1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0215 *********************************************************************** LU0215 DESIGNATION - D 378 RESET 1963 LU0215 PID - LU0215 LU0215 STATE/COUNTY- CA/TEHAMA LU0215 USGS QUAD - HOOKER (1965) LU0215 LU0215 *CURRENT SURVEY CONTROL LU0215 ___________________________________________________________________ LU0215* NAD 83(1986)- 40 20 51. (N) 122 19 00. (W) SCALED LU0215* NAVD 88 - 140.47 (meters) 460.9 (feet) RESET LU0215 ___________________________________________________________________ LU0215 GEOID HEIGHT- -28.34 (meters) GEOID99 LU0215 LU0215 VERT ORDER - THIRD LU0215 LU0215.The horizontal coordinates were scaled from a topographic map and have LU0215.an estimated accuracy of +/- 6 seconds. LU0215 LU0215.The orthometric height was computed from unverified reset data. LU0215 LU0215.The geoid height was determined by GEOID99. LU0215 LU0215; North East Units Estimated Accuracy LU0215;SPC CA 1 - 612,660. 1,973,100. MT (+/- 180 meters Scaled) LU0215 LU0215 SUPERSEDED SURVEY CONTROL LU0215 LU0215 NGVD 29 - 139.70 (m) 458.3 (f) RESET 3 LU0215 LU0215.Superseded values are not recommended for survey control. LU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0215.See file dsdata.txt to determine how the superseded data were derived. LU0215 LU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK580665(NAD 83) LU0215_MARKER: DB = BENCH MARK DISK LU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0215_STAMPING: D 378 RESET 1963 LU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0215+STABILITY: SURFACE MOTION LU0215 LU0215 HISTORY - Date Condition Report By LU0215 HISTORY - 1963 MONUMENTED SPRR LU0215 LU0215 STATION DESCRIPTION LU0215 LU0215'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1963 LU0215'3.1 MI SW FROM COTTONWOOD. LU0215'3.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD LU0215'FROM THE STATION AT COTTONWOOD, 3.1 MILES NORTH OF HOOKER, 467 LU0215'FEET SOUTH OF NORTH SWITCH OF NEW STATION DRAPER, 28 FEET EAST LU0215'OF CENTERLINE OF MAIN TRACK, 2 FEET SOUTH AND ON LINE WITH LU0215'WESTERN UNION POLE, 3.5 FEET BELOW TOP OF RAIL IN CONCRETE LU0215'MONUMENT, 1.6 FEET ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0337 *********************************************************************** LU0337 DESIGNATION - F 137 RESET 1963 LU0337 PID - LU0337 LU0337 STATE/COUNTY- CA/TEHAMA LU0337 USGS QUAD - RED BLUFF EAST (1976) LU0337 LU0337 *CURRENT SURVEY CONTROL LU0337 ___________________________________________________________________ LU0337* NAD 83(1986)- 40 11 08. (N) 122 11 48. (W) SCALED LU0337* NAVD 88 - 83.53 (meters) 274.0 (feet) RESET LU0337 ___________________________________________________________________ LU0337 GEOID HEIGHT- -28.27 (meters) GEOID99 LU0337 LU0337 VERT ORDER - THIRD LU0337 LU0337.The horizontal coordinates were scaled from a topographic map and have LU0337.an estimated accuracy of +/- 6 seconds. LU0337 LU0337.The orthometric height was computed from unverified reset data. LU0337 LU0337.The geoid height was determined by GEOID99. LU0337 LU0337; North East Units Estimated Accuracy LU0337;SPC CA 1 - 594,650. 1,983,250. MT (+/- 180 meters Scaled) LU0337 LU0337 SUPERSEDED SURVEY CONTROL LU0337 LU0337 NGVD 29 - 82.79 (m) 271.6 (f) RESET 3 LU0337 LU0337.Superseded values are not recommended for survey control. LU0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0337.See file dsdata.txt to determine how the superseded data were derived. LU0337 LU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK683486(NAD 83) LU0337_MARKER: DB = BENCH MARK DISK LU0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0337_STAMPING: F 137 RESET 1963 LU0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0337+STABILITY: SURFACE MOTION LU0337 LU0337 HISTORY - Date Condition Report By LU0337 HISTORY - 1963 MONUMENTED CADH LU0337 HISTORY - 1972 GOOD NGS LU0337 LU0337 STATION DESCRIPTION LU0337 LU0337'DESCRIBED BY CA DIV OF HIGHWAYS 1963 LU0337'2.2 MI NE FROM RED BLUFF. LU0337'0.1 MILE NORTHEAST ALONG OAK STREET FROM THE COURTHOUSE AT LU0337'RED BLUFF, THENCE 2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 99 E, LU0337'AT THE JUNCTION OF TRINITY AVENUE LEADING NORTH, 64.2 FEET LU0337'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 64.3 FEET WEST OF THE LU0337'CENTERLINE OF THE ROAD LEADING NORTH, 2.1 FEET NORTH OF A LU0337'WIRE FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING LU0337'0.2 FOOT ABOVE THE GROUND. LU0337 LU0337 STATION RECOVERY (1972) LU0337 LU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 LU0337'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT0252 *********************************************************************** KT0252 DESIGNATION - F 842 RESET KT0252 PID - KT0252 KT0252 STATE/COUNTY- CA/TEHAMA KT0252 USGS QUAD - VINA (1976) KT0252 KT0252 *CURRENT SURVEY CONTROL KT0252 ___________________________________________________________________ KT0252* NAD 83(1986)- 39 54 31. (N) 122 05 31. (W) SCALED KT0252* NAVD 88 - 61.72 (+/-2cm) 202.5 (feet) VERTCON KT0252 ___________________________________________________________________ KT0252 GEOID HEIGHT- -28.07 (meters) GEOID99 KT0252 KT0252 VERT ORDER - THIRD (See Below) KT0252 KT0252.The horizontal coordinates were scaled from a topographic map and have KT0252.an estimated accuracy of +/- 6 seconds. KT0252 KT0252.The NAVD 88 height was computed by applying the VERTCON shift value to KT0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KT0252.The vertical order pertains to the superseded datum. KT0252 KT0252.The geoid height was determined by GEOID99. KT0252 KT0252; North East Units Estimated Accuracy KT0252;SPC CA 1 - 563,880. 1,992,140. MT (+/- 180 meters Scaled) KT0252 KT0252 SUPERSEDED SURVEY CONTROL KT0252 KT0252 NGVD 29 - 60.98 (m) 200.1 (f) RESET 3 KT0252 KT0252.Superseded values are not recommended for survey control. KT0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0252.See file dsdata.txt to determine how the superseded data were derived. KT0252 KT0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK776180(NAD 83) KT0252_MARKER: DB = BENCH MARK DISK KT0252_SETTING: 36 = DECK KT0252_STAMPING: F 842 RESET 1974 KT0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KT0252 KT0252 HISTORY - Date Condition Report By KT0252 HISTORY - 1974 MONUMENTED LOCENG KT0252 KT0252 STATION DESCRIPTION KT0252 KT0252'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 KT0252'3.2 MI SW FROM VINA. KT0252'0.7 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE KT0252'STATION AT VINA, THENCE 2.5 MILES SOUTHWEST ALONG AN ASPHALT KT0252'ROAD LEADING TO CORNING, AT THE NEW CONCRETE BRIDGE OVER THE KT0252'SACRAMENTO RIVER, 14.5 FEET SOUTHEAST OF THE CENTER LINE OF THE KT0252'ROAD, SET IN THE SOUTHEAST CORNER OF THE CONCRETE DECK, 1.5 KT0252'FEET NORTHWEST AND 1.5 FEET NORTHEAST OF SAID SOUTHEAST CORNER, KT0252'LEVEL WITH THE DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0236 *********************************************************************** LU0236 DESIGNATION - G 16 RESET LU0236 PID - LU0236 LU0236 STATE/COUNTY- CA/TEHAMA LU0236 USGS QUAD - RED BLUFF EAST (1976) LU0236 LU0236 *CURRENT SURVEY CONTROL LU0236 ___________________________________________________________________ LU0236* NAD 83(1986)- 40 10 50. (N) 122 13 36. (W) SCALED LU0236* NAVD 88 - 83.71 (meters) 274.6 (feet) RESET LU0236 ___________________________________________________________________ LU0236 GEOID HEIGHT- -28.40 (meters) GEOID99 LU0236 LU0236 VERT ORDER - THIRD LU0236 LU0236.The horizontal coordinates were scaled from a topographic map and have LU0236.an estimated accuracy of +/- 6 seconds. LU0236 LU0236.The orthometric height was computed from unverified reset data. LU0236 LU0236.The geoid height was determined by GEOID99. LU0236 LU0236; North East Units Estimated Accuracy LU0236;SPC CA 1 - 594,100. 1,980,700. MT (+/- 180 meters Scaled) LU0236 LU0236 SUPERSEDED SURVEY CONTROL LU0236 LU0236.No superseded survey control is available for this station. LU0236 LU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK658480(NAD 83) LU0236_MARKER: DB = BENCH MARK DISK LU0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0236_STAMPING: G 16 RESET 1963 G 16 RESET 1964 LU0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0236+STABILITY: SURFACE MOTION LU0236 LU0236 HISTORY - Date Condition Report By LU0236 HISTORY - 1964 MONUMENTED CGS LU0236 HISTORY - 19880627 MARK NOT FOUND NGS LU0236 LU0236 STATION DESCRIPTION LU0236 LU0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 LU0236'0.5 MI NE FROM RED BLUFF. LU0236'0.1 MILE NORTHEAST ALONG OAK STREET FROM COURTHOUSE AT RED LU0236'BLUFF, THENCE 0.4 MILE NORTHEAST ALONG NEW STATE HIGHWAY 99 LU0236'TO STATION T 127+83, THENCE 325 FEET NORTHEASTERLY AT RIGHT LU0236'ANGLES TO T LINE, ON THE NORTHERLY SHOULDER OF OLD HIGHWAY LU0236'(NOW KNOWN AS BELLE MILL ROAD AND COUNTY ROAD NUMBER 12 B) SET LU0236'IN CONCRETE. LU0236 LU0236 STATION RECOVERY (1988) LU0236 LU0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0236'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0223 *********************************************************************** LU0223 DESIGNATION - J 378 RESET LU0223 PID - LU0223 LU0223 STATE/COUNTY- CA/TEHAMA LU0223 USGS QUAD - RED BLUFF WEST (1969) LU0223 LU0223 *CURRENT SURVEY CONTROL LU0223 ___________________________________________________________________ LU0223* NAD 83(1986)- 40 14 52. (N) 122 18 18. (W) SCALED LU0223* NAVD 88 - 141.84 (meters) 465.4 (feet) RESET LU0223 ___________________________________________________________________ LU0223 GEOID HEIGHT- -28.56 (meters) GEOID99 LU0223 LU0223 VERT ORDER - THIRD LU0223 LU0223.The horizontal coordinates were scaled from a topographic map and have LU0223.an estimated accuracy of +/- 6 seconds. LU0223 LU0223.The orthometric height was computed from unverified reset data. LU0223 LU0223.The geoid height was determined by GEOID99. LU0223 LU0223; North East Units Estimated Accuracy LU0223;SPC CA 1 - 601,580. 1,974,050. MT (+/- 180 meters Scaled) LU0223 LU0223 SUPERSEDED SURVEY CONTROL LU0223 LU0223.No superseded survey control is available for this station. LU0223 LU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK591554(NAD 83) LU0223_MARKER: DB = BENCH MARK DISK LU0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0223_STAMPING: J 378 RESET 1958 LU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0223+STABILITY: SURFACE MOTION LU0223 LU0223 HISTORY - Date Condition Report By LU0223 HISTORY - 1958 MONUMENTED SPRR LU0223 HISTORY - 1958 GOOD NGS LU0223 HISTORY - 19880622 MARK NOT FOUND NGS LU0223 LU0223 STATION DESCRIPTION LU0223 LU0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 LU0223'3.8 MI S FROM HOOKER. LU0223'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD LU0223'FROM THE STATION AT HOOKER, 5 FEET NORTH OF MP 230 IN LINE WITH LU0223'WESTERN UNION POLE LINE, ABOUT 37 FEET FROM CENTER LINE OF THE LU0223'TRACK, 30 FEET SOUTH OF CULVERT NO. 299.28, 0.3 FEET LOWER THAN LU0223'THE TOP OF RAIL, AND SET IN THE TOP OF A CONCRETE POST, 10 INCHES LU0223'ABOVE THE LEVEL OF THE GROUND. LU0223 LU0223 STATION RECOVERY (1988) LU0223 LU0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0223'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0349 *********************************************************************** LT0349 DESIGNATION - L 138 RESET 1966 LT0349 PID - LT0349 LT0349 STATE/COUNTY- CA/TEHAMA LT0349 USGS QUAD - MINERAL (1995) LT0349 LT0349 *CURRENT SURVEY CONTROL LT0349 ___________________________________________________________________ LT0349* NAD 83(1986)- 40 21 43. (N) 121 30 14. (W) SCALED LT0349* NAVD 88 - 1473.02 (meters) 4832.7 (feet) RESET LT0349 ___________________________________________________________________ LT0349 GEOID HEIGHT- -23.83 (meters) GEOID99 LT0349 LT0349 VERT ORDER - THIRD LT0349 LT0349.The horizontal coordinates were scaled from a topographic map and have LT0349.an estimated accuracy of +/- 6 seconds. LT0349 LT0349.The orthometric height was computed from unverified reset data. LT0349 LT0349.The geoid height was determined by GEOID99. LT0349 LT0349; North East Units Estimated Accuracy LT0349;SPC CA 1 - 614,330. 2,042,140. MT (+/- 180 meters Scaled) LT0349 LT0349 SUPERSEDED SURVEY CONTROL LT0349 LT0349 NGVD 29 - 1471.99 (m) 4829.4 (f) RESET 3 LT0349 LT0349.Superseded values are not recommended for survey control. LT0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0349.See file dsdata.txt to determine how the superseded data were derived. LT0349 LT0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK270690(NAD 83) LT0349_MARKER: DD = SURVEY DISK LT0349_SETTING: 30 = RAILING LT0349_STAMPING: L 138 RESET 1966 LT0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LT0349 LT0349 HISTORY - Date Condition Report By LT0349 HISTORY - 1966 MONUMENTED CADH LT0349 HISTORY - 1972 GOOD NGS LT0349 HISTORY - 19990811 GOOD USPSQD LT0349 LT0349 STATION DESCRIPTION LT0349 LT0349'DESCRIBED BY CA DIV OF HIGHWAYS 1966 LT0349'9.4 MI E FROM MINERAL. LT0349'ABOUT 9.4 MILES EAST ALONG STATE HIGHWAY 36 FROM MINERAL, AT A LT0349'BRIDGE OVER MILL CREEK, SET IN THE NORTHWEST BARRIER RAILING POST. LT0349 LT0349 STATION RECOVERY (1972) LT0349 LT0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 LT0349'RECOVERED IN GOOD CONDITION. LT0349 LT0349 STATION RECOVERY (1999) LT0349 LT0349'RECOVERY NOTE BY US POWER SQUADRON 1999 LT0349'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2335 *********************************************************************** LU2335 DESIGNATION - N 137 RESET LU2335 PID - LU2335 LU2335 STATE/COUNTY- CA/TEHAMA LU2335 USGS QUAD - DALES (1976) LU2335 LU2335 *CURRENT SURVEY CONTROL LU2335 ___________________________________________________________________ LU2335* NAD 83(1986)- 40 18 39. (N) 122 01 01. (W) SCALED LU2335* NAVD 88 - 283.23 (meters) 929.2 (feet) RESET LU2335 ___________________________________________________________________ LU2335 GEOID HEIGHT- -26.98 (meters) GEOID99 LU2335 LU2335 VERT ORDER - THIRD LU2335 LU2335.The horizontal coordinates were scaled from a topographic map and have LU2335.an estimated accuracy of +/- 6 seconds. LU2335 LU2335.The orthometric height was computed from unverified reset data. LU2335.No vertical observational check was made to the station. LU2335 LU2335.The geoid height was determined by GEOID99. LU2335 LU2335; North East Units Estimated Accuracy LU2335;SPC CA 1 - 608,540. 1,998,560. MT (+/- 180 meters Scaled) LU2335 LU2335 SUPERSEDED SURVEY CONTROL LU2335 LU2335 NGVD 29 - 282.46 (m) 926.7 (f) RESET 3 LU2335 LU2335.Superseded values are not recommended for survey control. LU2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2335.See file dsdata.txt to determine how the superseded data were derived. LU2335 LU2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK835627(NAD 83) LU2335_MARKER: DV = VERTICAL CONTROL DISK LU2335_SETTING: 66 = SET IN ROCK OUTCROP LU2335_STAMPING: N 137 RESET 1984 LU2335_MARK LOGO: NGS LU2335_MAGNETIC: N = NO MAGNETIC MATERIAL LU2335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LU2335+STABILITY: POSITION/ELEVATION WELL LU2335 LU2335 HISTORY - Date Condition Report By LU2335 HISTORY - 1985 MONUMENTED CADT LU2335 LU2335 STATION DESCRIPTION LU2335 LU2335'DESCRIBED BY CALTRANS 1985 LU2335'5.4 MILES (8.7 KM) WEST ALONG STATE HIGHWAY 36 FROM PAYNES CREEK POST LU2335'OFFICE, 40 FEET (12.2 M) LEFT (NORTH) OF THE CENTERLINE OF HIGHWAY, LU2335'IN A LAVA ROCK OUTCROP. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0264 *********************************************************************** LT0264 DESIGNATION - P 138 RESET 1971 LT0264 PID - LT0264 LT0264 STATE/COUNTY- CA/TEHAMA LT0264 USGS QUAD - CHILDS MEADOWS (1995) LT0264 LT0264 *CURRENT SURVEY CONTROL LT0264 ___________________________________________________________________ LT0264* NAD 83(1992)- 40 18 27.15392(N) 121 25 36.63663(W) ADJUSTED LT0264* NAVD 88 - 1433.26 (meters) 4702.3 (feet) RESET LT0264 ___________________________________________________________________ LT0264 EPOCH DATE - 1991.35 LT0264 LAPLACE CORR- 4.59 (seconds) DEFLEC99 LT0264 GEOID HEIGHT- -23.82 (meters) GEOID99 LT0264 LT0264 HORZ ORDER - FIRST LT0264 VERT ORDER - THIRD LT0264 LT0264.The horizontal coordinates were established by GPS observations LT0264.and adjusted by the National Geodetic Survey in March 1994. LT0264.The horizontal coordinates are valid at the epoch date displayed above. LT0264.The epoch date for horizontal control is a decimal equivalence LT0264.of Year/Month/Day. LT0264 LT0264.The orthometric height was computed from unverified reset data. LT0264 LT0264.The Laplace correction was computed from DEFLEC99 derived deflections. LT0264 LT0264.The geoid height was determined by GEOID99. LT0264 LT0264; North East Units Scale Converg. LT0264;SPC CA 1 - 608,333.666 2,048,720.333 MT 0.99993675 +0 22 29.2 LT0264;SPC CA 1 - 1,995,841.37 6,721,509.96 sFT 0.99993675 +0 22 29.2 LT0264;UTM 10 - 4,463,079.730 633,682.570 MT 0.99981999 +1 01 04.1 LT0264 LT0264 SUPERSEDED SURVEY CONTROL LT0264 LT0264 NAD 83(1986)- 40 18 27.15350(N) 121 25 36.63648(W) AD(1984.00) 1 LT0264 NGVD 29 - 1432.23 (m) 4698.9 (f) RESET 3 LT0264 LT0264.Superseded values are not recommended for survey control. LT0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0264.See file dsdata.txt to determine how the superseded data were derived. LT0264 LT0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK3368363080(NAD 83) LT0264_MARKER: DB = BENCH MARK DISK LT0264_SETTING: 36 = BRIDGE LT0264_STAMPING: P 138 RESET 1971 LT0264_MARK LOGO: CADH LT0264_MAGNETIC: N = NO MAGNETIC MATERIAL LT0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LT0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LT0264+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989 LT0264 LT0264 HISTORY - Date Condition Report By LT0264 HISTORY - 1971 MONUMENTED CADH LT0264 HISTORY - 19890822 GOOD SUNRIS LT0264 HISTORY - 19990813 GOOD USPSQD LT0264 LT0264 STATION DESCRIPTION LT0264 LT0264'DESCRIBED BY CA DIV OF HIGHWAYS 1971 LT0264'15.2 MI SW FROM CHESTER. LT0264'15.2 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM CHESTER, AT LT0264'BRIDGE 8-61 OVER GUERNSEY CREEK AND SET IN THE TOP OF THE LT0264'SOUTHEAST WINGWALL. LT0264 LT0264 STATION RECOVERY (1989) LT0264 LT0264'RECOVERY NOTE BY SUNRISE GEODETIC 1989 LT0264'THE STATION IS LOCATED 15.2 MILES WEST OF CHESTER CALIFORNIA ON STATE LT0264'HWY RT 36 AT BRIDGE NO. 8-61 OVER GUERNSEY CREEK. STATION IS A 3.5 LT0264'INCH DIAMETER BRASS CAP DRILLED AND EPOXIED INTO THE TOP OF THE LT0264'SOUTHEAST WINGWALL. LT0264 LT0264 STATION RECOVERY (1999) LT0264 LT0264'RECOVERY NOTE BY US POWER SQUADRON 1999 LT0264'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0831 *********************************************************************** LT0831 DESIGNATION - R 137 RESET LT0831 PID - LT0831 LT0831 STATE/COUNTY- CA/TEHAMA LT0831 USGS QUAD - INSKIP HILL (1995) LT0831 LT0831 *CURRENT SURVEY CONTROL LT0831 ___________________________________________________________________ LT0831* NAD 83(1986)- 40 19 31. (N) 121 56 58. (W) SCALED LT0831* NAVD 88 - 523.47 (meters) 1717.4 (feet) RESET LT0831 ___________________________________________________________________ LT0831 GEOID HEIGHT- -26.48 (meters) GEOID99 LT0831 LT0831 VERT ORDER - THIRD LT0831 LT0831.The horizontal coordinates were scaled from a topographic map and have LT0831.an estimated accuracy of +/- 6 seconds. LT0831 LT0831.The orthometric height was computed from unverified reset data. LT0831.No vertical observational check was made to the station. LT0831 LT0831.The geoid height was determined by GEOID99. LT0831 LT0831; North East Units Estimated Accuracy LT0831;SPC CA 1 - 610,150. 2,004,300. MT (+/- 180 meters Scaled) LT0831 LT0831 SUPERSEDED SURVEY CONTROL LT0831 LT0831 NGVD 29 - 522.68 (m) 1714.8 (f) RESET 3 LT0831 LT0831.Superseded values are not recommended for survey control. LT0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0831.See file dsdata.txt to determine how the superseded data were derived. LT0831 LT0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK892643(NAD 83) LT0831_MARKER: DV = VERTICAL CONTROL DISK LT0831_SETTING: 66 = SET IN ROCK OUTCROP LT0831_STAMPING: R 137 RESET 1984 LT0831_MARK LOGO: NGS LT0831_MAGNETIC: N = NO MAGNETIC MATERIAL LT0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LT0831+STABILITY: POSITION/ELEVATION WELL LT0831 LT0831 HISTORY - Date Condition Report By LT0831 HISTORY - 1985 MONUMENTED CADT LT0831 LT0831 STATION DESCRIPTION LT0831 LT0831'DESCRIBED BY CALTRANS 1985 LT0831'1.5 MILES (2.4 KM) WEST ALONG STATE HIGHWAY 36 FROM PAYNES CREEK POST LT0831'OFFICE, NEAR THE TOP OF A LONG GRADE (KNOWN AS INSKIP GRADE), 53 FEET LT0831'(16.2 M) LEFT (NORTH) OF THE CENTERLINE OF HIGHWAY IN A LAVA ROCK LT0831'OUTCROP. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU0212 *********************************************************************** LU0212 DESIGNATION - U 15 RESET LU0212 PID - LU0212 LU0212 STATE/COUNTY- CA/TEHAMA LU0212 USGS QUAD - COTTONWOOD (1965) LU0212 LU0212 *CURRENT SURVEY CONTROL LU0212 ___________________________________________________________________ LU0212* NAD 83(1986)- 40 22 34. (N) 122 17 10. (W) SCALED LU0212* NAVD 88 - 128.16 (meters) 420.5 (feet) RESET LU0212 ___________________________________________________________________ LU0212 GEOID HEIGHT- -28.15 (meters) GEOID99 LU0212 LU0212 VERT ORDER - THIRD LU0212 LU0212.The horizontal coordinates were scaled from a topographic map and have LU0212.an estimated accuracy of +/- 6 seconds. LU0212 LU0212.The orthometric height was computed from unverified reset data. LU0212 LU0212.The geoid height was determined by GEOID99. LU0212 LU0212; North East Units Estimated Accuracy LU0212;SPC CA 1 - 615,830. 1,975,700. MT (+/- 180 meters Scaled) LU0212 LU0212 SUPERSEDED SURVEY CONTROL LU0212 LU0212.No superseded survey control is available for this station. LU0212 LU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK606697(NAD 83) LU0212_MARKER: DD = SURVEY DISK LU0212_SETTING: 36 = BRIDGE LU0212_STAMPING: U 15 RESET 1962 LU0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0212 LU0212 HISTORY - Date Condition Report By LU0212 HISTORY - 1962 MONUMENTED CADH LU0212 HISTORY - 19880622 MARK NOT FOUND NGS LU0212 LU0212 STATION DESCRIPTION LU0212 LU0212'DESCRIBED BY CA DIV OF HIGHWAYS 1962 LU0212'0.5 MI SW FROM COTTONWOOD. LU0212'0.5 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD LU0212'FROM THE STATION IN COTTONWOOD, AT RAILROAD MILEAGE 239.88, LU0212'AT THE RAILROAD BRIDGE OVER COTTONWOOD CREEK, AND SET IN THE TOP LU0212'OF THE EAST CONCRETE WINGWALL OF THE SOUTH BRIDGE ABUTMENT, 9.0 LU0212'FEET EAST OF THE CENTERLINE OF THE TRACKS AND 0.5 FEET HIGHER LU0212'THAN THE TRACKS. LU0212 LU0212 STATION RECOVERY (1988) LU0212 LU0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU0212'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0323 *********************************************************************** LT0323 DESIGNATION - V 137 RESET 1961 LT0323 PID - LT0323 LT0323 STATE/COUNTY- CA/TEHAMA LT0323 USGS QUAD - FINLEY BUTTE (1995) LT0323 LT0323 *CURRENT SURVEY CONTROL LT0323 ___________________________________________________________________ LT0323* NAD 83(1986)- 40 20 51. (N) 121 50 57. (W) SCALED LT0323* NAVD 88 - 711.39 (meters) 2334.0 (feet) RESET LT0323 ___________________________________________________________________ LT0323 GEOID HEIGHT- -25.70 (meters) GEOID99 LT0323 LT0323 VERT ORDER - THIRD LT0323 LT0323.The horizontal coordinates were scaled from a topographic map and have LT0323.an estimated accuracy of +/- 6 seconds. LT0323 LT0323.The orthometric height was computed from unverified reset data. LT0323 LT0323.The geoid height was determined by GEOID99. LT0323 LT0323; North East Units Estimated Accuracy LT0323;SPC CA 1 - 612,620. 2,012,810. MT (+/- 180 meters Scaled) LT0323 LT0323 SUPERSEDED SURVEY CONTROL LT0323 LT0323 NGVD 29 - 710.57 (m) 2331.3 (f) RESET 3 LT0323 LT0323.Superseded values are not recommended for survey control. LT0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0323.See file dsdata.txt to determine how the superseded data were derived. LT0323 LT0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK977669(NAD 83) LT0323_MARKER: DB = BENCH MARK DISK LT0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LT0323_STAMPING: V 137 RESET 1961 LT0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0323+STABILITY: SURFACE MOTION LT0323 LT0323 HISTORY - Date Condition Report By LT0323 HISTORY - 1961 MONUMENTED CGS LT0323 HISTORY - 1982 MARK NOT FOUND USGS LT0323 LT0323 STATION DESCRIPTION LT0323 LT0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LT0323'4.1 MI E FROM PAYNES CREEK. LT0323'THIS MARK IS LOCATED 4.1 MILES EAST ALONG STATE HIGHWAY NO. 36 LT0323'FROM PAYNES CREEK POST OFFICE. (THIS POST OFFICE HAS BEEN LT0323'MOVED SINCE ORIGINAL DESCRIPTION WAS WRITTEN.) 136 FEET RIGHT LT0323'OF NEW HIGHWAY CENTERLINE AT STATION 1195+02, BETWEEN NEW LT0323'HIHWAY AND OLD HIGHWAY AND 35 FEET NORTH OF A FENCE, AND SET LT0323'IN TOP OF A CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND. LT0323 LT0323 STATION RECOVERY (1982) LT0323 LT0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 LT0323'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 KT0019 *********************************************************************** KT0019 DESIGNATION - VINA RM 3 KT0019 PID - KT0019 KT0019 STATE/COUNTY- CA/TEHAMA KT0019 USGS QUAD - VINA (1976) KT0019 KT0019 *CURRENT SURVEY CONTROL KT0019 ___________________________________________________________________ KT0019* NAD 83(1986)- 39 55 42. (N) 122 01 37. (W) SCALED KT0019* NAVD 88 - 79.32 (meters) 260.2 (feet) RESET KT0019 ___________________________________________________________________ KT0019 GEOID HEIGHT- -27.83 (meters) GEOID99 KT0019 KT0019 VERT ORDER - THIRD KT0019 KT0019.The horizontal coordinates were scaled from a topographic map and have KT0019.an estimated accuracy of +/- 6 seconds. KT0019 KT0019.The orthometric height was computed from unverified reset data. KT0019.No vertical observational check was made to the station. KT0019 KT0019.The geoid height was determined by GEOID99. KT0019 KT0019; North East Units Estimated Accuracy KT0019;SPC CA 1 - 566,070. 1,997,700. MT (+/- 180 meters Scaled) KT0019 KT0019 SUPERSEDED SURVEY CONTROL KT0019 KT0019 NGVD 29 - 78.58 (m) 257.8 (f) RESET 3 KT0019 KT0019.Superseded values are not recommended for survey control. KT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KT0019.See file dsdata.txt to determine how the superseded data were derived. KT0019 KT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK831202(NAD 83) KT0019_MARKER: DR = REFERENCE MARK DISK KT0019_SETTING: 31 = DRIVEWAY KT0019_STAMPING: VINA NO 3 1939 KT0019_MARK LOGO: CGS KT0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KT0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KT0019+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988 KT0019 KT0019 HISTORY - Date Condition Report By KT0019 HISTORY - 1963 MONUMENTED CGS KT0019 HISTORY - 1963 GOOD NGS KT0019 HISTORY - 19880713 GOOD NGS KT0019 KT0019 STATION DESCRIPTION KT0019 KT0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 KT0019'2 MI SE FROM VINA. KT0019'0.7 MILE NORTHEAST ALONG THE MAIN ROAD FROM THE SOUTHERN KT0019'PACIFIC COMPANY RAILROAD STATION AT VINA, THENCE 1.2 MILES KT0019'SOUTHEAST ALONG U.S. HIGHWAY 99E, THENCE 0.05 MILE NORTHEAST KT0019'ALONG A GRAVELED ROAD, AT THE VINA FOREST FIRE STATION OF KT0019'THE CALIFORNIA DEPARTMENT OF CONSERVATION, 70.1 FEET NORTH OF KT0019'TRIANGULATION STATION VINA, 24.4 FEET NORTHWEST OF THE SOUTH KT0019'CORNER OF THE MAIN BUILDING OF THE FIRE STATION, CEMENTED IN A KT0019'DRILL HOLE IN THE TOP OF THE CONCRETE SLAB DRIVEWAY IN FRONT KT0019'OF THE GARAGE OF THE MAIN BUILDING, 1.1 FEET SOUTH OF THE NORTH KT0019'CORNER OF THE SLAB, AND 0.5 FOOT ABOVE THE GROUND. KT0019 KT0019 STATION RECOVERY (1988) KT0019 KT0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KT0019'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 0.1 KM KT0019'(0.05 MI) NORTHEASTERLY ALONG SYCAMORE AVENUE FROM THE JUNCTION OF THE KT0019'SOUTHERN PACIFIC RAILROAD IN LOS MOLINOS, THENCE 12.6 KM (7.85 MI) KT0019'SOUTHEASTERLY ALONG STATE HIGHWAY 99, THENCE 0.1 KM (0.05 MI) KT0019'NORTHEAST ALONG A PAVED ROAD. NOTE--THE MARK IS NOW FLUSH WITH THE KT0019'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LT0328 *********************************************************************** LT0328 DESIGNATION - Y 137 RESET 1972 LT0328 PID - LT0328 LT0328 STATE/COUNTY- CA/TEHAMA LT0328 USGS QUAD - FINLEY BUTTE (1995) LT0328 LT0328 *CURRENT SURVEY CONTROL LT0328 ___________________________________________________________________ LT0328* NAD 83(1986)- 40 21 22. (N) 121 47 37. (W) SCALED LT0328* NAVD 88 - 949.40 (meters) 3114.8 (feet) RESET LT0328 ___________________________________________________________________ LT0328 GEOID HEIGHT- -25.28 (meters) GEOID99 LT0328 LT0328 VERT ORDER - THIRD LT0328 LT0328.The horizontal coordinates were scaled from a topographic map and have LT0328.an estimated accuracy of +/- 6 seconds. LT0328 LT0328.The orthometric height was computed from unverified reset data. LT0328 LT0328.The geoid height was determined by GEOID99. LT0328 LT0328; North East Units Estimated Accuracy LT0328;SPC CA 1 - 613,590. 2,017,530. MT (+/- 180 meters Scaled) LT0328 LT0328 SUPERSEDED SURVEY CONTROL LT0328 LT0328 NGVD 29 - 948.54 (m) 3112.0 (f) RESET 3 LT0328 LT0328.Superseded values are not recommended for survey control. LT0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LT0328.See file dsdata.txt to determine how the superseded data were derived. LT0328 LT0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK024679(NAD 83) LT0328_MARKER: DD = SURVEY DISK LT0328_SETTING: 80 = SET IN A BOULDER LT0328_STAMPING: Y 137 RESET 1972 LT0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LT0328+STABILITY: SURFACE MOTION LT0328 LT0328 HISTORY - Date Condition Report By LT0328 HISTORY - 1972 MONUMENTED CADH LT0328 HISTORY - 1982 MARK NOT FOUND USGS LT0328 LT0328 STATION DESCRIPTION LT0328 LT0328'DESCRIBED BY CA DIV OF HIGHWAYS 1972 LT0328'8 MI E FROM PAYNES CREEK. LT0328'EIGHT MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT LT0328'PAYNES CREEK, 400 FEET EAST OF A PUBLIC ROAD CONNECTION, 165 LT0328'FEET SOUTH OF NEW HIGHWAY 36, 20 FEET SOUTH OF HIGHWAY RIGHT-OF-WAY LT0328'FENCE, IN THE MIDDLE OF A 30 FEET STOCK TRAIL AND SET IN THE LT0328'TOP OF A 2.5 FOOT BY 2 FOOT BOULDER PROTRUDING 12 INCHES ABOVE LT0328'THE GROUND. LT0328 LT0328 STATION RECOVERY (1982) LT0328 LT0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 LT0328'MARK NOT FOUND.