1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT2287 *********************************************************************** KT2287 DESIGNATION - 60 B RESET KT2287 PID - KT2287 KT2287 STATE/COUNTY- CA/COLUSA KT2287 USGS QUAD - COLUSA (1991) KT2287 KT2287 *CURRENT SURVEY CONTROL KT2287 ___________________________________________________________________ KT2287* NAD 83(1986)- 39 12 49. (N) 122 00 29. (W) SCALED KT2287* NAVD 88 - 19.38 (+/-2cm) 63.6 (feet) VERTCON KT2287 ___________________________________________________________________ KT2287 GEOID HEIGHT- -29.39 (meters) GEOID99 KT2287 KT2287 VERT ORDER - THIRD (See Below) KT2287 KT2287.The horizontal coordinates were scaled from a topographic map and have KT2287.an estimated accuracy of +/- 6 seconds. KT2287 KT2287.The NAVD 88 height was computed by applying the VERTCON shift value to KT2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT2287.The vertical order pertains to the superseded datum. KT2287 KT2287.The geoid height was determined by GEOID99. KT2287 KT2287; North East Units Estimated Accuracy KT2287;SPC CA 2 - 671,720. 1,999,300. MT (+/- 180 meters Scaled) KT2287 KT2287 SUPERSEDED SURVEY CONTROL KT2287 KT2287 NGVD 29 - 18.64 (m) 61.2 (f) RESET 3 KT2287 KT2287.Superseded values are not recommended for survey control. KT2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2287.See file dsdata.txt to determine how the superseded data were derived. KT2287 KT2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ856409(NAD 83) KT2287_MARKER: DD = SURVEY DISK KT2287_SETTING: 34 = BUILDING WALL KT2287_STAMPING: 60 B 1904 RESET 1984 KT2287_MARK LOGO: USGS KT2287_MAGNETIC: N = NO MAGNETIC MATERIAL KT2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT2287+STABILITY: SURFACE MOTION KT2287 KT2287 HISTORY - Date Condition Report By KT2287 HISTORY - 1984 MONUMENTED LOCENG KT2287 KT2287 STATION DESCRIPTION KT2287 KT2287'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 KT2287'IN COLUSA, AT THE INTERSECTION OF SIXTH STREET AND MARKET STREET, IN KT2287'NORTH WALL OF COUNTY COURTHOUSE, 15 FEET (4.6 M) WEST OF MAIN KT2287'ENTRANCE, IN THE WATER TABLE, SET IN GRANITE BASE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4365 *********************************************************************** AA4365 DESIGNATION - BLOCK RESET AA4365 PID - AA4365 AA4365 STATE/COUNTY- CA/COLUSA AA4365 USGS QUAD - WILLIAMS (1994) AA4365 AA4365 *CURRENT SURVEY CONTROL AA4365 ___________________________________________________________________ AA4365* NAD 83(1986)- 39 09 04. (N) 122 08 41. (W) SCALED AA4365* NAVD 88 - 26.01 (+/-2cm) 85.3 (feet) VERTCON AA4365 ___________________________________________________________________ AA4365 GEOID HEIGHT- -29.83 (meters) GEOID99 AA4365 AA4365 VERT ORDER - THIRD (See Below) AA4365 AA4365.The horizontal coordinates were scaled from a topographic map and have AA4365.an estimated accuracy of +/- 6 seconds. AA4365 AA4365.The NAVD 88 height was computed by applying the VERTCON shift value to AA4365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4365.The vertical order pertains to the superseded datum. AA4365 AA4365.The geoid height was determined by GEOID99. AA4365 AA4365; North East Units Estimated Accuracy AA4365;SPC CA 2 - 664,790. 1,987,490. MT (+/- 180 meters Scaled) AA4365 AA4365 SUPERSEDED SURVEY CONTROL AA4365 AA4365 NGVD 29 - 25.25 (m) 82.8 (f) RESET 3 AA4365 AA4365.Superseded values are not recommended for survey control. AA4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4365.See file dsdata.txt to determine how the superseded data were derived. AA4365 AA4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ739338(NAD 83) AA4365_MARKER: DS = TRIANGULATION STATION DISK AA4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4365_STAMPING: BLOCK 1959 1979 AA4365_MARK LOGO: NGS AA4365_MAGNETIC: N = NO MAGNETIC MATERIAL AA4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4365+STABILITY: SURFACE MOTION AA4365 AA4365 HISTORY - Date Condition Report By AA4365 HISTORY - 1979 MONUMENTED NGS AA4365 AA4365 STATION DESCRIPTION AA4365 AA4365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) AA4365'0.3 MILE (0.5 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AA4365'RAILROAD FROM THE CROSSING OF E STREET IN WILLIAMS, 0.1 MILE (0.2 KM) AA4365'SOUTHEAST OF MILEPOLE 124, 50.5 FEET (15.4 M) SOUTHWEST OF THE AA4365'CENTERLINE OF FIFTH STREET, 22.0 FEET (6.7 M) NORTH OF THE NORTHEAST AA4365'RAIL OF THE RAILROAD TRACK, 18.0 FEET (5.5 M) NORTH-NORTHEAST OF AA4365'SEMAPHORE SIGNAL NO 1238, 10.3 FEET (3.1 M) NORTHWEST OF A GUYED AA4365'TELEGRAPH POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4332 *********************************************************************** AA4332 DESIGNATION - BLOCK RM 3 AA4332 PID - AA4332 AA4332 STATE/COUNTY- CA/COLUSA AA4332 USGS QUAD - WILLIAMS (1994) AA4332 AA4332 *CURRENT SURVEY CONTROL AA4332 ___________________________________________________________________ AA4332* NAD 83(1986)- 39 09 03. (N) 122 08 39. (W) SCALED AA4332* NAVD 88 - 26.07 (+/-2cm) 85.5 (feet) VERTCON AA4332 ___________________________________________________________________ AA4332 GEOID HEIGHT- -29.83 (meters) GEOID99 AA4332 AA4332 VERT ORDER - THIRD (See Below) AA4332 AA4332.The horizontal coordinates were scaled from a topographic map and have AA4332.an estimated accuracy of +/- 6 seconds. AA4332 AA4332.The NAVD 88 height was computed by applying the VERTCON shift value to AA4332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4332.The vertical order pertains to the superseded datum. AA4332 AA4332.The geoid height was determined by GEOID99. AA4332 AA4332; North East Units Estimated Accuracy AA4332;SPC CA 2 - 664,760. 1,987,540. MT (+/- 180 meters Scaled) AA4332 AA4332 SUPERSEDED SURVEY CONTROL AA4332 AA4332 NGVD 29 - 25.32 (m) 83.1 (f) RESET 3 AA4332 AA4332.Superseded values are not recommended for survey control. AA4332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4332.See file dsdata.txt to determine how the superseded data were derived. AA4332 AA4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ739338(NAD 83) AA4332_MARKER: DR = REFERENCE MARK DISK AA4332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4332_STAMPING: BLOCK 1959 RM NO 3 AA4332_MARK LOGO: NGS AA4332_MAGNETIC: N = NO MAGNETIC MATERIAL AA4332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4332+STABILITY: SURFACE MOTION AA4332 AA4332 HISTORY - Date Condition Report By AA4332 HISTORY - 1979 MONUMENTED CADH AA4332 HISTORY - 19790208 GOOD NGS AA4332 AA4332 STATION DESCRIPTION AA4332 AA4332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) AA4332'0.3 MILE (0.5 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY AA4332'RAILROAD FROM THE CROSSING OF E STREET IN WILLIAMS, 0.1 MILE (0.2 KM) AA4332'SOUTHEAST OF MILEPOLE 124, 60.0 FEET (18.3 M) SOUTHWEST OF THE AA4332'CENTERLINE OF FIFTH STREET, 45.0 FEET (13.7 M) NORTHWEST OF A GUYED AA4332'TELEGRAPH POLE, 36.3 FEET (11.1 M) NORTHWEST OF HORIZONTAL CONTROL AA4332'STATION BLOCK RESET 1979, 13.3 FEET (4.1 M) NORTHEAST OF THE NORTHEAST AA4332'RAIL OF THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT0487 *********************************************************************** KT0487 DESIGNATION - D 850 RESET 1971 KT0487 PID - KT0487 KT0487 STATE/COUNTY- CA/COLUSA KT0487 USGS QUAD - WILLIAMS (1994) KT0487 KT0487 *CURRENT SURVEY CONTROL KT0487 ___________________________________________________________________ KT0487* NAD 83(1986)- 39 08 32. (N) 122 13 00. (W) SCALED KT0487* NAVD 88 - 37.26 (+/-2cm) 122.2 (feet) VERTCON KT0487 ___________________________________________________________________ KT0487 GEOID HEIGHT- -29.85 (meters) GEOID99 KT0487 KT0487 VERT ORDER - THIRD (See Below) KT0487 KT0487.The horizontal coordinates were scaled from a topographic map and have KT0487.an estimated accuracy of +/- 6 seconds. KT0487 KT0487.The NAVD 88 height was computed by applying the VERTCON shift value to KT0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0487.The vertical order pertains to the superseded datum. KT0487 KT0487.The geoid height was determined by GEOID99. KT0487 KT0487; North East Units Estimated Accuracy KT0487;SPC CA 2 - 663,820. 1,981,270. MT (+/- 180 meters Scaled) KT0487 KT0487 SUPERSEDED SURVEY CONTROL KT0487 KT0487 NGVD 29 - 36.50 (m) 119.8 (f) RESET 3 KT0487 KT0487.Superseded values are not recommended for survey control. KT0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0487.See file dsdata.txt to determine how the superseded data were derived. KT0487 KT0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ676328(NAD 83) KT0487_MARKER: DB = BENCH MARK DISK KT0487_SETTING: 36 = BRIDGE KT0487_STAMPING: D 850 RESET 1971 KT0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0487 KT0487 HISTORY - Date Condition Report By KT0487 HISTORY - 1971 MONUMENTED CADPW KT0487 KT0487 STATION DESCRIPTION KT0487 KT0487'DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1971 KT0487'4.4 MI WSW FROM WILLIAMS. KT0487'3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT KT0487'WILLIAMS, THENCE 0.7 MILE SOUTH ALONG EAST CAMP ROAD TO A BRIDGE KT0487'OVER SALT CREEK AND SET IN THE NORTHEAST END OF THE NORTHEAST KT0487'WINGWALL OF THE CONCRETE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4335 *********************************************************************** AA4335 DESIGNATION - DRIER RM 3 AA4335 PID - AA4335 AA4335 STATE/COUNTY- CA/COLUSA AA4335 USGS QUAD - MAXWELL (1994) AA4335 AA4335 *CURRENT SURVEY CONTROL AA4335 ___________________________________________________________________ AA4335* NAD 83(1986)- 39 15 09. (N) 122 11 26. (W) SCALED AA4335* NAVD 88 - 26.29 (+/-2cm) 86.3 (feet) VERTCON AA4335 ___________________________________________________________________ AA4335 GEOID HEIGHT- -29.62 (meters) GEOID99 AA4335 AA4335 VERT ORDER - THIRD (See Below) AA4335 AA4335.The horizontal coordinates were scaled from a topographic map and have AA4335.an estimated accuracy of +/- 6 seconds. AA4335 AA4335.The NAVD 88 height was computed by applying the VERTCON shift value to AA4335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4335.The vertical order pertains to the superseded datum. AA4335 AA4335.The geoid height was determined by GEOID99. AA4335 AA4335; North East Units Estimated Accuracy AA4335;SPC CA 2 - 676,050. 1,983,550. MT (+/- 180 meters Scaled) AA4335 AA4335 SUPERSEDED SURVEY CONTROL AA4335 AA4335 NGVD 29 - 25.53 (m) 83.8 (f) RESET 3 AA4335 AA4335.Superseded values are not recommended for survey control. AA4335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4335.See file dsdata.txt to determine how the superseded data were derived. AA4335 AA4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ698451(NAD 83) AA4335_MARKER: DR = REFERENCE MARK DISK AA4335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4335_STAMPING: DRIER 1959 NO 3 1979 AA4335_MARK LOGO: NGS AA4335_MAGNETIC: N = NO MAGNETIC MATERIAL AA4335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4335+STABILITY: SURFACE MOTION AA4335 AA4335 HISTORY - Date Condition Report By AA4335 HISTORY - 1979 MONUMENTED NGS AA4335 HISTORY - 19790211 GOOD NGS AA4335 AA4335 STATION DESCRIPTION AA4335 AA4335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) AA4335'1.6 MILES (2.6 KM) SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD AA4335'FROM THE CROSSING OF OAK STREET IN MAXWELL, 0.1 MILE (0.2 KM) SOUTH OF AA4335'THE JUNCTION OF A ROAD CROSSING EAST TO COLUSA-GLENN DRIER COMPANY, AA4335'62.7 FEET (19.1 M) EAST OF THE CENTERLINE OF ROAD 99W, 46.9 FEET (14.3 AA4335'M) WEST OF THE WEST RAIL OF THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2569 *********************************************************************** AH2569 DESIGNATION - H 295 RESET AH2569 PID - AH2569 AH2569 STATE/COUNTY- CA/COLUSA AH2569 USGS QUAD - SITES (1973) AH2569 AH2569 *CURRENT SURVEY CONTROL AH2569 ___________________________________________________________________ AH2569* NAD 83(1986)- 39 17 30. (N) 122 18 19. (W) SCALED AH2569* NAVD 88 - 63.62 (+/-2cm) 208.7 (feet) VERTCON AH2569 ___________________________________________________________________ AH2569 GEOID HEIGHT- -29.50 (meters) GEOID99 AH2569 AH2569 VERT ORDER - THIRD (See Below) AH2569 AH2569.The horizontal coordinates were scaled from a topographic map and have AH2569.an estimated accuracy of +/- 6 seconds. AH2569 AH2569.The NAVD 88 height was computed by applying the VERTCON shift value to AH2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH2569.The vertical order pertains to the superseded datum. AH2569 AH2569.The geoid height was determined by GEOID99. AH2569 AH2569; North East Units Estimated Accuracy AH2569;SPC CA 2 - 680,430. 1,973,670. MT (+/- 180 meters Scaled) AH2569 AH2569 SUPERSEDED SURVEY CONTROL AH2569 AH2569 NGVD 29 - 62.84 (m) 206.2 (f) RESET 3 AH2569 AH2569.Superseded values are not recommended for survey control. AH2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH2569.See file dsdata.txt to determine how the superseded data were derived. AH2569 AH2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ599493(NAD 83) AH2569_MARKER: DV = VERTICAL CONTROL DISK AH2569_SETTING: 66 = SET IN ROCK OUTCROP AH2569_STAMPING: H 295 USGS RESET 1977 AH2569_MARK LOGO: NGS AH2569_PROJECTION: FLUSH AH2569_MAGNETIC: N = NO MAGNETIC MATERIAL AH2569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AH2569+STABILITY: POSITION/ELEVATION WELL AH2569 AH2569 HISTORY - Date Condition Report By AH2569 HISTORY - 1977 MONUMENTED NGS AH2569 AH2569 STATION DESCRIPTION AH2569 AH2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 AH2569'6.5 MILES (10.5 KM) WEST ALONG MAXWELL-SITES ROAD FROM THE SP CO RR AH2569'STATION AT MAXWELL, NEAR THE WESTERN BASE OF A LOW ROCKY HILL, SET IN AH2569'THE TOP OF A 1 1/2 X 3 FOOT (0.9 M) OUTCROPPING ROCK PROJECTING 1 FOOT AH2569'(0.3 M) ABOVE THE GROUND, 128 FEET (39.0 M) SOUTHEAST OF A FENCE AH2569'CORNER, 37 FEET (11.3 M) NORTHEAST OF THE CENTERLINE OF THE ROAD, 10.5 AH2569'FEET (3.2 M) NORTHEAST OF A METAL WITNESS POST IN A FENCE LINE, AND AH2569'ABOUT 6 FEET (1.8 M) HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI5047 *********************************************************************** AI5047 DESIGNATION - JIMENO RM 4 AI5047 PID - AI5047 AI5047 STATE/COUNTY- CA/COLUSA AI5047 USGS QUAD - KIRKVILLE (1973) AI5047 AI5047 *CURRENT SURVEY CONTROL AI5047 ___________________________________________________________________ AI5047* NAD 83(1998)- 38 55 39.86047(N) 121 50 35.87362(W) ADJUSTED AI5047* NAVD 88 - 12.30 (meters) 40.4 (feet) GPS OBS AI5047 ___________________________________________________________________ AI5047 EPOCH DATE - 1999.51 AI5047 X - -2,621,295.350 (meters) COMP AI5047 Y - -4,220,591.579 (meters) COMP AI5047 Z - 3,986,068.482 (meters) COMP AI5047 LAPLACE CORR- 3.65 (seconds) DEFLEC99 AI5047 ELLIP HEIGHT- -17.61 (meters) GPS OBS AI5047 GEOID HEIGHT- -29.84 (meters) GEOID99 AI5047 AI5047 HORZ ORDER - B AI5047 ELLP ORDER - FOURTH CLASS I AI5047 AI5047.The horizontal coordinates were established by GPS observations AI5047.and adjusted by the National Geodetic Survey in May 2000. AI5047.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI5047.DATUM ITEM on the data sheet items page. AI5047.The horizontal coordinates are valid at the epoch date displayed above. AI5047.The epoch date for horizontal control is a decimal equivalence AI5047.of Year/Month/Day. AI5047 AI5047.The orthometric height was determined by GPS observations and a AI5047.high-resolution geoid model using precise GPS observation and AI5047.processing techniques. AI5047 AI5047.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI5047 AI5047.The Laplace correction was computed from DEFLEC99 derived deflections. AI5047 AI5047.The ellipsoidal height was determined by GPS observations AI5047.and is referenced to NAD 83. AI5047 AI5047.The geoid height was determined by GEOID99. AI5047 AI5047; North East Units Scale Converg. AI5047;SPC CA 2 - 639,997.375 2,013,587.192 MT 0.99991841 +0 05 55.7 AI5047;SPC CA 2 - 2,099,724.72 6,606,243.98 sFT 0.99991841 +0 05 55.7 AI5047;UTM 10 - 4,309,393.731 600,264.083 MT 0.99972379 +0 43 36.7 AI5047 AI5047 SUPERSEDED SURVEY CONTROL AI5047 AI5047.No superseded survey control is available for this station. AI5047 AI5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ0026409394(NAD 83) AI5047_MARKER: DR = REFERENCE MARK DISK AI5047_SETTING: 34 = CONCRETE IRRIGATION HEADWALL AI5047_STAMPING: JIMENO NO 4 1939 RESET 1963 AI5047_MARK LOGO: CGS AI5047_MAGNETIC: N = NO MAGNETIC MATERIAL AI5047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI5047+STABILITY: SURFACE MOTION AI5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI5047+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI5047 AI5047 HISTORY - Date Condition Report By AI5047 HISTORY - 1963 MONUMENTED CGS AI5047 HISTORY - 1999 GOOD FRAME AI5047 HISTORY - 20020826 GOOD FRAME AI5047 AI5047 STATION DESCRIPTION AI5047 AI5047'DESCRIBED BY FRAME SURVEYING AND MAPPING 1999 (JHF) AI5047'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF KNIGHTS AI5047'LANDING, ABOUT 7.5 MI (12.1 KM) NORTHEAST OF DUNNIGAN AND 0.2 MI (0.3 AI5047'KM) NORTH OF THE YOLO/COLUSA COUNTY LINE. TO REACH THE STATION FROM AI5047'THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND COUNTY ROAD 1, COUNTY AI5047'LINE ROAD, ABOUT 3.5 MI (5.6 KM) NORTHWEST OF DUNNIGAN, GO EAST ON AI5047'COUNTY LINE ROAD FOR 4.8 MI (7.7 KM) TO THE COLUSA BASIN DRAINAGE AI5047'CANAL. CONTINUE EAST ON COUNTY LINE ROAD, THE ROAD TURNS TO GRAVEL AT AI5047'THE CANAL, FOR ABOUT 4 MI (6.4 KM) TO A T-INTERSECTION, STATE HIGHWAY AI5047'45. TURN LEFT AND GO NORTH ON HIGHWAY 45 FOR 0.2 MI (0.3 KM) TO A AI5047'DIRT SIDE ROAD RIGHT, AN IRRIGATION CANAL AND THE STATION ON THE AI5047'RIGHT. THE STATION IS SET IN THE SOUTHEAST HEADWALL FOR THE AI5047'IRRIGATION CANAL, 25.6 M (84.0 FT) EAST OF THE CENTERLINE OF HIGHWAY AI5047'45, 10.0 M (32.8 FT) NORTHWEST OF TRIANGULATION STATION JIMENO, 3.0 M AI5047'(9.8 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD, 1.5 M (4.9 FT) EAST AI5047'OF A CARSONITE WITNESS POST AND ABOUT 1.0 M (3.3 FT) HIGHER THAN THE AI5047'HIGHWAY. AI5047 AI5047 STATION RECOVERY (2002) AI5047 AI5047'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) AI5047'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT0271 *********************************************************************** KT0271 DESIGNATION - R 644 RESET 1951 KT0271 PID - KT0271 KT0271 STATE/COUNTY- CA/COLUSA KT0271 USGS QUAD - ARBUCKLE (1973) KT0271 KT0271 *CURRENT SURVEY CONTROL KT0271 ___________________________________________________________________ KT0271* NAD 83(1986)- 39 01 20. (N) 122 03 34. (W) SCALED KT0271* NAVD 88 - 37.98 (+/-2cm) 124.6 (feet) VERTCON KT0271 ___________________________________________________________________ KT0271 GEOID HEIGHT- -29.99 (meters) GEOID99 KT0271 KT0271 VERT ORDER - THIRD (See Below) KT0271 KT0271.The horizontal coordinates were scaled from a topographic map and have KT0271.an estimated accuracy of +/- 6 seconds. KT0271 KT0271.The NAVD 88 height was computed by applying the VERTCON shift value to KT0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0271.The vertical order pertains to the superseded datum. KT0271 KT0271.The geoid height was determined by GEOID99. KT0271 KT0271; North East Units Estimated Accuracy KT0271;SPC CA 2 - 650,480. 1,994,850. MT (+/- 180 meters Scaled) KT0271 KT0271 SUPERSEDED SURVEY CONTROL KT0271 KT0271 NGVD 29 - 37.23 (m) 122.1 (f) RESET 3 KT0271 KT0271.Superseded values are not recommended for survey control. KT0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0271.See file dsdata.txt to determine how the superseded data were derived. KT0271 KT0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ814196(NAD 83) KT0271_MARKER: DB = BENCH MARK DISK KT0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KT0271_STAMPING: R-644 RESET 1951 KT0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0271 KT0271 HISTORY - Date Condition Report By KT0271 HISTORY - 1951 MONUMENTED CADH KT0271 HISTORY - 1967 GOOD NGS KT0271 HISTORY - 1967 MARK NOT FOUND NGS KT0271 KT0271 STATION DESCRIPTION KT0271 KT0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 KT0271'0.4 MI NW FROM ARBUCKLE. KT0271'0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD KT0271'FROM THE STATION AT ARBUCKLE, COLUSA COUNTY, 35 YARDS SOUTHWEST KT0271'OF WEST SIDE OF RAILROAD CULVERT 114.15, 25 YARDS WEST OF THE KT0271'WEST RAIL, 28 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 99W, KT0271'AT HIGHWAY CULVERT T.C 410+32, 1-1/2 FEET NORTH OF DRY RUBBLE KT0271'HEADWALL OF HIGHWAY CULVERT, A STANDARD DISK STAMPED R 644 RESET KT0271'1951 SET IN CONCRETE IN A 10-INCH DIAMETER IRON PIPE. KT0271 KT0271 STATION RECOVERY (1967) KT0271 KT0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KT0271'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT2289 *********************************************************************** KT2289 DESIGNATION - W 1075 RESET KT2289 PID - KT2289 KT2289 STATE/COUNTY- CA/COLUSA KT2289 USGS QUAD - WILLIAMS (1994) KT2289 KT2289 *CURRENT SURVEY CONTROL KT2289 ___________________________________________________________________ KT2289* NAD 83(1986)- 39 08 28. (N) 122 08 17. (W) SCALED KT2289* NAVD 88 - 28.03 (+/-2cm) 92.0 (feet) VERTCON KT2289 ___________________________________________________________________ KT2289 GEOID HEIGHT- -29.85 (meters) GEOID99 KT2289 KT2289 VERT ORDER - THIRD (See Below) KT2289 KT2289.The horizontal coordinates were scaled from a topographic map and have KT2289.an estimated accuracy of +/- 6 seconds. KT2289 KT2289.The NAVD 88 height was computed by applying the VERTCON shift value to KT2289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT2289.The vertical order pertains to the superseded datum. KT2289 KT2289.The geoid height was determined by GEOID99. KT2289 KT2289; North East Units Estimated Accuracy KT2289;SPC CA 2 - 663,680. 1,988,070. MT (+/- 180 meters Scaled) KT2289 KT2289 SUPERSEDED SURVEY CONTROL KT2289 KT2289 NGVD 29 - 27.28 (m) 89.5 (f) RESET 3 KT2289 KT2289.Superseded values are not recommended for survey control. KT2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT2289.See file dsdata.txt to determine how the superseded data were derived. KT2289 KT2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ744327(NAD 83) KT2289_MARKER: DV = VERTICAL CONTROL DISK KT2289_SETTING: 32 = CULVERT HEADWALL KT2289_STAMPING: W 1075 RESET 1981 KT2289_MARK LOGO: NGS KT2289_MAGNETIC: N = NO MAGNETIC MATERIAL KT2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KT2289+STABILITY: SURFACE MOTION KT2289 KT2289 HISTORY - Date Condition Report By KT2289 HISTORY - 1981 MONUMENTED LOCENG KT2289 KT2289 STATION DESCRIPTION KT2289 KT2289'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 KT2289'1.1 MILES (1.8 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY KT2289'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 IN WILLIAMS, 0.1 MILE KT2289'(0.2 KM) NORTHWEST OF MILEPOLE 123, AT THE CROSSING OF AN ASPHALT KT2289'ROAD, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF AN KT2289'IRRIGATION CULVERT, 16 FEET (4.9 M) SOUTH OF THE CENTERLINE OF THE KT2289'ROAD, 91.2 FEET (27.8 M) NORTHEAST OF THE NORTHEAST RAIL, 34 FEET KT2289'(10.4 M) SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY SOUTH TO A LARGE KT2289'BUILDING, 1.5 FEET (0.5 M) LOWER THAN THE TRACK.