1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU0299 *********************************************************************** LU0299 DESIGNATION - B 5 USGS LU0299 PID - LU0299 LU0299 STATE/COUNTY- CA/TEHAMA LU0299 USGS QUAD - BLOSSOM (1969) LU0299 LU0299 *CURRENT SURVEY CONTROL LU0299 ___________________________________________________________________ LU0299* NAD 83(1986)- 40 14 32. (N) 122 27 44. (W) SCALED LU0299* NAVD 88 - 268.42 (+/-2cm) 880.6 (feet) VERTCON LU0299 ___________________________________________________________________ LU0299 GEOID HEIGHT- -28.88 (meters) GEOID03 LU0299 LU0299 VERT ORDER - SECOND CLASS 0 (See Below) LU0299 LU0299.The horizontal coordinates were scaled from a topographic map and have LU0299.an estimated accuracy of +/- 6 seconds. LU0299 LU0299.The NAVD 88 height was computed by applying the VERTCON shift value to LU0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0299.The vertical order pertains to the NGVD 29 superseded value. LU0299 LU0299.The geoid height was determined by GEOID03. LU0299 LU0299; North East Units Estimated Accuracy LU0299;SPC CA 1 - 601,030. 1,960,670. MT (+/- 180 meters Scaled) LU0299 LU0299 SUPERSEDED SURVEY CONTROL LU0299 LU0299 NGVD 29 (??/??/92) 267.612 (m) 877.99 (f) ADJ UNCH 2 0 LU0299 LU0299.Superseded values are not recommended for survey control. LU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0299.See file dsdata.txt to determine how the superseded data were derived. LU0299 LU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK457547(NAD 83) LU0299_MARKER: DB = BENCH MARK DISK LU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0299_STAMPING: B 5 1929 LU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0299+STABILITY: SURFACE MOTION LU0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU0299+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003 LU0299 LU0299 HISTORY - Date Condition Report By LU0299 HISTORY - 1929 MONUMENTED USGS LU0299 HISTORY - 1948 GOOD NGS LU0299 HISTORY - 20031203 GOOD CADT LU0299 LU0299 STATION DESCRIPTION LU0299 LU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 LU0299'3.7 MI SE FROM BAKER FIRE CAMP. LU0299'3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE LU0299'CAMP OF THE CALIFORNIA DIVISION OF FORESTRY, IN LINE WITH THE LU0299'PROLONGATION OF THE CENTER LINE OF A DIRT ROAD LEADING NORTHEAST LU0299'TO A RANCHHOUSE, 63 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM LU0299'A LARGE WOODEN GATE ACROSS THE ROAD, 29 FEET SOUTHWEST OF THE LU0299'CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTH OF A WITNESS POST, AND LU0299'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE LU0299'THE GROUND. NOTE-- THIS MARK IS NOT SET IN A DRILL HOLE AS LU0299'STATED IN LITHOGRAPHED LIST. LU0299 LU0299 STATION RECOVERY (2003) LU0299 LU0299'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU0299'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU0330 *********************************************************************** LU0330 DESIGNATION - K 185 RESET 1959 LU0330 PID - LU0330 LU0330 STATE/COUNTY- CA/TEHAMA LU0330 USGS QUAD - RED BLUFF WEST (1969) LU0330 LU0330 *CURRENT SURVEY CONTROL LU0330 ___________________________________________________________________ LU0330* NAD 83(1986)- 40 12 41. (N) 122 16 17. (W) SCALED LU0330* NAVD 88 - 101.95 (+/-2cm) 334.5 (feet) VERTCON LU0330 ___________________________________________________________________ LU0330 GEOID HEIGHT- -28.50 (meters) GEOID03 LU0330 LU0330 VERT ORDER - THIRD (See Below) LU0330 LU0330.The horizontal coordinates were scaled from a topographic map and have LU0330.an estimated accuracy of +/- 6 seconds. LU0330 LU0330.The NAVD 88 height was computed by applying the VERTCON shift value to LU0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0330.The vertical order pertains to the NGVD 29 superseded value. LU0330 LU0330.The geoid height was determined by GEOID03. LU0330 LU0330; North East Units Estimated Accuracy LU0330;SPC CA 1 - 597,530. 1,976,900. MT (+/- 180 meters Scaled) LU0330 LU0330 SUPERSEDED SURVEY CONTROL LU0330 LU0330 NGVD 29 (??/??/??) 101.20 (m) 332.0 (f) RESET 3 LU0330 LU0330.Superseded values are not recommended for survey control. LU0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0330.See file dsdata.txt to determine how the superseded data were derived. LU0330 LU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK620514(NAD 83) LU0330_MARKER: DD = SURVEY DISK LU0330_SETTING: 36 = BRIDGE LU0330_STAMPING: K 185 RESET 1959 LU0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LU0330+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003 LU0330 LU0330 HISTORY - Date Condition Report By LU0330 HISTORY - 1959 MONUMENTED CADH LU0330 HISTORY - 20031203 GOOD CADT LU0330 LU0330 STATION DESCRIPTION LU0330 LU0330'DESCRIBED BY CA DIV OF HIGHWAYS 1959 LU0330'3.3 MI N FROM RED BLUFF. LU0330'THE MARK IS LOCATED 1.3 MILES NORTH ALONG THE SOUTHERN PACIFIC LU0330'CO. RAILROAD FROM THE STATION AT RED BLUFF, THENCE 2.0 MILES LU0330'NORTHWEST ALONG STATE HIGHWAY 36 TO THE INTERSECTION WITH LU0330'MC COY ROAD, SET IN THE SOUTHWEST WINGWALL AT ITS JUNCTION LU0330'WITH THE ABUTMENT ON THE BRIDGE OVER THE SOUTH FORK OF DIBBLE LU0330'CREEK ON MC COY ROAD. LU0330 LU0330 STATION RECOVERY (2003) LU0330 LU0330'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU0330'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU0301 *********************************************************************** LU0301 DESIGNATION - R 185 LU0301 PID - LU0301 LU0301 STATE/COUNTY- CA/TEHAMA LU0301 USGS QUAD - BLOSSOM (1969) LU0301 LU0301 *CURRENT SURVEY CONTROL LU0301 ___________________________________________________________________ LU0301* NAD 83(1986)- 40 14 17. (N) 122 27 41. (W) SCALED LU0301* NAVD 88 - 268.82 (+/-2cm) 882.0 (feet) VERTCON LU0301 ___________________________________________________________________ LU0301 GEOID HEIGHT- -28.89 (meters) GEOID03 LU0301 LU0301 VERT ORDER - SECOND CLASS 0 (See Below) LU0301 LU0301.The horizontal coordinates were scaled from a topographic map and have LU0301.an estimated accuracy of +/- 6 seconds. LU0301 LU0301.The NAVD 88 height was computed by applying the VERTCON shift value to LU0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU0301.The vertical order pertains to the NGVD 29 superseded value. LU0301 LU0301.The geoid height was determined by GEOID03. LU0301 LU0301; North East Units Estimated Accuracy LU0301;SPC CA 1 - 600,560. 1,960,740. MT (+/- 180 meters Scaled) LU0301 LU0301 SUPERSEDED SURVEY CONTROL LU0301 LU0301 NGVD 29 (??/??/92) 268.020 (m) 879.33 (f) ADJ UNCH 2 0 LU0301 LU0301.Superseded values are not recommended for survey control. LU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU0301.See file dsdata.txt to determine how the superseded data were derived. LU0301 LU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK458543(NAD 83) LU0301_MARKER: DB = BENCH MARK DISK LU0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LU0301_STAMPING: R 185 1935 LU0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU0301+STABILITY: SURFACE MOTION LU0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU0301+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003 LU0301 LU0301 HISTORY - Date Condition Report By LU0301 HISTORY - 1935 MONUMENTED CGS LU0301 HISTORY - 1948 GOOD NGS LU0301 HISTORY - 20031203 GOOD CADT LU0301 LU0301 STATION DESCRIPTION LU0301 LU0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 LU0301'4 MI SE FROM BAKER FIRE CAMP. LU0301'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE BAKER FIRE LU0301'CAMP OF THE CALIFORNIA DIVISION OF FORESTRY, ON THE OUTSIDE OF LU0301'A LONG CURVE, 17 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE LU0301'HIGHWAY, 6 FEET NORTHEAST OF A TELEPHONE LINE, 1.8 FEET NORTHEAST LU0301'OF A WIRE FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST, AND SET LU0301'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE LU0301'GROUND. LU0301 LU0301 STATION RECOVERY (2003) LU0301 LU0301'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU0301'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 1, 2004 LU2269 *********************************************************************** LU2269 DESIGNATION - T 1426 LU2269 PID - LU2269 LU2269 STATE/COUNTY- CA/TEHAMA LU2269 USGS QUAD - HOOKER (1965) LU2269 LU2269 *CURRENT SURVEY CONTROL LU2269 ___________________________________________________________________ LU2269* NAD 83(1986)- 40 16 42. (N) 122 16 21. (W) SCALED LU2269* NAVD 88 - 175.804 (meters) 576.78 (feet) ADJUSTED LU2269 ___________________________________________________________________ LU2269 GEOID HEIGHT- -28.37 (meters) GEOID03 LU2269 DYNAMIC HT - 175.706 (meters) 576.46 (feet) COMP LU2269 MODELED GRAV- 980,068.7 (mgal) NAVD 88 LU2269 LU2269 VERT ORDER - FIRST CLASS II LU2269 LU2269.The horizontal coordinates were scaled from a topographic map and have LU2269.an estimated accuracy of +/- 6 seconds. LU2269 LU2269.The orthometric height was determined by differential leveling LU2269.and adjusted by the National Geodetic Survey in June 1991. LU2269 LU2269.The geoid height was determined by GEOID03. LU2269 LU2269.The dynamic height is computed by dividing the NAVD 88 LU2269.geopotential number by the normal gravity value computed on the LU2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU2269.degrees latitude (g = 980.6199 gals.). LU2269 LU2269.The modeled gravity was interpolated from observed gravity values. LU2269 LU2269; North East Units Estimated Accuracy LU2269;SPC CA 1 - 604,970. 1,976,830. MT (+/- 180 meters Scaled) LU2269 LU2269 SUPERSEDED SURVEY CONTROL LU2269 LU2269.No superseded survey control is available for this station. LU2269 LU2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK618589(NAD 83) LU2269_MARKER: I = METAL ROD LU2269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LU2269_STAMPING: T 1426 1988 LU2269_MARK LOGO: NGS LU2269_PROJECTION: FLUSH LU2269_MAGNETIC: I = MARKER IS A STEEL ROD LU2269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU2269+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003 LU2269_ROD/PIPE-DEPTH: 4.3 meters LU2269 LU2269 HISTORY - Date Condition Report By LU2269 HISTORY - 1988 MONUMENTED NGS LU2269 HISTORY - 20031203 GOOD CADT LU2269 LU2269 STATION DESCRIPTION LU2269 LU2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 LU2269'0.6 KM (0.35 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD LU2269'FROM THE JUNCTION OF PINE STREET IN COTTONWOOD, THENCE 11.2 KM LU2269'(6.95 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 5, OR 0.4 KM (0.25 MI) LU2269'NORTHEASTERLY ALONG OAK STREET FROM THE JUNCTION OF THE SOUTHERN LU2269'PACIFIC RAILROAD IN RED BLUFF, THENCE 3.2 M (10.5 FT) NORTHERLY ALONG LU2269'INTERSTATE HIGHWAY 5 BUSINESS, THENCE 8.8 KM (5.45 MI) NORTHERLY ALONG LU2269'INTERSTATE HIGHWAY 5, 1.7 KM (1.05 MI) SOUTH OF THE HOOKER CREEK ROAD LU2269'OVERPASS, AT THE SOUTH END OF A HIGHWAY CUT, 33.6 M (110.2 FT) WEST OF LU2269'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) LU2269'EAST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE HIGHWAY. LU2269'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. LU2269 LU2269 STATION RECOVERY (2003) LU2269 LU2269'RECOVERY NOTE BY CALTRANS 2003 (JRL) LU2269'RECOVERED IN GOOD CONDITION.