'THIS STATION SUITABLE FOR GPS SURVEYS. JS3886' JS3886'DESCRIBED BY S.E. RANDALL. JS3886 JS3886 STATION RECOVERY (1987) JS3886 JS3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS3886'7.4 KM (4.55 MI) WEST FROM WOODLAND. JS3886'6.2 KM (3.85 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF JS3886'COUNTY ROAD E 7 IN WOODLAND, THENCE 0.6 KM (0.35 MI) NORTH ALONG JS3886'COUNTY ROAD 94 B TO THE ENTRANCE TO WOODLAND-WATTS AIRPORT, THENCE JS3886'0.56 KM (0.35 MI) SOUTH ALONG THE TAXIWAY, INSIDE TAXIWAY BEND TO THE JS3886'NORTHEAST, 22.4 M (73.5 FT) SOUTHEAST OF THE CENTERLINE OF THE JS3886'TAXIWAY, 0.8 M (2.6 FT) NORTHWEST OF A BARBED WIRE FENCE. JS3886'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. THE JS3886'INSCRIPTION VERTICAL ON THE LOGO CAP HAS BEEN GROUND OFF AND THE JS3886'INSCRIPTION GPS INSERTED. THIS IS THE 3-DIMENSIONAL MARK WITH JS3886'1-METER GREASE FILLED SLEEVE. JS3886'THE MARK IS 0.58 METERS NW FROM A WITNESS POST JS3886'THE MARK IS 1.2 M ABOVE TAXIWAY. JS3886 JS3886 STATION RECOVERY (1999) JS3886 JS3886'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS3886'RECOVERED AS DESCRIBED. JS3886 JS3886 STATION RECOVERY (2002) JS3886 JS3886'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS3886'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2144 *********************************************************************** 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 20.72992(N) 121 58 59.79082(W) ADJUSTED JS2144* NAVD 88 - 29.91 (meters) 98.1 (feet) GPS OBS JS2144 ___________________________________________________________________ JS2144 EPOCH DATE - 1999.51 JS2144 X - -2,632,417.717 (meters) COMP JS2144 Y - -4,215,486.605 (meters) COMP JS2144 Z - 3,984,180.740 (meters) COMP JS2144 LAPLACE CORR- 1.95 (seconds) DEFLEC99 JS2144 ELLIP HEIGHT- -0.34 (meters) GPS OBS JS2144 GEOID HEIGHT- -30.16 (meters) GEOID99 JS2144 JS2144 HORZ ORDER - FIRST 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 May 2000. 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 superseded datum. 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 GEOID99. JS2144 JS2144; North East Units Scale Converg. JS2144;SPC CA 2 - 637,545.828 2,001,450.610 MT 0.99991952 +0 00 38.0 JS2144;SPC CA 2 - 2,091,681.60 6,566,425.88 sFT 0.99991952 +0 00 38.0 JS2144;UTM 10 - 4,306,809.841 588,157.639 MT 0.99969570 +0 38 18.9 JS2144 JS2144 SUPERSEDED SURVEY CONTROL JS2144 JS2144 NGVD 29 - 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 = CONCRETE 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 - July 19, 1999 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 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. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS4579 *********************************************************************** JS4579 DESIGNATION - YOLO SOUTHEAST BASE AZ MK 3 JS4579 PID - JS4579 JS4579 STATE/COUNTY- CA/YOLO JS4579 USGS QUAD - MERRITT (1992) JS4579 JS4579 *CURRENT SURVEY CONTROL JS4579 ___________________________________________________________________ JS4579* NAD 83(1992)- 38 32 02.27874(N) 121 48 10.86912(W) ADJUSTED JS4579* NAVD 88 - 22.07 (meters) 72.4 (feet) RESET JS4579 ___________________________________________________________________ JS4579 EPOCH DATE - 1991.35 JS4579 LAPLACE CORR- 1.64 (seconds) DEFLEC99 JS4579 GEOID HEIGHT- -31.26 (meters) GEOID99 JS4579 JS4579 HORZ ORDER - THIRD JS4579 VERT ORDER - THIRD JS4579 JS4579.The horizontal coordinates were established by classical geodetic methods JS4579.and adjusted by the National Geodetic Survey in March 1994. JS4579.No horizontal observational check was made to the station. JS4579.The horizontal coordinates are valid at the epoch date displayed above. JS4579.The epoch date for horizontal control is a decimal equivalence JS4579.of Year/Month/Day. JS4579 JS4579.The orthometric height was computed from unverified reset data. JS4579 JS4579.The Laplace correction was computed from DEFLEC99 derived deflections. JS4579 JS4579.The geoid height was determined by GEOID99. JS4579 JS4579; North East Units Scale Converg. JS4579;SPC CA 2 - 596,294.243 2,017,174.417 MT 0.99996056 +0 07 27.1 JS4579;SPC CA 2 - 1,956,342.03 6,618,013.07 sFT 0.99996056 +0 07 27.1 JS4579;UTM 10 - 4,265,741.345 604,326.863 MT 0.99973403 +0 44 44.7 JS4579 JS4579 SUPERSEDED SURVEY CONTROL JS4579 JS4579 NAD 83(1986)- 38 32 02.27212(N) 121 48 10.87329(W) AD(1984.00) 3 JS4579 NAD 27 - 38 32 02.60670(N) 121 48 07.00640(W) AD( ) 3 JS4579 NGVD 29 - 21.29 (m) 69.8 (f) LEVELING 3 JS4579 JS4579.Superseded values are not recommended for survey control. JS4579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4579.See file dsdata.txt to determine how the superseded data were derived. JS4579 JS4579_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0432765741(NAD 83) JS4579_MARKER: DR = REFERENCE MARK DISK JS4579_SETTING: 0 = UNSPECIFIED SETTING JS4579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JS4579 JS4579 HISTORY - Date Condition Report By JS4579 HISTORY - 1976 MONUMENTED NGS JS4579 JS4579 STATION DESCRIPTION JS4579 JS4579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN) JS4579'AZIMUTH MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED YOLO SE BASE JS4579'1880 NO 3 1976 CEMENTED IN A DRILL HOLE IN THE TOP OF A JS4579'5.5X6.5-FOOT CONCRETE WATER VALVE BOX WHICH PROJECTS 1.5 FEET ABOVE JS4579'THE GROUND AND IS 10 FEET DEEP IN THE GROUND AND IS 112.0 FEET JS4579'NORTHEAST OF BENCH MARK L 967, 74.2 FEET EAST OF THE CENTER LINE JS4579'OF PEDRICK ROAD, 34 FEET NORTHWEST OF THE CENTER LINE OF A FARM JS4579'ROAD, 24.9 FEET WEST OF THE SOUTHWEST CORNER OF 12-FOOT-HIGH, JS4579'5-FOOT-SQUARE, CONCRETE STANDPIPE MF3, AND ABOUT LEVEL WITH JS4579'PEDRICK ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 JS2248 *********************************************************************** JS2248 DESIGNATION - Z 585 RESET JS2248 PID - JS2248 JS2248 STATE/COUNTY- CA/YOLO JS2248 USGS QUAD - SACRAMENTO WEST (1992) JS2248 JS2248 *CURRENT SURVEY CONTROL JS2248 ___________________________________________________________________ JS2248* NAD 83(1998)- 38 34 15.79537(N) 121 31 49.55398(W) ADJUSTED JS2248* NAVD 88 - 6.35 (meters) 20.8 (feet) GPS OBS JS2248 ___________________________________________________________________ JS2248 EPOCH DATE - 1999.51 JS2248 X - -2,611,167.374 (meters) COMP JS2248 Y - -4,255,962.238 (meters) COMP JS2248 Z - 3,955,183.872 (meters) COMP JS2248 LAPLACE CORR- 1.67 (seconds) DEFLEC99 JS2248 ELLIP HEIGHT- -24.53 (meters) GPS OBS JS2248 GEOID HEIGHT- -30.81 (meters) GEOID99 JS2248 JS2248 HORZ ORDER - B JS2248 VERT ORDER - FIRST CLASS II (See Below) JS2248 ELLP ORDER - FOURTH CLASS I JS2248 JS2248.The horizontal coordinates were established by GPS observations JS2248.and adjusted by the National Geodetic Survey in May 2000. JS2248.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS2248.DATUM ITEM on the data sheet items page. JS2248.The horizontal coordinates are valid at the epoch date displayed above. JS2248.The epoch date for horizontal control is a decimal equivalence JS2248.of Year/Month/Day. JS2248 JS2248.The orthometric height was determined by GPS observations and a JS2248.high-resolution geoid model using precise GPS observation and JS2248.processing techniques. JS2248.The vertical order pertains to the superseded datum. JS2248 JS2248.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS2248 JS2248.The Laplace correction was computed from DEFLEC99 derived deflections. JS2248 JS2248.The ellipsoidal height was determined by GPS observations JS2248.and is referenced to NAD 83. JS2248 JS2248.The geoid height was determined by GEOID99. JS2248 JS2248; North East Units Scale Converg. JS2248;SPC CA 2 - 600,498.192 2,040,919.433 MT 0.99995459 +0 17 45.8 JS2248;SPC CA 2 - 1,970,134.48 6,695,916.51 sFT 0.99995459 +0 17 45.8 JS2248;UTM 10 - 4,270,201.521 628,020.406 MT 0.99980183 +0 54 59.0 JS2248 JS2248 SUPERSEDED SURVEY CONTROL JS2248 JS2248 NAD 83(1992)- 38 34 15.79057(N) 121 31 49.54792(W) AD(1991.35) 1 JS2248 ELLIP HT - -24.38 (m) GP(1991.35) 4 1 JS2248 NGVD 29 - 5.603 (m) 18.38 (f) ADJ UNCH 1 2 JS2248 JS2248.Superseded values are not recommended for survey control. JS2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS2248.See file dsdata.txt to determine how the superseded data were derived. JS2248 JS2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2802070202(NAD 83) JS2248_MARKER: DB = BENCH MARK DISK JS2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS2248_STAMPING: Z 585 1939 RESET 1957 JS2248_MARK LOGO: CGS JS2248_MAGNETIC: N = NO MAGNETIC MATERIAL JS2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS2248+STABILITY: SURFACE MOTION JS2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS2248+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999 JS2248 JS2248 HISTORY - Date Condition Report By JS2248 HISTORY - 1957 MONUMENTED CGS JS2248 HISTORY - 1964 GOOD NGS JS2248 HISTORY - 19890320 GOOD CADWR JS2248 HISTORY - 19940201 GOOD CADT JS2248 HISTORY - 19990719 GOOD FRAME JS2248 HISTORY - 20020826 GOOD FRAME JS2248 JS2248 STATION DESCRIPTION JS2248 JS2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 JS2248'AT WEST SACRAMENTO. JS2248'AT WEST SACRAMENTO, ALONG PARK BOULEVARD, AT THE INTERSECTION JS2248'OF WESTACRE ROAD, AT THE TRINITY PRESBYTERIAN CHURCH YARD, 144 JS2248'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 88 FEET EAST OF JS2248'AND ACROSS A DRIVEWAY LEADING INTO THE PARKING AREA FROM A JS2248'POWER LINE POLE, 86.7 FEET NORTHEAST OF THE NORTHEAST CORNER JS2248'OF RESIDENCE 1508 PARK BOULEVARD, 42 1/2 FEET NORTHWEST OF THE JS2248'CENTER LINE OF THE BOULEVARD, 0.7 FOOT NORTHWEST OF A SIDEWALK, JS2248'FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST. JS2248 JS2248 STATION RECOVERY (1964) JS2248 JS2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 JS2248'RECOVERED IN GOOD CONDITION. JS2248 JS2248 STATION RECOVERY (1989) JS2248 JS2248'RECOVERY NOTE BY CA DEPT OF WATER RES 1989 JS2248'RECOVERED IN GOOD CONDITION. JS2248 JS2248 STATION RECOVERY (1994) JS2248 JS2248'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS2248'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS2248'STATION IS LOCATED ON THE GROUNDS OF THE TRINITY PRESBYTERIAN CHURCH, JS2248'1500 PARK BLVD, WEST SACRAMENTO, ABOUT 2 MI (3.2 KM) WEST OF DOWNTOWN JS2248'SACRAMENTO. TO REACH THE STATION FROM THE U.S. HIGHWAY 50/JEFFERSON JS2248'BLVD INTERCHANGE IN WEST SACRAMENTO, GO SOUTH ON JEFFERSON BLVD FOR JS2248'0.05 MI (0.08 KM) TO THE INTERSECTION WITH THE HIGHWAY 50 ON AND JS2248'OFF-RAMPS ON THE LEFT AND PARK BLVD ON THE RIGHT. TURN RIGHT AND GO JS2248'SOUTHWEST ON PARK BLVD FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH JS2248'WESTACRE ROAD. CONTINUE SOUTHWEST ON PARK BLVD FOR ABOUT 150 FT (45.7 JS2248'M) TO THE DRIVEWAY TO THE TRINITY PRESBYTERIAN CHURCH AND THE STATION JS2248'ON THE RIGHT. THE STATION IS 144.5 FT (44.0 M) SOUTHWEST OF THE JS2248'CENTERLINE OF WESTACRE ROAD, 94.7 FT (28.9 M) SOUTHWEST OF A STREET JS2248'LIGHT AT THE NORTHWEST CORNER OF PARK BLVD AND WESTACRE ROAD, 61.0 FT JS2248'(18.6 M) NORTHEAST OF A UTILITY POLE, 41.5 FT (12.6 M) NORTHWEST OF JS2248'THE CENTERLINE OF PARK BLVD, 21.1 FT (6.4 M) SOUTH OF A 1 FT (0.3 M) JS2248'DIAMETER TREE, 21.0 FT (6.4 M) NORTHEAST OF THE CENTER OF THE CHURCH JS2248'DRIVEWAY, 0.8 FT (0.2 M) NORTHWEST OF THE BACK OF SIDEWALK, 0.8 FT JS2248'(0.2 M) WEST OF A FENCE POST AND LEVEL WITH THE SIDEWALK. THIS JS2248'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS2248'SURVEY. JS2248 JS2248 STATION RECOVERY (1999) JS2248 JS2248'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) JS2248'RECOVERED AS DESCRIBED. JS2248 JS2248 STATION RECOVERY (2002) JS2248 JS2248'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) JS2248'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5074 *********************************************************************** AI5074 DESIGNATION - ZAMX AI5074 PID - AI5074 AI5074 STATE/COUNTY- CA/YOLO AI5074 USGS QUAD - ELDORADO BEND (1973) AI5074 AI5074 *CURRENT SURVEY CONTROL AI5074 ___________________________________________________________________ AI5074* NAD 83(1998)- 38 46 45.78355(N) 121 48 44.62894(W) ADJUSTED AI5074* NAVD 88 - 13.10 (meters) 43.0 (feet) GPS OBS AI5074 ___________________________________________________________________ AI5074 EPOCH DATE - 1999.51 AI5074 X - -2,624,465.023 (meters) COMP AI5074 Y - -4,230,784.517 (meters) COMP AI5074 Z - 3,973,243.234 (meters) COMP AI5074 LAPLACE CORR- 2.53 (seconds) DEFLEC99 AI5074 ELLIP HEIGHT- -17.33 (meters) GPS OBS AI5074 GEOID HEIGHT- -30.36 (meters) GEOID99 AI5074 AI5074 HORZ ORDER - FIRST AI5074 ELLP ORDER - FOURTH CLASS I AI5074 AI5074.The horizontal coordinates were established by GPS observations AI5074.and adjusted by the National Geodetic Survey in May 2000. AI5074.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5074.DATUM ITEM on the data sheet items page. AI5074.The horizontal coordinates are valid at the epoch date displayed above. AI5074.The epoch date for horizontal control is a decimal equivalence AI5074.of Year/Month/Day. AI5074 AI5074.The orthometric height was determined by GPS observations and a AI5074.high-resolution geoid model using precise GPS observation and AI5074.processing techniques. AI5074 AI5074.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5074 AI5074.The Laplace correction was computed from DEFLEC99 derived deflections. AI5074 AI5074.The ellipsoidal height was determined by GPS observations AI5074.and is referenced to NAD 83. AI5074 AI5074.The geoid height was determined by GEOID99. AI5074 AI5074; North East Units Scale Converg. AI5074;SPC CA 2 - 623,534.499 2,016,300.553 MT 0.99992879 +0 07 05.8 AI5074;SPC CA 2 - 2,045,712.77 6,615,146.06 sFT 0.99992879 +0 07 05.8 AI5074;UTM 10 - 4,292,964.741 603,156.825 MT 0.99973104 +0 44 38.0 AI5074 AI5074 SUPERSEDED SURVEY CONTROL AI5074 AI5074.No superseded survey control is available for this station. AI5074 AI5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH0315792965(NAD 83) AI5074_MARKER: DD = SURVEY DISK AI5074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI5074_STAMPING: ZAMX 1999 AI5074_MARK LOGO: CA-113 AI5074_PROJECTION: RECESSED 10 CENTIMETERS AI5074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI5074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5074+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5074_ROD/PIPE-DEPTH: 6 meters AI5074 AI5074 HISTORY - Date Condition Report By AI5074 HISTORY - 1999 MONUMENTED FRAME AI5074 HISTORY - 20020826 GOOD FRAME AI5074 AI5074 STATION DESCRIPTION AI5074 AI5074'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5074'THE STATION IS ABOUT 11 MI (17.7 KM) NORTH-NORTHWEST OF WOODLAND AND AI5074'ABOUT 4 MI (6.4 KM) SOUTH-SOUTHEAST OF ZAMORA AT THE SITE OF THE AI5074'ZAMORA EXTENSOMETER. TO REACH THE STATION FROM THE INTERSECTION OF AI5074'INTERSTATE HIGHWAY 5 AND COUNTY ROAD E10, ROAD 13, AT ZAMORA, GO EAST AI5074'ON COUNTY ROAD E10 FOR ABOUT 3.1 MI (5.0 KM) TO THE INTERSECTION OF AI5074'ROAD 97. TURN RIGHT AND GO SOUTH ON ROAD 97 FOR 1.0 MI (1.6 KM) TO AI5074'THE INTERSECTION OF ROAD 14. TURN LEFT AND GO EAST ON ROAD 14 FOR 0.5 AI5074'MI (0.8 KM) TO A DIRT SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON THE AI5074'DIRT SIDE ROAD FOR ABOUT 30 M (98.4 FT) WHERE THE DIRT ROAD SPLITS. AI5074'TAKE EITHER ROAD FOR AN ADDITIONAL 15 M (49.2 FT) NORTH TO THE AI5074'STATION, JUST NORTH OF A CIRCULAR CORRUGATED METAL BUILDING. THE AI5074'STATION IS A 2 1/2 IN YOLO COUNTY DISK SET ATOP AN ALUMINUM ROD DRIVEN AI5074'TO A DEPTH OF 6.1 M (20.0 FT) AND SET INSIDE A 5 IN PVC WITH AND AI5074'ALUMINUM LOGO CAP. IT IS 51.3 M (168.3 FT) SOUTH OF A 3.0 M (9.8 FT) AI5074'BY 3.0 M (9.8 FT) METAL BUILDING HOUSING THE EXTENSOMETER, 46.4 M AI5074'(152.2 FT) NORTH OF THE CENTERLINE OF ROAD 14, 30.0 M (98.4 FT) SOUTH AI5074'OF A POWER POLE WITH TRANSFORMER, 5.3 M (17.4 FT) WEST OF THE AI5074'CENTERLINE OF A DIRT ROAD, 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF A AI5074'DIRT ROAD AND 2.05 M (6.73 FT) NORTH OF THE CONCRETE FOUNDATION FOR AI5074'THE CIRCULAR CORRUGATED METAL BUILDING. AI5074 AI5074 STATION RECOVERY (2002) AI5074 AI5074'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5074'RECOVERED AS DESCRIBED.