1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0427 *********************************************************************** MW0427 DESIGNATION - 57 M RESET 1973 MW0427 PID - MW0427 MW0427 STATE/COUNTY- CA/SISKIYOU MW0427 USGS QUAD - HAMBONE (1990) MW0427 MW0427 *CURRENT SURVEY CONTROL MW0427 ___________________________________________________________________ MW0427* NAD 83(1986)- 41 19 57. (N) 121 40 54. (W) SCALED MW0427* NAVD 88 - 1320.30 (meters) 4331.7 (feet) RESET MW0427 ___________________________________________________________________ MW0427 GEOID HEIGHT- -23.58 (meters) GEOID99 MW0427 MW0427 VERT ORDER - THIRD MW0427 MW0427.The horizontal coordinates were scaled from a topographic map and have MW0427.an estimated accuracy of +/- 6 seconds. MW0427 MW0427.The orthometric height was computed from unverified reset data. MW0427 MW0427.The geoid height was determined by GEOID99. MW0427 MW0427; North East Units Estimated Accuracy MW0427;SPC CA 1 - 722,030. 2,026,650. MT (+/- 180 meters Scaled) MW0427 MW0427 SUPERSEDED SURVEY CONTROL MW0427 MW0427 NGVD 29 - 1319.23 (m) 4328.2 (f) RESET 3 MW0427 MW0427.Superseded values are not recommended for survey control. MW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0427.See file dsdata.txt to determine how the superseded data were derived. MW0427 MW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFL103765(NAD 83) MW0427_MARKER: DD = SURVEY DISK MW0427_SETTING: 66 = SET IN ROCK OUTCROP MW0427_STAMPING: 57 M RESET 1973 MW0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MW0427+STABILITY: POSITION/ELEVATION WELL MW0427 MW0427 HISTORY - Date Condition Report By MW0427 HISTORY - 1973 MONUMENTED USGS MW0427 HISTORY - 1973 GOOD NGS MW0427 HISTORY - 19860502 GOOD USPSQD MW0427 MW0427 STATION DESCRIPTION MW0427 MW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 MW0427'0.9 MI E FROM HAMBONE. MW0427'0.9 MILE EAST ALONG MAYFIELD ROAD FROM THE CROSSING OF THE GREAT MW0427'NORTHERN RAILROAD AT HAMBONE, AT THE T-JUNCTION OF A ROAD LEADING MW0427'NORTH TO HAMBONE WELL, NEAR THE WESTERN BASE OF A SMALL HILL, 175 MW0427'FEET NORTH OF THE CENTER OF THE JUNCTION OF THE ROADS, 85 FEET MW0427'NORTHEAST OF THE CENTER LINE OF MAYFIELD ROAD, 50 FEET WEST OF MW0427'THE CENTER LINE OF THE ROAD LEADING NORTH, 3.9 FEET NORTH OF A MW0427'METAL WITNESS POST, ABOUT THE SAME ELEVATION AS MAYFIELD ROAD, AND MW0427'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 4-FOOT UPENDED LEDGE MW0427'OF LAVA ROCK PROJECTING 0.4 FOOT ABOVE THE GROUND. MW0427 MW0427 STATION RECOVERY (1986) MW0427 MW0427'RECOVERY NOTE BY US POWER SQUADRON 1986 (TRB) MW0427'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1330 *********************************************************************** MX1330 DESIGNATION - A 495 RESET MX1330 PID - MX1330 MX1330 STATE/COUNTY- CA/SISKIYOU MX1330 USGS QUAD - JUNIPER FLAT (1984) MX1330 MX1330 *CURRENT SURVEY CONTROL MX1330 ___________________________________________________________________ MX1330* NAD 83(1986)- 41 30 31. (N) 122 19 04. (W) SCALED MX1330* NAVD 88 - 1085.88 (meters) 3562.6 (feet) RESET MX1330 ___________________________________________________________________ MX1330 GEOID HEIGHT- -23.65 (meters) GEOID99 MX1330 MX1330 VERT ORDER - THIRD MX1330 MX1330.The horizontal coordinates were scaled from a topographic map and have MX1330.an estimated accuracy of +/- 6 seconds. MX1330 MX1330.The orthometric height was computed from unverified reset data. MX1330.No vertical observational check was made to the station. MX1330 MX1330.The geoid height was determined by GEOID99. MX1330 MX1330; North East Units Estimated Accuracy MX1330;SPC CA 1 - 741,590. 1,973,470. MT (+/- 180 meters Scaled) MX1330 MX1330 SUPERSEDED SURVEY CONTROL MX1330 MX1330 NGVD 29 - 1084.78 (m) 3559.0 (f) RESET 3 MX1330 MX1330.Superseded values are not recommended for survey control. MX1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1330.See file dsdata.txt to determine how the superseded data were derived. MX1330 MX1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL569954(NAD 83) MX1330_MARKER: DV = VERTICAL CONTROL DISK MX1330_SETTING: 80 = SET IN A BOULDER MX1330_STAMPING: A 495 RESET 1980 MX1330_MARK LOGO: NGS MX1330_MAGNETIC: N = NO MAGNETIC MATERIAL MX1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX1330+STABILITY: SURFACE MOTION MX1330 MX1330 HISTORY - Date Condition Report By MX1330 HISTORY - 1981 MONUMENTED CADT MX1330 MX1330 STATION DESCRIPTION MX1330 MX1330'DESCRIBED BY CALTRANS 1981 MX1330'7.6 MILES (12.2 KM) NORTHEAST ALONG HIGHWAY 97 FROM THE JUNCTION OF MX1330'ROUTES 265 AND 97 IN WEED, IN A 2-FOOT BY 2.5-FOOT RECTANGULAR ROCK, MX1330'LEVEL WITH GROUND, 59 FEET (18.0 M) SOUTHEAST AND LEVEL WITH THE MX1330'CENTERLINE OF THE HIGHWAY, 270 FEET (82.3 M) SOUTHWEST OF THE MX1330'SOUTHEAST END OF AN 18-INCH CULVERT, AND ABOUT 0.10 MILE (0.16 KM) MX1330'NORTHEAST OF THE CENTER OF A ROAD CONNECTION TO THE NORTHWEST, 3.3 MX1330'FEET (1.0 M) SOUTHWEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0603 *********************************************************************** MW0603 DESIGNATION - A 496 RESET 1959 MW0603 PID - MW0603 MW0603 STATE/COUNTY- CA/SISKIYOU MW0603 USGS QUAD - BRAY (1988) MW0603 MW0603 *CURRENT SURVEY CONTROL MW0603 ___________________________________________________________________ MW0603* NAD 83(1986)- 41 38 34. (N) 121 59 18. (W) SCALED MW0603* NAVD 88 - 1419.40 (meters) 4656.8 (feet) RESET MW0603 ___________________________________________________________________ MW0603 GEOID HEIGHT- -23.36 (meters) GEOID99 MW0603 MW0603 VERT ORDER - THIRD MW0603 MW0603.The horizontal coordinates were scaled from a topographic map and have MW0603.an estimated accuracy of +/- 6 seconds. MW0603 MW0603.The orthometric height was computed from unverified reset data. MW0603 MW0603.The geoid height was determined by GEOID99. MW0603 MW0603; North East Units Estimated Accuracy MW0603;SPC CA 1 - 756,450. 2,000,970. MT (+/- 180 meters Scaled) MW0603 MW0603 SUPERSEDED SURVEY CONTROL MW0603 MW0603 NGVD 29 - 1418.21 (m) 4652.9 (f) RESET 3 MW0603 MW0603.Superseded values are not recommended for survey control. MW0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0603.See file dsdata.txt to determine how the superseded data were derived. MW0603 MW0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM842106(NAD 83) MW0603_MARKER: DB = BENCH MARK DISK MW0603_SETTING: 36 = BRIDGE MW0603_STAMPING: A 496 RESET 1959 MW0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MW0603 MW0603 HISTORY - Date Condition Report By MW0603 HISTORY - 1959 MONUMENTED SPRR MW0603 MW0603 STATION DESCRIPTION MW0603 MW0603'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1959 MW0603'0.8 MI W FROM BRAY. MW0603'0.8 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD MW0603'FROM THE STATION AT BRAY, 1/2 POLE EAST OF MILEPOLE 381, AT MW0603'CONCRETE BRIDGE 381.01, IN THE TOP OF THE SOUTHEAST END OF THE MW0603'NORTHEAST ABUTMENT, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND MW0603'1 FOOT LOWER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0949 *********************************************************************** MX0949 DESIGNATION - A 497 RESET MX0949 PID - MX0949 MX0949 STATE/COUNTY- CA/SISKIYOU MX0949 USGS QUAD - WEED (1986) MX0949 MX0949 *CURRENT SURVEY CONTROL MX0949 ___________________________________________________________________ MX0949* NAD 83(1986)- 41 25 26. (N) 122 23 17. (W) SCALED MX0949* NAVD 88 - 1053.136 (meters) 3455.16 (feet) ADJUSTED MX0949 ___________________________________________________________________ MX0949 GEOID HEIGHT- -23.57 (meters) GEOID99 MX0949 DYNAMIC HT - 1052.482 (meters) 3453.02 (feet) COMP MX0949 MODELED GRAV- 979,965.8 (mgal) NAVD 88 MX0949 MX0949 VERT ORDER - FIRST CLASS II MX0949 MX0949.The horizontal coordinates were scaled from a topographic map and have MX0949.an estimated accuracy of +/- 6 seconds. MX0949 MX0949.The orthometric height was determined by differential leveling MX0949.and adjusted by the National Geodetic Survey in June 1991. MX0949 MX0949.The geoid height was determined by GEOID99. MX0949 MX0949.The dynamic height is computed by dividing the NAVD 88 MX0949.geopotential number by the normal gravity value computed on the MX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0949.degrees latitude (g = 980.6199 gals.). MX0949 MX0949.The modeled gravity was interpolated from observed gravity values. MX0949 MX0949; North East Units Estimated Accuracy MX0949;SPC CA 1 - 732,210. 1,967,560. MT (+/- 180 meters Scaled) MX0949 MX0949 SUPERSEDED SURVEY CONTROL MX0949 MX0949 NGVD 29 - 1052.05 (m) 3451.6 (f) RESET 3 MX0949 MX0949.Superseded values are not recommended for survey control. MX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0949.See file dsdata.txt to determine how the superseded data were derived. MX0949 MX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL511859(NAD 83) MX0949_MARKER: DB = BENCH MARK DISK MX0949_SETTING: 38 = GUARDRAIL MX0949_STAMPING: A 497 RESET 1980 MX0949_MARK LOGO: NGS MX0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0949 MX0949 HISTORY - Date Condition Report By MX0949 HISTORY - 1980 MONUMENTED CADT MX0949 HISTORY - 1988 GOOD NGS MX0949 MX0949 STATION DESCRIPTION MX0949 MX0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 MX0949'IN WEED. MX0949'IN WEED, AT THE JUNCTION OF STATE HIGHWAY 97 AND THE SOUTHERN PACIFIC MX0949'RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF THE MX0949'WEST CONCRETE GUARDRAIL OF A HIGHWAY OVERPASS OVER THE RAILROAD MX0949'TRACKS, 21.0 M (68.9 FT) NORTHWEST OF THE NEAR RAIL, AND 8.0 M MX0949'(26.2 FT) WEST OF THE CENTER OF THE HIGHWAY. MX0949'THE MARK IS 0.9 M ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1333 *********************************************************************** MX1333 DESIGNATION - B 495 RESET MX1333 PID - MX1333 MX1333 STATE/COUNTY- CA/SISKIYOU MX1333 USGS QUAD - JUNIPER FLAT (1984) MX1333 MX1333 *CURRENT SURVEY CONTROL MX1333 ___________________________________________________________________ MX1333* NAD 83(1986)- 41 31 24. (N) 122 17 06. (W) SCALED MX1333* NAVD 88 - 1140.47 (meters) 3741.7 (feet) RESET MX1333 ___________________________________________________________________ MX1333 GEOID HEIGHT- -23.58 (meters) GEOID99 MX1333 MX1333 VERT ORDER - THIRD MX1333 MX1333.The horizontal coordinates were scaled from a topographic map and have MX1333.an estimated accuracy of +/- 6 seconds. MX1333 MX1333.The orthometric height was computed from unverified reset data. MX1333.No vertical observational check was made to the station. MX1333 MX1333.The geoid height was determined by GEOID99. MX1333 MX1333; North East Units Estimated Accuracy MX1333;SPC CA 1 - 743,220. 1,976,210. MT (+/- 180 meters Scaled) MX1333 MX1333 SUPERSEDED SURVEY CONTROL MX1333 MX1333 NGVD 29 - 1139.36 (m) 3738.1 (f) RESET 3 MX1333 MX1333.Superseded values are not recommended for survey control. MX1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1333.See file dsdata.txt to determine how the superseded data were derived. MX1333 MX1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL596971(NAD 83) MX1333_MARKER: DV = VERTICAL CONTROL DISK MX1333_SETTING: 32 = CONCRETE ENDWALL MX1333_STAMPING: B 495 RESET 1980 MX1333_MARK LOGO: NGS MX1333_MAGNETIC: N = NO MAGNETIC MATERIAL MX1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX1333+STABILITY: SURFACE MOTION MX1333 MX1333 HISTORY - Date Condition Report By MX1333 HISTORY - 1982 MONUMENTED CADT MX1333 MX1333 STATION DESCRIPTION MX1333 MX1333'DESCRIBED BY CALTRANS 1982 MX1333'9.5 MILES (15.3 KM) NORTH ALONG HIGHWAY 97 FROM THE JUNCTION OF MX1333'HIGHWAYS 97 AND 265 IN WEED, AT A SUPERSPAN ARCH CULVERT AT WHITNEY MX1333'CREEK, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE END MX1333'WALL, 40 FEET (12.2 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, MX1333'AND ABOUT 4 FEET (1.2 M) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4351 *********************************************************************** AA4351 DESIGNATION - B 864 RESET AA4351 PID - AA4351 AA4351 STATE/COUNTY- CA/SISKIYOU AA4351 USGS QUAD - YREKA (1984) AA4351 AA4351 *CURRENT SURVEY CONTROL AA4351 ___________________________________________________________________ AA4351* NAD 83(1986)- 41 41 42. (N) 122 38 57. (W) SCALED AA4351* NAVD 88 - 843.95 (+/-2cm) 2768.9 (feet) VERTCON AA4351 ___________________________________________________________________ AA4351 GEOID HEIGHT- -23.77 (meters) GEOID99 AA4351 AA4351 VERT ORDER - THIRD (See Below) AA4351 AA4351.The horizontal coordinates were scaled from a topographic map and have AA4351.an estimated accuracy of +/- 6 seconds. AA4351 AA4351.The NAVD 88 height was computed by applying the VERTCON shift value to AA4351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4351.The vertical order pertains to the superseded datum. AA4351 AA4351.The geoid height was determined by GEOID99. AA4351 AA4351; North East Units Estimated Accuracy AA4351;SPC CA 1 - 762,450. 1,945,960. MT (+/- 180 meters Scaled) AA4351 AA4351 SUPERSEDED SURVEY CONTROL AA4351 AA4351 NGVD 29 - 842.94 (m) 2765.5 (f) RESET 3 AA4351 AA4351.Superseded values are not recommended for survey control. AA4351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4351.See file dsdata.txt to determine how the superseded data were derived. AA4351 AA4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM291159(NAD 83) AA4351_MARKER: DV = VERTICAL CONTROL DISK AA4351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4351_STAMPING: B 864 RESET 1977 AA4351_MARK LOGO: NGS AA4351_MAGNETIC: N = NO MAGNETIC MATERIAL AA4351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4351+STABILITY: SURFACE MOTION AA4351 AA4351 HISTORY - Date Condition Report By AA4351 HISTORY - 1977 MONUMENTED CADT AA4351 AA4351 STATION DESCRIPTION AA4351 AA4351'DESCRIBED BY CALTRANS 1977 (DS) AA4351'ABOUT 2 1/2 AIRLINE MILES SOUTHWEST OF YREKA ALONG STATE ROUTE 3. FROM AA4351'THE US POST OFFICE IN YREKA, TRAVEL SOUTH ON SOUTH BROADWAY FOR 0.21 AA4351'MILE (0.34 KM) TO THE JUNCTION OF SOUTH MAIN STREET AND SOUTH AA4351'BROADWAY, CONTINUE SOUTH ON SOUTH MAIN FOR 1.66 MILES (2.67 KM) TO AA4351'JUNCTION OF STATE ROUTE 3 AND SOUTH MAIN, CONTINUE SOUTH ON STATE AA4351'ROUTE 3 FOR 0.65 MILE (1.05 KM) TO THE BENCH MARK ON THE LEFT, SOUTH, AA4351'SIDE OF HIGHWAY. MARK IS SET FLUSH WITH THE GROUND, 39 FEET (11.9 M) AA4351'SOUTH OF THE CENTER OF STATE ROUTE 3, AND 12.5 FEET (3.8 M) NORTH OF A AA4351'FENCE LINE AND 2.0 FEET (0.6 M) NORTH OF A METAL SURVEY MARKER POST AT AA4351'MILE POST 46.98. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0582 *********************************************************************** MX0582 DESIGNATION - C 863 RESET 1968 MX0582 PID - MX0582 MX0582 STATE/COUNTY- CA/SISKIYOU MX0582 USGS QUAD - SOMES BAR (1979) MX0582 MX0582 *CURRENT SURVEY CONTROL MX0582 ___________________________________________________________________ MX0582* NAD 83(1986)- 41 25 39. (N) 123 29 59. (W) SCALED MX0582* NAVD 88 - 250.97 (meters) 823.4 (feet) RESET MX0582 ___________________________________________________________________ MX0582 GEOID HEIGHT- -26.52 (meters) GEOID99 MX0582 MX0582 VERT ORDER - THIRD MX0582 MX0582.The horizontal coordinates were scaled from a topographic map and have MX0582.an estimated accuracy of +/- 6 seconds. MX0582 MX0582.The orthometric height was computed from unverified reset data. MX0582 MX0582.The geoid height was determined by GEOID99. MX0582 MX0582; North East Units Estimated Accuracy MX0582;SPC CA 1 - 733,610. 1,874,650. MT (+/- 180 meters Scaled) MX0582 MX0582 SUPERSEDED SURVEY CONTROL MX0582 MX0582 NGVD 29 - 249.97 (m) 820.1 (f) RESET 3 MX0582 MX0582.Superseded values are not recommended for survey control. MX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0582.See file dsdata.txt to determine how the superseded data were derived. MX0582 MX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL582863(NAD 83) MX0582_MARKER: DB = BENCH MARK DISK MX0582_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER MX0582_STAMPING: C 863 RESET 1968 MX0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0582 MX0582 HISTORY - Date Condition Report By MX0582 HISTORY - 1968 MONUMENTED CGS MX0582 MX0582 STATION DESCRIPTION MX0582 MX0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 MX0582'3.4 MI N FROM SOMESBAR. MX0582'3.4 MILES NORTH ALONG STATE HIGHWAY 96 FROM THE NEW POST OFFICE MX0582'AT SOMESBAR, AT A RAVINE, 39 FEET RIGHT OF NEW HIGHWAY CENTER MX0582'LINE AT STATION 165 + 88, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, MX0582'SET IN A ROCK 2 FEET ABOVE THE STREAM BED AND MARKED BY A MX0582'METAL GUARD POST PAINTED ORANGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0394 *********************************************************************** MX0394 DESIGNATION - D 198 RESET MX0394 PID - MX0394 MX0394 STATE/COUNTY- CA/SISKIYOU MX0394 USGS QUAD - YREKA (1984) MX0394 MX0394 *CURRENT SURVEY CONTROL MX0394 ___________________________________________________________________ MX0394* NAD 83(1986)- 41 43 50. (N) 122 38 05. (W) SCALED MX0394* NAVD 88 - 793.67 (meters) 2603.9 (feet) RESET MX0394 ___________________________________________________________________ MX0394 GEOID HEIGHT- -23.81 (meters) GEOID99 MX0394 MX0394 VERT ORDER - THIRD MX0394 MX0394.The horizontal coordinates were scaled from a topographic map and have MX0394.an estimated accuracy of +/- 6 seconds. MX0394 MX0394.The orthometric height was computed from unverified reset data. MX0394.No vertical observational check was made to the station. MX0394 MX0394.The geoid height was determined by GEOID99. MX0394 MX0394; North East Units Estimated Accuracy MX0394;SPC CA 1 - 766,390. 1,947,190. MT (+/- 180 meters Scaled) MX0394 MX0394 SUPERSEDED SURVEY CONTROL MX0394 MX0394 NGVD 29 - 792.66 (m) 2600.6 (f) RESET 3 MX0394 MX0394.Superseded values are not recommended for survey control. MX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0394.See file dsdata.txt to determine how the superseded data were derived. MX0394 MX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM303199(NAD 83) MX0394_MARKER: DB = BENCH MARK DISK MX0394_SETTING: 31 = SIDEWALK MX0394_STAMPING: D 198 RESET 1970 MX0394_MARK LOGO: CGS MX0394_MAGNETIC: N = NO MAGNETIC MATERIAL MX0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX0394+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1998 MX0394 MX0394 HISTORY - Date Condition Report By MX0394 HISTORY - 1970 MONUMENTED NGS MX0394 HISTORY - 19980330 GOOD NGS MX0394 MX0394 STATION DESCRIPTION MX0394 MX0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 MX0394'AT YREKA. MX0394'0.1 MILE NORTH ALONG SOUTH BROADWAY STREET FROM THE POST OFFICE MX0394'IN YREKA, THENCE 0.13 MILE EAST ON WEST CENTER STREET TO A MX0394'CONCRETE BRIDGE OVER YREKA CREEK. THE MARK IS SET IN THE MX0394'CONCRETE SIDEWALK AT THE NORTHEAST CORNER OF THE BRIDGE, 1.0 FOOT MX0394'WEST AND 0.5 FOOT SOUTH OF THE CORNER OF THE BRIDGE AND 38 FEET MX0394'NORTH OF THE CENTERLINE OF THE STREET. A STANDARD DISK STAMPED MX0394'D 198 RESET 1970/ MX0394 MX0394 STATION RECOVERY (1998) MX0394 MX0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS) MX0394'0.2 KM (0.10 MI) NORTHERLY ALONG BROADWAY STREET FROM THE POST OFFICE MX0394'IN YREKA, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG CENTER STREET, NEAR MX0394'THE NORTHEAST CORNER OF THE CONCRETE WALKWAY OF THE STREET BRIDGE MX0394'SPANNING YREKA STREET, 7.2 M (23.6 FT) NORTH OF THE CENTERLINE OF THE MX0394'WESTBOUND LANES OF THE STREET, 3.9 M (12.8 FT) WEST OF UTILITY LIGHT MX0394'POLE NUMBER 47.551, 0.4 M (1.3 FT) SOUTH OF THE NORTH EDGE OF THE MX0394'BRIDGE, 0.3 M (1.0 FT) WEST OF THE EAST EDGE OF THE BRIDGE, AND 0.3 M MX0394'(1.0 FT) ABOVE THE LEVEL OF THE STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0539 *********************************************************************** MX0539 DESIGNATION - D 241 RESET 1967 MX0539 PID - MX0539 MX0539 STATE/COUNTY- CA/SISKIYOU MX0539 USGS QUAD - SAWYERS BAR (1979) MX0539 MX0539 *CURRENT SURVEY CONTROL MX0539 ___________________________________________________________________ MX0539* NAD 83(1986)- 41 18 10. (N) 123 09 29. (W) SCALED MX0539* NAVD 88 - 630.10 (meters) 2067.3 (feet) RESET MX0539 ___________________________________________________________________ MX0539 GEOID HEIGHT- -24.83 (meters) GEOID99 MX0539 MX0539 VERT ORDER - THIRD MX0539 MX0539.The horizontal coordinates were scaled from a topographic map and have MX0539.an estimated accuracy of +/- 6 seconds. MX0539 MX0539.The orthometric height was computed from unverified reset data. MX0539 MX0539.The geoid height was determined by GEOID99. MX0539 MX0539; North East Units Estimated Accuracy MX0539;SPC CA 1 - 719,330. 1,903,020. MT (+/- 180 meters Scaled) MX0539 MX0539 SUPERSEDED SURVEY CONTROL MX0539 MX0539 NGVD 29 - 629.08 (m) 2063.9 (f) RESET 3 MX0539 MX0539.Superseded values are not recommended for survey control. MX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0539.See file dsdata.txt to determine how the superseded data were derived. MX0539 MX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL867723(NAD 83) MX0539_MARKER: DD = SURVEY DISK MX0539_SETTING: 36 = BRIDGE MX0539_STAMPING: D 241 RESET 1967 MX0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0539 MX0539 HISTORY - Date Condition Report By MX0539 HISTORY - 1967 MONUMENTED CA-093 MX0539 HISTORY - 1981 GOOD LOCSUR MX0539 MX0539 STATION DESCRIPTION MX0539 MX0539'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1967 MX0539'1.3 MI W FROM SAWYERS BAR. MX0539'1.3 MILES WEST ALONG THE ETNA-SOMESBAR ROAD FROM SAWYERS BAR MX0539'RANGER STATION, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD MX0539'IN THE SOUTHEAST ABUTMENT OF A BRIDGE OVER JACKASS GULCH. MX0539'NOTE-- IN THE SE ABUTMENT OF THE BRIDGE OVER JACKASS CREEK. MX0539'BM IS 18 FEET EAST OF THE C/L OF THE BRIDGE AND IN THE SE ABUTMENT MX0539'OF THE BRIDGE. MX0539 MX0539 STATION RECOVERY (1981) MX0539 MX0539'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 MX0539'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0023 *********************************************************************** MX0023 DESIGNATION - D 495 RESET 1975 MX0023 PID - MX0023 MX0023 STATE/COUNTY- CA/SISKIYOU MX0023 USGS QUAD - THE WHALEBACK (1986) MX0023 MX0023 *CURRENT SURVEY CONTROL MX0023 ___________________________________________________________________ MX0023* NAD 83(1986)- 41 32 04. (N) 122 14 23. (W) SCALED MX0023* NAVD 88 - 1213.53 (meters) 3981.4 (feet) RESET MX0023 ___________________________________________________________________ MX0023 GEOID HEIGHT- -23.48 (meters) GEOID99 MX0023 MX0023 VERT ORDER - THIRD MX0023 MX0023.The horizontal coordinates were scaled from a topographic map and have MX0023.an estimated accuracy of +/- 6 seconds. MX0023 MX0023.The orthometric height was computed from unverified reset data. MX0023.No vertical observational check was made to the station. MX0023 MX0023.The geoid height was determined by GEOID99. MX0023 MX0023; North East Units Estimated Accuracy MX0023;SPC CA 1 - 744,440. 1,980,000. MT (+/- 180 meters Scaled) MX0023 MX0023 SUPERSEDED SURVEY CONTROL MX0023 MX0023 NGVD 29 - 1212.40 (m) 3977.7 (f) RESET 3 MX0023 MX0023.Superseded values are not recommended for survey control. MX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0023.See file dsdata.txt to determine how the superseded data were derived. MX0023 MX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL634983(NAD 83) MX0023_MARKER: DB = BENCH MARK DISK MX0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0023_STAMPING: D 495 RESET 1975 MX0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0023+STABILITY: SURFACE MOTION MX0023 MX0023 HISTORY - Date Condition Report By MX0023 HISTORY - 1975 MONUMENTED CADH MX0023 HISTORY - 1981 GOOD LOCSUR MX0023 MX0023 STATION DESCRIPTION MX0023 MX0023'DESCRIBED BY CA DIV OF HIGHWAYS 1975 MX0023'8.4 MI SW FROM GRASS LAKE. MX0023'8.4 MILES SOUTHWEST ALONG HIGHWAY 97 FROM THE GRASS LAKE MAINTENANCE MX0023'STATION, 0.4 MILES SOUTHWEST OF THE COUNTY ROAD A-12, AND ABOUT MX0023'300 FEET SOUTHWEST OF INTERSECTION OF HIGHWAY 97 AND THE BOLAM ROAD, MX0023'90 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT LOWER MX0023'THAN THE HIGHWAY. A STANDARD DISK SET IN THE TOP OF A 10-INCH MX0023'CONCRETE CYLINDER PROJECTING 0.1 FOOT ABOVE GROUND. A METAL MX0023'WITNESS POST IS 3 FEET NORTH. MX0023 MX0023 STATION RECOVERY (1981) MX0023 MX0023'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 MX0023'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0389 *********************************************************************** MX0389 DESIGNATION - E 198 RESET 1970 MX0389 PID - MX0389 MX0389 STATE/COUNTY- CA/SISKIYOU MX0389 USGS QUAD - YREKA (1984) MX0389 MX0389 *CURRENT SURVEY CONTROL MX0389 ___________________________________________________________________ MX0389* NAD 83(1986)- 41 42 24. (N) 122 38 32. (W) SCALED MX0389* NAVD 88 - 823.14 (meters) 2700.6 (feet) RESET MX0389 ___________________________________________________________________ MX0389 GEOID HEIGHT- -23.79 (meters) GEOID99 MX0389 MX0389 VERT ORDER - THIRD MX0389 MX0389.The horizontal coordinates were scaled from a topographic map and have MX0389.an estimated accuracy of +/- 6 seconds. MX0389 MX0389.The orthometric height was computed from unverified reset data. MX0389 MX0389.The geoid height was determined by GEOID99. MX0389 MX0389; North East Units Estimated Accuracy MX0389;SPC CA 1 - 763,740. 1,946,550. MT (+/- 180 meters Scaled) MX0389 MX0389 SUPERSEDED SURVEY CONTROL MX0389 MX0389 NGVD 29 - 822.12 (m) 2697.2 (f) RESET 3 MX0389 MX0389.Superseded values are not recommended for survey control. MX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0389.See file dsdata.txt to determine how the superseded data were derived. MX0389 MX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM297172(NAD 83) MX0389_MARKER: DD = SURVEY DISK MX0389_SETTING: 36 = BRIDGE MX0389_STAMPING: E 198 RESET 1970 MX0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0389 MX0389 HISTORY - Date Condition Report By MX0389 HISTORY - 1970 MONUMENTED CADH MX0389 MX0389 STATION DESCRIPTION MX0389 MX0389'DESCRIBED BY CA DIV OF HIGHWAYS 1970 MX0389'AT YREKA. MX0389'FROM THE POST OFFICE AT YREKA GO 0.2 MILE SOUTHWEST ON SOUTH MX0389'BROADWAY STREET TO INTERSECTION OF SOUTH MAIN STREET, CONTINUE MX0389'ON SOUTH MAIN STREET FOR 1.6 MILES TO FORT JONES INTERCHANGE, MX0389'TURN LEFT (EAST) UNDER INTERSTATE 5 FOR 0.15 MILE TO NORTHBOUND MX0389'ON-RAMP TO FREEWAY, TURN LEFT (WEST) FOR 100 FEET TO DOWNSTREAM MX0389'END OF BRIDGE OVER YREKA CREEK, SET ON THE NORTHWEST CORNER MX0389'HEADWALL APROXIMATELY 1 FT. ABOVE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0025 *********************************************************************** MX0025 DESIGNATION - E 495 RESET 1975 MX0025 PID - MX0025 MX0025 STATE/COUNTY- CA/SISKIYOU MX0025 USGS QUAD - THE WHALEBACK (1986) MX0025 MX0025 *CURRENT SURVEY CONTROL MX0025 ___________________________________________________________________ MX0025* NAD 83(1986)- 41 32 37. (N) 122 13 42. (W) SCALED MX0025* NAVD 88 - 1269.69 (meters) 4165.6 (feet) RESET MX0025 ___________________________________________________________________ MX0025 GEOID HEIGHT- -23.47 (meters) GEOID99 MX0025 MX0025 VERT ORDER - THIRD MX0025 MX0025.The horizontal coordinates were scaled from a topographic map and have MX0025.an estimated accuracy of +/- 6 seconds. MX0025 MX0025.The orthometric height was computed from unverified reset data. MX0025.No vertical observational check was made to the station. MX0025 MX0025.The geoid height was determined by GEOID99. MX0025 MX0025; North East Units Estimated Accuracy MX0025;SPC CA 1 - 745,460. 1,980,950. MT (+/- 180 meters Scaled) MX0025 MX0025 SUPERSEDED SURVEY CONTROL MX0025 MX0025 NGVD 29 - 1268.53 (m) 4161.8 (f) RESET 3 MX0025 MX0025.Superseded values are not recommended for survey control. MX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0025.See file dsdata.txt to determine how the superseded data were derived. MX0025 MX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL643993(NAD 83) MX0025_MARKER: DB = BENCH MARK DISK MX0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND MX0025_STAMPING: E 495 RESET 1975 MX0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0025 MX0025 HISTORY - Date Condition Report By MX0025 HISTORY - 1975 MONUMENTED CADH MX0025 MX0025 STATION DESCRIPTION MX0025 MX0025'DESCRIBED BY CA DIV OF HIGHWAYS 1975 MX0025'7.4 MI SW FROM GRASS LAKE. MX0025'7.4 MILES SOUTHWEST ALONG HIGHWAY 97 FROM THE GRASS LAKE MAINTENANCE MX0025'STATION, ON THE SOUTHEAST END OF A HIGHWAY CUT BANK, 135 FEET MX0025'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17 FEET HIGHER THAN MX0025'THE HIGHWAY. A STANDARD DISK IN THE TOP OF A 2 X 3-FOOT BOULDER MX0025'PROJECTING 0.5 FOOT ABOVE THE GROUND. A METAL WITNESS POST IS MX0025'2 FEET SOUTHEAST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4349 *********************************************************************** AA4349 DESIGNATION - F 198 RESET AA4349 PID - AA4349 AA4349 STATE/COUNTY- CA/SISKIYOU AA4349 USGS QUAD - YREKA (1984) AA4349 AA4349 *CURRENT SURVEY CONTROL AA4349 ___________________________________________________________________ AA4349* NAD 83(1986)- 41 41 09. (N) 122 39 48. (W) SCALED AA4349* NAVD 88 - 865.10 (+/-2cm) 2838.2 (feet) VERTCON AA4349 ___________________________________________________________________ AA4349 GEOID HEIGHT- -23.74 (meters) GEOID99 AA4349 AA4349 VERT ORDER - THIRD (See Below) AA4349 AA4349.The horizontal coordinates were scaled from a topographic map and have AA4349.an estimated accuracy of +/- 6 seconds. AA4349 AA4349.The NAVD 88 height was computed by applying the VERTCON shift value to AA4349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4349.The vertical order pertains to the superseded datum. AA4349 AA4349.The geoid height was determined by GEOID99. AA4349 AA4349; North East Units Estimated Accuracy AA4349;SPC CA 1 - 761,440. 1,944,770. MT (+/- 180 meters Scaled) AA4349 AA4349 SUPERSEDED SURVEY CONTROL AA4349 AA4349 NGVD 29 - 864.08 (m) 2834.9 (f) RESET 3 AA4349 AA4349.Superseded values are not recommended for survey control. AA4349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4349.See file dsdata.txt to determine how the superseded data were derived. AA4349 AA4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM280149(NAD 83) AA4349_MARKER: DV = VERTICAL CONTROL DISK AA4349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4349_STAMPING: F 198 RESET 1977 AA4349_MARK LOGO: NGS AA4349_MAGNETIC: N = NO MAGNETIC MATERIAL AA4349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4349+STABILITY: SURFACE MOTION AA4349 AA4349 HISTORY - Date Condition Report By AA4349 HISTORY - 1977 MONUMENTED CADT AA4349 AA4349 STATION DESCRIPTION AA4349 AA4349'DESCRIBED BY CALTRANS 1977 (DS) AA4349'ABOUT 3 1/2 AIRLINE MILES SOUTHWEST OF YREKA ALONG STATE RTE 3. FROM AA4349'THE US POST OFFICE IN YREKA TRAVEL SOUTH ON SOUTH BROADWAY FOR 0.21 AA4349'MILE (0.34 KM) TO THE JUNCTION OF SOUTH MAIN AND SOUTH BROADWAY, AA4349'CONTINUE SOUTH ON SOUTH MAIN FOR 1.66 MILES (2.67 KM) TO JUNCTION OF AA4349'STATE RTE 3 AND SOUTH MAIN, CONTINUE SOUTH ON STATE RTE 3 FOR 1.65 AA4349'MILES (2.66 KM) TO THE MARK ON THE RIGHT, NORTHWEST, SIDE OF THE AA4349'HIGHWAY, SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE GROUND, AA4349'48.5 FEET (14.8 M) NORTH OF THE CENTER OF STATE ROUTE 3, AND 30.0 FEET AA4349'(9.1 M) WEST OF A POWER POLE, AND 2.0 FEET (0.6 M) SOUTH OF A FENCE AA4349'LINE, AND 2.0 FEET (0.6 M) SOUTH OF A METAL SURVEY MARKER POST, AND AA4349'NEAR THE CENTER OF A CURVE IN THE HIGHWAY TO THE LEFT, AND AT MILE AA4349'POST 45.99. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0452 *********************************************************************** MX0452 DESIGNATION - F 839 RESET 1965 MX0452 PID - MX0452 MX0452 STATE/COUNTY- CA/SISKIYOU MX0452 USGS QUAD - SCOTT BAR (1980) MX0452 MX0452 *CURRENT SURVEY CONTROL MX0452 ___________________________________________________________________ MX0452* NAD 83(1986)- 41 41 17. (N) 123 04 59. (W) SCALED MX0452* NAVD 88 - 619.04 (meters) 2031.0 (feet) RESET MX0452 ___________________________________________________________________ MX0452 GEOID HEIGHT- -24.39 (meters) GEOID99 MX0452 MX0452 VERT ORDER - THIRD MX0452 MX0452.The horizontal coordinates were scaled from a topographic map and have MX0452.an estimated accuracy of +/- 6 seconds. MX0452 MX0452.The orthometric height was computed from unverified reset data. MX0452 MX0452.The geoid height was determined by GEOID99. MX0452 MX0452; North East Units Estimated Accuracy MX0452;SPC CA 1 - 762,030. 1,909,830. MT (+/- 180 meters Scaled) MX0452 MX0452 SUPERSEDED SURVEY CONTROL MX0452 MX0452 NGVD 29 - 618.04 (m) 2027.7 (f) RESET 3 MX0452 MX0452.Superseded values are not recommended for survey control. MX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0452.See file dsdata.txt to determine how the superseded data were derived. MX0452 MX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM930151(NAD 83) MX0452_MARKER: DB = BENCH MARK DISK MX0452_SETTING: 66 = SET IN ROCK OUTCROP MX0452_STAMPING: F 839 RESET 1965 MX0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0452+STABILITY: POSITION/ELEVATION WELL MX0452 MX0452 HISTORY - Date Condition Report By MX0452 HISTORY - 1965 MONUMENTED CADH MX0452 MX0452 STATION DESCRIPTION MX0452 MX0452'DESCRIBED BY CA DIV OF HIGHWAYS 1965 MX0452'1.5 MI E FROM HAMBURG. MX0452'ABOUT 1.5 MILES EAST ALONG STATE HIGHWAY 96 FROM THE POST MX0452'OFFICE AT HAMBURG, THENCE 10.1 MILES SOUTH ALONG THE SCOTT MX0452'RIVER ROAD, ABOUT 0.2 MILES SOUTHWEST OF TOWNSEND GULCH, SET MX0452'IN CONCRETE ON A LARGE ROCK OUTCROP, 50 FEET EAST OF THE MX0452'CENTERLINE OF SCOTT RIVER ROAD AND ABOUT 3 FEET BELOW ROAD MX0452'LEVEL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0378 *********************************************************************** MX0378 DESIGNATION - F 864 RESET 1953 MX0378 PID - MX0378 MX0378 STATE/COUNTY- CA/SISKIYOU MX0378 USGS QUAD - YREKA (1984) MX0378 MX0378 *CURRENT SURVEY CONTROL MX0378 ___________________________________________________________________ MX0378* NAD 83(1986)- 41 40 32. (N) 122 43 36. (W) SCALED MX0378* NAVD 88 - 1265.00 (meters) 4150.3 (feet) RESET MX0378 ___________________________________________________________________ MX0378 GEOID HEIGHT- -23.75 (meters) GEOID99 MX0378 MX0378 VERT ORDER - THIRD MX0378 MX0378.The horizontal coordinates were scaled from a topographic map and have MX0378.an estimated accuracy of +/- 6 seconds. MX0378 MX0378.The orthometric height was computed from unverified reset data. MX0378 MX0378.The geoid height was determined by GEOID99. MX0378 MX0378; North East Units Estimated Accuracy MX0378;SPC CA 1 - 760,340. 1,939,490. MT (+/- 180 meters Scaled) MX0378 MX0378 SUPERSEDED SURVEY CONTROL MX0378 MX0378 NGVD 29 - 1263.92 (m) 4146.7 (f) RESET 3 MX0378 MX0378.Superseded values are not recommended for survey control. MX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0378.See file dsdata.txt to determine how the superseded data were derived. MX0378 MX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM227137(NAD 83) MX0378_MARKER: DD = SURVEY DISK MX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0378_STAMPING: F 864 RESET 1953 MX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0378+STABILITY: SURFACE MOTION MX0378 MX0378 HISTORY - Date Condition Report By MX0378 HISTORY - 1953 MONUMENTED CADH MX0378 HISTORY - 1981 GOOD LOCSUR MX0378 MX0378 STATION DESCRIPTION MX0378 MX0378'DESCRIBED BY CA DIV OF HIGHWAYS 1953 MX0378'8.9 MI SW FROM YREKA. MX0378'ONE BLOCK EAST ALONG LANE STREET FROM THE POST OFFICE AT YREKA, MX0378'SISKIYOU COUNTY, THENCE 1.8 MILES SOUTH ALONG SOUTH MAIN STREET MX0378'(U.S. HIGHWAY 99), AND THENCE 7.1 MILES SOUTHWEST ALONG THE FORT MX0378'JONES ROAD (STATE HIGHWAY 82), 9.5 MILES NORTHEAST OF FORT JONES, MX0378'NEAR THE SUMMIT OF A GRADE, 90 FEET NORTH OF THE CENTERLINE OF THE MX0378'HIGHWAY AT SURVEY STATION 514+50, 24 FEET NORTH OF THE CENTERLINE MX0378'OF THE OLD HIGHWAY, 35 FEET NORTH OF THE CENTERLINE OF A FOREST MX0378'SERVICE ROAD, AND ABOUT 4-1/2 FEET HIGHER THAN THE OLD HIGHWAY. MX0378'A STANDARD DISK, STAMPED F 864 RESET 1953 AND SET IN THE TOP MX0378'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. NOTE-- THIS MX0378'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY MX0378'ENGINEERS OF THE STATE DIVISION OF HIGHWAYS IN OCTOBER 1953. MX0378 MX0378 STATION RECOVERY (1981) MX0378 MX0378'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 MX0378'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0794 *********************************************************************** MX0794 DESIGNATION - G 116 RESET 1968 MX0794 PID - MX0794 MX0794 STATE/COUNTY- CA/SISKIYOU MX0794 USGS QUAD - DILLON MTN (1983) MX0794 MX0794 *CURRENT SURVEY CONTROL MX0794 ___________________________________________________________________ MX0794* NAD 83(1986)- 41 34 04. (N) 123 31 48. (W) SCALED MX0794* NAVD 88 - 236.00 (meters) 774.3 (feet) RESET MX0794 ___________________________________________________________________ MX0794 GEOID HEIGHT- -26.23 (meters) GEOID99 MX0794 MX0794 VERT ORDER - THIRD MX0794 MX0794.The horizontal coordinates were scaled from a topographic map and have MX0794.an estimated accuracy of +/- 6 seconds. MX0794 MX0794.The orthometric height was computed from unverified reset data. MX0794 MX0794.The geoid height was determined by GEOID99. MX0794 MX0794; North East Units Estimated Accuracy MX0794;SPC CA 1 - 749,230. 1,872,390. MT (+/- 180 meters Scaled) MX0794 MX0794 SUPERSEDED SURVEY CONTROL MX0794 MX0794 NGVD 29 - 235.01 (m) 771.0 (f) RESET 3 MX0794 MX0794.Superseded values are not recommended for survey control. MX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0794.See file dsdata.txt to determine how the superseded data were derived. MX0794 MX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM558019(NAD 83) MX0794_MARKER: DB = BENCH MARK DISK MX0794_SETTING: 36 = BRIDGE MX0794_STAMPING: G 116 RESET 1968 MX0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0794 MX0794 HISTORY - Date Condition Report By MX0794 HISTORY - 1968 MONUMENTED CGS MX0794 MX0794 STATION DESCRIPTION MX0794 MX0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 MX0794'18.7 MI N FROM SOMESBAR. MX0794'ABOUT 18.7 MILES NORTH ALONG STATE HIGHWAY 96 FROM THE MX0794'HUMBOLDT-SISKIYOU COUNTY LINE NEAR SOMESBAR, AT MILE POST R 18.7, MX0794'AT THE NEW BRIDGE OVER KLAMATH RIVER, SET IN THE SIDEWALK AT MX0794'THE SOUTHEAST END OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0243 *********************************************************************** MX0243 DESIGNATION - G 597 RESET 1969 MX0243 PID - MX0243 MX0243 STATE/COUNTY- CA/SISKIYOU MX0243 USGS QUAD - CALLAHAN (1986) MX0243 MX0243 *CURRENT SURVEY CONTROL MX0243 ___________________________________________________________________ MX0243* NAD 83(1986)- 41 18 24. (N) 122 46 45. (W) SCALED MX0243* NAVD 88 - 980.44 (meters) 3216.7 (feet) RESET MX0243 ___________________________________________________________________ MX0243 GEOID HEIGHT- -23.84 (meters) GEOID99 MX0243 MX0243 VERT ORDER - THIRD MX0243 MX0243.The horizontal coordinates were scaled from a topographic map and have MX0243.an estimated accuracy of +/- 6 seconds. MX0243 MX0243.The orthometric height was computed from unverified reset data. MX0243.No vertical observational check was made to the station. MX0243 MX0243.The geoid height was determined by GEOID99. MX0243 MX0243; North East Units Estimated Accuracy MX0243;SPC CA 1 - 719,410. 1,934,760. MT (+/- 180 meters Scaled) MX0243 MX0243 SUPERSEDED SURVEY CONTROL MX0243 MX0243 NGVD 29 - 979.44 (m) 3213.4 (f) RESET 3 MX0243 MX0243.Superseded values are not recommended for survey control. MX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0243.See file dsdata.txt to determine how the superseded data were derived. MX0243 MX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL184728(NAD 83) MX0243_MARKER: DB = BENCH MARK DISK MX0243_SETTING: 66 = SET IN ROCK OUTCROP MX0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0243+STABILITY: POSITION/ELEVATION WELL MX0243 MX0243 HISTORY - Date Condition Report By MX0243 HISTORY - UNK MONUMENTED CGS MX0243 HISTORY - 1969 GOOD NGS MX0243 MX0243 STATION DESCRIPTION MX0243 MX0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 MX0243'1.3 MI E FROM CALLAHAN. MX0243'1.3 MILES EAST ALONG THE CARRIVILLE-CALLAHAN ROAD FROM THE POST MX0243'OFFICE AT CALLAHAN, AT THE BASE OF A TWO BY THREE FOOT BOULDER MX0243'ABOUT 5 FEET ABOVE THE HAYDEN DITCH, AND 55 FEET RIGHT OF MX0243'SISKIYOU COUNTY ROAD DEPARTMENT ENGINEERING STATION 237 + 60. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0796 *********************************************************************** MX0796 DESIGNATION - H 116 RESET 1950 MX0796 PID - MX0796 MX0796 STATE/COUNTY- CA/SISKIYOU MX0796 USGS QUAD - DILLON MTN (1983) MX0796 MX0796 *CURRENT SURVEY CONTROL MX0796 ___________________________________________________________________ MX0796* NAD 83(1986)- 41 34 32. (N) 123 32 21. (W) SCALED MX0796* NAVD 88 - 236.03 (meters) 774.4 (feet) RESET MX0796 ___________________________________________________________________ MX0796 GEOID HEIGHT- -26.22 (meters) GEOID99 MX0796 MX0796 VERT ORDER - THIRD MX0796 MX0796.The horizontal coordinates were scaled from a topographic map and have MX0796.an estimated accuracy of +/- 6 seconds. MX0796 MX0796.The orthometric height was computed from unverified reset data. MX0796 MX0796.The geoid height was determined by GEOID99. MX0796 MX0796; North East Units Estimated Accuracy MX0796;SPC CA 1 - 750,110. 1,871,640. MT (+/- 180 meters Scaled) MX0796 MX0796 SUPERSEDED SURVEY CONTROL MX0796 MX0796 NGVD 29 - 235.13 (m) 771.4 (f) RESET 3 MX0796 MX0796.Superseded values are not recommended for survey control. MX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0796.See file dsdata.txt to determine how the superseded data were derived. MX0796 MX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM550027(NAD 83) MX0796_MARKER: DD = SURVEY DISK MX0796_SETTING: 30 = CURB MX0796_STAMPING: H 116 1932 RESET 1950 MX0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0796 MX0796 HISTORY - Date Condition Report By MX0796 HISTORY - 1950 MONUMENTED CADH MX0796 MX0796 STATION DESCRIPTION MX0796 MX0796'DESCRIBED BY CA DIV OF HIGHWAYS 1950 MX0796'18.5 MI N FROM SOMESBAR. MX0796'18.5 MILES NORTH ALONG STATE HIGHWAY 96 FROM SOMESBAR, SISKIYOU MX0796'COUNTY, AT MILEAGE 43.85, AT THE NEW (1949) BRIDGE OVER DILLON MX0796'CREEK, AT THE WEST ABUTMENT, AND IN THE TOP OF THE CONCRETE CURB MX0796'ON THE DOWNSTREAM SIDE. A STANDARD DISK, STAMPED H 116 1932 MX0796'RESET 1950. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0945 *********************************************************************** MX0945 DESIGNATION - H 1431 MX0945 PID - MX0945 MX0945 STATE/COUNTY- CA/SISKIYOU MX0945 USGS QUAD - CITY OF MOUNT SHASTA (1986) MX0945 MX0945 *CURRENT SURVEY CONTROL MX0945 ___________________________________________________________________ MX0945* NAD 83(1986)- 41 21 52. (N) 122 22 03. (W) SCALED MX0945* NAVD 88 - 1160.117 (meters) 3806.15 (feet) ADJUSTED MX0945 ___________________________________________________________________ MX0945 GEOID HEIGHT- -23.48 (meters) GEOID99 MX0945 DYNAMIC HT - 1159.367 (meters) 3803.69 (feet) COMP MX0945 MODELED GRAV- 979,936.6 (mgal) NAVD 88 MX0945 MX0945 VERT ORDER - FIRST CLASS II MX0945 MX0945.The horizontal coordinates were scaled from a topographic map and have MX0945.an estimated accuracy of +/- 6 seconds. MX0945 MX0945.The orthometric height was determined by differential leveling MX0945.and adjusted by the National Geodetic Survey in June 1991. MX0945 MX0945.The geoid height was determined by GEOID99. MX0945 MX0945.The dynamic height is computed by dividing the NAVD 88 MX0945.geopotential number by the normal gravity value computed on the MX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0945.degrees latitude (g = 980.6199 gals.). MX0945 MX0945.The modeled gravity was interpolated from observed gravity values. MX0945 MX0945; North East Units Estimated Accuracy MX0945;SPC CA 1 - 725,600. 1,969,250. MT (+/- 180 meters Scaled) MX0945 MX0945 SUPERSEDED SURVEY CONTROL MX0945 MX0945.No superseded survey control is available for this station. MX0945 MX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL529794(NAD 83) MX0945_MARKER: I = METAL ROD MX0945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) MX0945_STAMPING: H 1431 1988 MX0945_MARK LOGO: NGS MX0945_PROJECTION: FLUSH MX0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0945+STABILITY: POSITION/ELEVATION WELL MX0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX0945+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002 MX0945_ROD/PIPE-DEPTH: 22.1 meters MX0945 MX0945 HISTORY - Date Condition Report By MX0945 HISTORY - 1988 MONUMENTED NGS MX0945 HISTORY - 20021126 GOOD HARDEY MX0945 MX0945 STATION DESCRIPTION MX0945 MX0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 MX0945'7.3 KM (4.55 MI) NW FROM MOUNT SHASTA. MX0945'7.3 KM (4.55 MI) NORTHWESTERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS MX0945'JUNCTION WITH WEST LAKE STREET IN MOUNT SHASTA, OR 6.4 KM (4.00 MI) MX0945'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION WITH WEED MX0945'BOULEVARD IN WEED, 0.5 KM (0.30 MI) SOUTHEAST OF A HIGHWAY BRIDGE, MX0945'35.1 M (115.2 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES MX0945'OF THE HIGHWAY, AND 15.4 M (50.5 FT) SOUTHWEST OF THE CENTER OF THE MX0945'SOUTHWEST END OF A 3.0 FOOT METAL DRAIN PIPE. NOTE--ACCESS TO DATUM MX0945'POINT IS HAD THROUGH A 5-INCH LOGO CAP. MX0945'THE MARK IS 0.3 METERS NE FROM A WITNESS POST AND FENCE MX0945'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. MX0945 MX0945 STATION RECOVERY (2002) MX0945 MX0945'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0945'LAT 41-21-52.0, LON 122-22-03.4 MX0945'0.25MI SOUTH OF SUMMIT DRIVE/TRUCK VILLAGE DRIVE OVERPASS. MX0945'300' NORTH OF MILEPOST 15. MX0945'MAY BE ACCESSED FROM SUMMIT DRIVE, 325' NORTH OF DEETZ ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0381 *********************************************************************** MX0381 DESIGNATION - H 198 RESET 1961 MX0381 PID - MX0381 MX0381 STATE/COUNTY- CA/SISKIYOU MX0381 USGS QUAD - YREKA (1984) MX0381 MX0381 *CURRENT SURVEY CONTROL MX0381 ___________________________________________________________________ MX0381* NAD 83(1986)- 41 40 31. (N) 122 42 50. (W) SCALED MX0381* NAVD 88 - 1161.11 (+/-2cm) 3809.4 (feet) VERTCON MX0381 ___________________________________________________________________ MX0381 GEOID HEIGHT- -23.74 (meters) GEOID99 MX0381 MX0381 VERT ORDER - THIRD (See Below) MX0381 MX0381.The horizontal coordinates were scaled from a topographic map and have MX0381.an estimated accuracy of +/- 6 seconds. MX0381 MX0381.The NAVD 88 height was computed by applying the VERTCON shift value to MX0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MX0381.The vertical order pertains to the superseded datum. MX0381 MX0381.The geoid height was determined by GEOID99. MX0381 MX0381; North East Units Estimated Accuracy MX0381;SPC CA 1 - 760,300. 1,940,560. MT (+/- 180 meters Scaled) MX0381 MX0381 SUPERSEDED SURVEY CONTROL MX0381 MX0381 NGVD 29 - 1160.07 (m) 3806.0 (f) RESET 3 MX0381 MX0381.Superseded values are not recommended for survey control. MX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0381.See file dsdata.txt to determine how the superseded data were derived. MX0381 MX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM238137(NAD 83) MX0381_MARKER: DD = SURVEY DISK MX0381_SETTING: 30 = MONUENT MX0381_STAMPING: H 198 RESET 1961 MX0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0381 MX0381 HISTORY - Date Condition Report By MX0381 HISTORY - 1961 MONUMENTED CADH MX0381 HISTORY - 1981 MARK NOT FOUND USGS MX0381 MX0381 STATION DESCRIPTION MX0381 MX0381'DESCRIBED BY CA DIV OF HIGHWAYS 1961 MX0381'7.4 MI SW FROM YREKA. MX0381'THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE BY MX0381'GOING ONE BLOCK EAST ALONG LANE STREET, THENCE 1.8 MILES MX0381'SOUTH ALONG SO. MAIN ST. (U.S. HWY. 99) AND THENCE 5.2 MILES MX0381'SOUTHWEST ALONG STATE HIGHWAY 82. IT IS 93 FEET NORTHEAST OF MX0381'THE CENTERLINE OF THE HIGHWAY, ENGINEERS STATION 561+40+, AND MX0381'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE MX0381'SURFACE OF THE GROUND APPROXIMATELY 16 IN IN DIAMETER AND 2 FT MX0381'DEEP RESTING ON NEARLY SOLID ROCK. MX0381 MX0381 STATION RECOVERY (1981) MX0381 MX0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 MX0381'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH2558 *********************************************************************** AH2558 DESIGNATION - HORNBROOK AZ MK 2 AH2558 PID - AH2558 AH2558 STATE/COUNTY- CA/SISKIYOU AH2558 USGS QUAD - HORNBROOK (1984) AH2558 AH2558 *CURRENT SURVEY CONTROL AH2558 ___________________________________________________________________ AH2558* NAD 83(1986)- 41 53 52. (N) 122 32 37. (W) SCALED AH2558* NAVD 88 - 643.19 (meters) 2110.2 (feet) RESET AH2558 ___________________________________________________________________ AH2558 GEOID HEIGHT- -23.75 (meters) GEOID99 AH2558 AH2558 VERT ORDER - THIRD AH2558 AH2558.The horizontal coordinates were scaled from a topographic map and have AH2558.an estimated accuracy of +/- 6 seconds. AH2558 AH2558.The orthometric height was computed from unverified reset data. AH2558 AH2558.The geoid height was determined by GEOID99. AH2558 AH2558; North East Units Estimated Accuracy AH2558;SPC CA 1 - 784,910. 1,954,890. MT (+/- 180 meters Scaled) AH2558 AH2558 SUPERSEDED SURVEY CONTROL AH2558 AH2558.No superseded survey control is available for this station. AH2558 AH2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM378385(NAD 83) AH2558_MARKER: DR = REFERENCE MARK DISK AH2558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AH2558_STAMPING: HORNBROOK AZ MK 2 1978 AH2558_MARK LOGO: NGS AH2558_PROJECTION: FLUSH AH2558_MAGNETIC: N = NO MAGNETIC MATERIAL AH2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2558+STABILITY: SURFACE MOTION AH2558 AH2558 HISTORY - Date Condition Report By AH2558 HISTORY - 1978 MONUMENTED NGS AH2558 HISTORY - 19780419 GOOD NGS AH2558 AH2558 STATION DESCRIPTION AH2558 AH2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LAC) AH2558'1.0 MILE (1.6 KM) SOSUTHEAST ALONG THE SP CO RR FROM THE ROAD CROSSING AH2558'AT HORNBROOK, AT THE CROSSING OF HORNBROOK-AGER ROAD, 70 FEET (21.3 M) AH2558'NORTH NORTHEAST OF THE CENTER OF THE CROSSING, 59 FEET (18.0 M) NORTH AH2558'OF THE CENTERLINE OF THE ROAD, 58.5 FEET (17.8 M) NORTHEAST OF THE AH2558'NORTHEAST RAIL OF THE TRACK, 33.6 FEET (10.2 M) EAST OF A FENCE AH2558'CORNER, 0.7 FOOT (21.3 CM) SOUTH OF A FENCE LINE, 0.9 FEET (27.4 CM) AH2558'EAST OF A METAL WITNESS POST, ABOUT 4.5 FEET (1.4 M) LOWER THAN THE AH2558'TRACK, AND SCREWED TO THE TOP OF A CAST ALUMINUM MONUMENT WITH AH2558'INTERGRAL MAGNETS SET IN CONCRETE AND PROJECTING 0.1 FOOT (3.0 CM) AH2558'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0376 *********************************************************************** MX0376 DESIGNATION - J 198 RESET 1953 MX0376 PID - MX0376 MX0376 STATE/COUNTY- CA/SISKIYOU MX0376 USGS QUAD - YREKA (1984) MX0376 MX0376 *CURRENT SURVEY CONTROL MX0376 ___________________________________________________________________ MX0376* NAD 83(1986)- 41 40 26. (N) 122 43 46. (W) SCALED MX0376* NAVD 88 - 1222.56 (meters) 4011.0 (feet) RESET MX0376 ___________________________________________________________________ MX0376 GEOID HEIGHT- -23.75 (meters) GEOID99 MX0376 MX0376 VERT ORDER - THIRD MX0376 MX0376.The horizontal coordinates were scaled from a topographic map and have MX0376.an estimated accuracy of +/- 6 seconds. MX0376 MX0376.The orthometric height was computed from unverified reset data. MX0376 MX0376.The geoid height was determined by GEOID99. MX0376 MX0376; North East Units Estimated Accuracy MX0376;SPC CA 1 - 760,150. 1,939,260. MT (+/- 180 meters Scaled) MX0376 MX0376 SUPERSEDED SURVEY CONTROL MX0376 MX0376 NGVD 29 - 1221.48 (m) 4007.5 (f) RESET 3 MX0376 MX0376.Superseded values are not recommended for survey control. MX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0376.See file dsdata.txt to determine how the superseded data were derived. MX0376 MX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM225136(NAD 83) MX0376_MARKER: DD = SURVEY DISK MX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0376_STAMPING: J 198 RESET 1953 MX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0376+STABILITY: SURFACE MOTION MX0376 MX0376 HISTORY - Date Condition Report By MX0376 HISTORY - 1953 MONUMENTED CADH MX0376 MX0376 STATION DESCRIPTION MX0376 MX0376'DESCRIBED BY CA DIV OF HIGHWAYS 1953 MX0376'9.6 MI NE FROM FORT JONES. MX0376'9.6 MILES NORTHEAST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE MX0376'AT FORT JONES, SISKIYOU COUNTY, 9.4 MILES SOUTHWEST OF THE POST MX0376'OFFICE AT YREKA, 72 FEET FROM THE CENTERLINE OF THE HIGHWAY AT MX0376'SURVEY STATION 503+50, 22 FEET EAST OF THE SOUTHEAST CORNER MX0376'OF A CONCRETE CULVERT, 1.5 FEET WEST OF A WHITE WOODEN WITNESS MX0376'POST, AND ABOUT 35 FEET LOWER THAN THE HIGHWAY. A STANDARD MX0376'DISK, STAMPED J 198 RESET 1953 AND SET IN THE TOP OF A CONCRETE MX0376'POST PROJECTING 0.5 FOOT ABOVE GROUND. NOTE-- THIS BENCH MARK MX0376'WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE MX0376'STATE DIVISION OF HIGHWAYS IN OCTOBER 1953. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0430 *********************************************************************** MX0430 DESIGNATION - J 838 MX0430 PID - MX0430 MX0430 STATE/COUNTY- CA/SISKIYOU MX0430 USGS QUAD - FORT JONES (1984) MX0430 MX0430 *CURRENT SURVEY CONTROL MX0430 ___________________________________________________________________ MX0430* NAD 83(1986)- 41 37 27. (N) 122 51 56. (W) SCALED MX0430* NAVD 88 - 831.457 (meters) 2727.87 (feet) ADJUSTED MX0430 ___________________________________________________________________ MX0430 GEOID HEIGHT- -24.18 (meters) GEOID99 MX0430 DYNAMIC HT - 830.989 (meters) 2726.34 (feet) COMP MX0430 MODELED GRAV- 980,032.2 (mgal) NAVD 88 MX0430 MX0430 VERT ORDER - SECOND CLASS 0 MX0430 MX0430.The horizontal coordinates were scaled from a topographic map and have MX0430.an estimated accuracy of +/- 6 seconds. MX0430 MX0430.The orthometric height was determined by differential leveling MX0430.and adjusted by the National Geodetic Survey in June 1991. MX0430 MX0430.The geoid height was determined by GEOID99. MX0430 MX0430.The dynamic height is computed by dividing the NAVD 88 MX0430.geopotential number by the normal gravity value computed on the MX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0430.degrees latitude (g = 980.6199 gals.). MX0430 MX0430.The modeled gravity was interpolated from observed gravity values. MX0430 MX0430; North East Units Estimated Accuracy MX0430;SPC CA 1 - 754,730. 1,927,870. MT (+/- 180 meters Scaled) MX0430 MX0430 SUPERSEDED SURVEY CONTROL MX0430 MX0430 NGVD 29 - 830.444 (m) 2724.55 (f) ADJUSTED 2 0 MX0430 MX0430.Superseded values are not recommended for survey control. MX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0430.See file dsdata.txt to determine how the superseded data were derived. MX0430 MX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM112080(NAD 83) MX0430_MARKER: DB = BENCH MARK DISK MX0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0430_STAMPING: J 838 1947 MX0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0430+STABILITY: SURFACE MOTION MX0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX0430+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002 MX0430 MX0430 HISTORY - Date Condition Report By MX0430 HISTORY - 1947 MONUMENTED CGS MX0430 HISTORY - 20021204 GOOD HARDEY MX0430 MX0430 STATION DESCRIPTION MX0430 MX0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 MX0430'1.9 MI W FROM FORT JONES. MX0430'ABOUT 1.9 MILES WEST ALONG THE SCOTT RIVER ROAD FROM THE POST MX0430'OFFICE AT FORT JONES, AT THE MAIN ENTRANCE TO THE FORT JONES MX0430'AIRPORT, 35.0 FEET SOUTH OF THE CENTER LINE OF THE SCOTT RIVER MX0430'ROAD, 15.5 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO MX0430'THE AIRPORT, 4.1 FEET SOUTHWEST OF A POWER POLE, 2.8 FEET SOUTH MX0430'OF A BOUNDARY FENCE, 2.1 FEET WEST OF THE BASE OF A GUY WIRE MX0430'SUPPORTING THE POWER POLE, SET IN THE TOP OF A CONCRETE POST MX0430'PROJECTING 0.4 FOOT ABOVE THE GROUND. MX0430 MX0430 STATION RECOVERY (2002) MX0430 MX0430'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0430'LAT 41-37-27.46 LON -122-51-56.45 MX0430'4' SSE OF POWERPOLE 5/24 MX0430'350' SE FROM MILEPOST 2 MX0430'131.7' AZ 167.5 FROM RADIAL IRRIGATING RIG PIVOT POINT 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0515 *********************************************************************** MX0515 DESIGNATION - K 117 RESET 1975 MX0515 PID - MX0515 MX0515 STATE/COUNTY- CA/SISKIYOU MX0515 USGS QUAD - HAMBURG (1980) MX0515 MX0515 *CURRENT SURVEY CONTROL MX0515 ___________________________________________________________________ MX0515* NAD 83(1986)- 41 47 47. (N) 123 05 38. (W) SCALED MX0515* NAVD 88 - 465.40 (meters) 1526.9 (feet) RESET MX0515 ___________________________________________________________________ MX0515 GEOID HEIGHT- -24.68 (meters) GEOID99 MX0515 MX0515 VERT ORDER - THIRD MX0515 MX0515.The horizontal coordinates were scaled from a topographic map and have MX0515.an estimated accuracy of +/- 6 seconds. MX0515 MX0515.The orthometric height was computed from unverified reset data. MX0515.No vertical observational check was made to the station. MX0515 MX0515.The geoid height was determined by GEOID99. MX0515 MX0515; North East Units Estimated Accuracy MX0515;SPC CA 1 - 774,070. 1,909,080. MT (+/- 180 meters Scaled) MX0515 MX0515 SUPERSEDED SURVEY CONTROL MX0515 MX0515 NGVD 29 - 464.39 (m) 1523.6 (f) RESET 3 MX0515 MX0515.Superseded values are not recommended for survey control. MX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0515.See file dsdata.txt to determine how the superseded data were derived. MX0515 MX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM922271(NAD 83) MX0515_MARKER: DB = BENCH MARK DISK MX0515_SETTING: 80 = SET IN A BOULDER MX0515_STAMPING: K 117 RESET 1975 MX0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0515+STABILITY: SURFACE MOTION MX0515 MX0515 HISTORY - Date Condition Report By MX0515 HISTORY - 1975 MONUMENTED CADT MX0515 MX0515 STATION DESCRIPTION MX0515 MX0515'DESCRIBED BY CALTRANS 1975 MX0515'2.3 MI W FROM HAMBURG. MX0515'2.3 MILES WEST ALONG HIGHWAY 96 FROM HAMBURG, SISKIYOU COUNTY, MX0515'54.5 FEET NORTH AND 10 FEET LOWER THAN THE CENTER OF THE HIGHWAY, MX0515'24 FEET NORTHEAST OF THE OUTLET OF A 30-INCH CULVERT, 21.4 FEET MX0515'NORTHEAST OF THE OUTLET OF AN 8-INCH CULVERT, AND IN THE TOP MX0515'OF A 5 FT X 7 FT BOULDER PROJECTING 3 FEET ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0431 *********************************************************************** MX0431 DESIGNATION - K 838 MX0431 PID - MX0431 MX0431 STATE/COUNTY- CA/SISKIYOU MX0431 USGS QUAD - INDIAN CREEK BALDY (1984) MX0431 MX0431 *CURRENT SURVEY CONTROL MX0431 ___________________________________________________________________ MX0431* NAD 83(1986)- 41 37 36. (N) 122 52 12. (W) SCALED MX0431* NAVD 88 - 830.444 (meters) 2724.55 (feet) ADJUSTED MX0431 ___________________________________________________________________ MX0431 GEOID HEIGHT- -24.19 (meters) GEOID99 MX0431 DYNAMIC HT - 829.976 (meters) 2723.01 (feet) COMP MX0431 MODELED GRAV- 980,032.7 (mgal) NAVD 88 MX0431 MX0431 VERT ORDER - SECOND CLASS 0 MX0431 MX0431.The horizontal coordinates were scaled from a topographic map and have MX0431.an estimated accuracy of +/- 6 seconds. MX0431 MX0431.The orthometric height was determined by differential leveling MX0431.and adjusted by the National Geodetic Survey in June 1991. MX0431 MX0431.The geoid height was determined by GEOID99. MX0431 MX0431.The dynamic height is computed by dividing the NAVD 88 MX0431.geopotential number by the normal gravity value computed on the MX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0431.degrees latitude (g = 980.6199 gals.). MX0431 MX0431.The modeled gravity was interpolated from observed gravity values. MX0431 MX0431; North East Units Estimated Accuracy MX0431;SPC CA 1 - 755,020. 1,927,500. MT (+/- 180 meters Scaled) MX0431 MX0431 SUPERSEDED SURVEY CONTROL MX0431 MX0431 NGVD 29 - 829.429 (m) 2721.22 (f) ADJUSTED 2 0 MX0431 MX0431.Superseded values are not recommended for survey control. MX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0431.See file dsdata.txt to determine how the superseded data were derived. MX0431 MX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM108083(NAD 83) MX0431_MARKER: DB = BENCH MARK DISK MX0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0431_STAMPING: K 838 1947 MX0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0431+STABILITY: SURFACE MOTION MX0431 MX0431 HISTORY - Date Condition Report By MX0431 HISTORY - 1947 MONUMENTED CGS MX0431 HISTORY - 20021204 MARK NOT FOUND HARDEY MX0431 MX0431 STATION DESCRIPTION MX0431 MX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 MX0431'2.2 MI W FROM FORT JONES. MX0431'ABOUT 2.2 MILES WEST ALONG THE SCOTT RIVER ROAD FROM THE POST MX0431'OFFICE AT FORT JONES, AT THE NORTHWEST CORNER OF THE FORT JONES MX0431'AIRPORT, 32.6 FEET SOUTH OF THE CENTER LINE OF THE SCOTT RIVER MX0431'ROAD, 11.8 FEET EAST OF THE CENTER OF A LARGE WOODEN GATE, MX0431'4.0 FEET EAST OF A CORNER FENCE POST AT A T IN THE FENCE, 0.7 MX0431'FOOT NORTH OF A BOUNDARY FENCE, SET IN THE TOP OF A CONCRETE MX0431'POST PROJECTING 0.3 FOOT ABOVE THE GROUND. WITNESS POST SET 2.4 MX0431'FEET WEST OF THE STATION. MX0431 MX0431 STATION RECOVERY (2002) MX0431 MX0431'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0431'NO AIRPORT, NO GATE, NO FENCE, NO WITNESS POST. MX0431'BELIEVE TO BE DESTROYED BY FARMING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0368 *********************************************************************** MX0368 DESIGNATION - K 864 RESET 1955 MX0368 PID - MX0368 MX0368 STATE/COUNTY- CA/SISKIYOU MX0368 USGS QUAD - FORT JONES (1984) MX0368 MX0368 *CURRENT SURVEY CONTROL MX0368 ___________________________________________________________________ MX0368* NAD 83(1986)- 41 37 22. (N) 122 48 35. (W) SCALED MX0368* NAVD 88 - 860.21 (meters) 2822.2 (feet) RESET MX0368 ___________________________________________________________________ MX0368 GEOID HEIGHT- -24.03 (meters) GEOID99 MX0368 MX0368 VERT ORDER - THIRD MX0368 MX0368.The horizontal coordinates were scaled from a topographic map and have MX0368.an estimated accuracy of +/- 6 seconds. MX0368 MX0368.The orthometric height was computed from unverified reset data. MX0368 MX0368.The geoid height was determined by GEOID99. MX0368 MX0368; North East Units Estimated Accuracy MX0368;SPC CA 1 - 754,540. 1,932,520. MT (+/- 180 meters Scaled) MX0368 MX0368 SUPERSEDED SURVEY CONTROL MX0368 MX0368 NGVD 29 - 859.19 (m) 2818.9 (f) RESET 3 MX0368 MX0368.Superseded values are not recommended for survey control. MX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0368.See file dsdata.txt to determine how the superseded data were derived. MX0368 MX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM158079(NAD 83) MX0368_MARKER: DD = SURVEY DISK MX0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0368_STAMPING: K 864 RESET 1955 MX0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0368+STABILITY: SURFACE MOTION MX0368 MX0368 HISTORY - Date Condition Report By MX0368 HISTORY - 1955 MONUMENTED CADH MX0368 MX0368 STATION DESCRIPTION MX0368 MX0368'DESCRIBED BY CA DIV OF HIGHWAYS 1955 MX0368'2.5 MI NE FROM FORT JONES. MX0368'2.5 MILES NORTHEAST ALONG STATE HIGWHAY 82 FROM THE POST OFFICE MX0368'AT FORT JONES, SISKIYOU COUNTY, AT THE T-JUNCTION OF A GRAVEL MX0368'ROAD LEADING SOUTH TO A FARMHOUSE, 50 FEET WEST OF THE CENTER OF MX0368'THE JUNCTION, 48 FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY, MX0368'10 FEET SOUTH OF A 10-INCH OAK TREE, 2 FEET NORTH OF THE SOUTH MX0368'RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS MX0368'POST. A STANDARD DISK, STAMPED K 864 RESET 1955 AND SET IN THE MX0368'TOP OF A CONCRETE POST. NOTE-- THIS BENCH MARK WAS ESTABLISHED MX0368'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE DIVISION MX0368'OF HIGHWAYS IN JUNE 1955. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MW0262 *********************************************************************** MW0262 DESIGNATION - L 280 RESET MW0262 PID - MW0262 MW0262 STATE/COUNTY- CA/SISKIYOU MW0262 USGS QUAD - TULELAKE (1988) MW0262 MW0262 *CURRENT SURVEY CONTROL MW0262 ___________________________________________________________________ MW0262* NAD 83(1986)- 41 56 23. (N) 121 27 16. (W) SCALED MW0262* NAVD 88 - 1230.27 (meters) 4036.3 (feet) RESET MW0262 ___________________________________________________________________ MW0262 GEOID HEIGHT- -22.86 (meters) GEOID99 MW0262 MW0262 VERT ORDER - THIRD MW0262 MW0262.The horizontal coordinates were scaled from a topographic map and have MW0262.an estimated accuracy of +/- 6 seconds. MW0262 MW0262.The orthometric height was computed from unverified reset data. MW0262 MW0262.The geoid height was determined by GEOID99. MW0262 MW0262; North East Units Estimated Accuracy MW0262;SPC CA 1 - 789,570. 2,045,250. MT (+/- 180 meters Scaled) MW0262 MW0262 SUPERSEDED SURVEY CONTROL MW0262 MW0262 NGVD 29 - 1229.17 (m) 4032.7 (f) RESET 3 MW0262 MW0262.Superseded values are not recommended for survey control. MW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MW0262.See file dsdata.txt to determine how the superseded data were derived. MW0262 MW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFM281442(NAD 83) MW0262_MARKER: DB = BENCH MARK DISK MW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MW0262_STAMPING: L 280 1946 MW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MW0262+STABILITY: SURFACE MOTION MW0262 MW0262 HISTORY - Date Condition Report By MW0262 HISTORY - 1946 MONUMENTED CGS MW0262 HISTORY - 1954 GOOD NGS MW0262 MW0262 STATION DESCRIPTION MW0262 MW0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 MW0262'1.5 MI SE FROM TULE LAKE. MW0262'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD MW0262'FROM THE STATION AT TULE LAKE, SISKIYOU COUNTY, AT COUNTY-ROAD MW0262'CROSSING 528.2, AT STATION 1416+28.0, 50 FEET NORTHEAST OF THE MW0262'CENTERLINE OF THE TRACK, 39 FEET FROM THE EDGE OF THE HIGHWAY, 4 MW0262'FEET FROM A POWER POLE, AND NEAR A WHITE WOODEN WITNESS POST. A MW0262'STANDARD DISK, STAMPED L 280 1946 AND SET IN THE TOP OF A CONCRETE MW0262'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0473 *********************************************************************** MX0473 DESIGNATION - L 861 RESET 1959 MX0473 PID - MX0473 MX0473 STATE/COUNTY- CA/SISKIYOU MX0473 USGS QUAD - HAPPY CAMP (1980) MX0473 MX0473 *CURRENT SURVEY CONTROL MX0473 ___________________________________________________________________ MX0473* NAD 83(1986)- 41 51 32. (N) 123 24 07. (W) SCALED MX0473* NAVD 88 - 427.57 (meters) 1402.8 (feet) RESET MX0473 ___________________________________________________________________ MX0473 GEOID HEIGHT- -25.05 (meters) GEOID99 MX0473 MX0473 VERT ORDER - THIRD MX0473 MX0473.The horizontal coordinates were scaled from a topographic map and have MX0473.an estimated accuracy of +/- 6 seconds. MX0473 MX0473.The orthometric height was computed from unverified reset data. MX0473.No vertical observational check was made to the station. MX0473 MX0473.The geoid height was determined by GEOID99. MX0473 MX0473; North East Units Estimated Accuracy MX0473;SPC CA 1 - 781,380. 1,883,590. MT (+/- 180 meters Scaled) MX0473 MX0473 SUPERSEDED SURVEY CONTROL MX0473 MX0473 NGVD 29 - 426.54 (m) 1399.4 (f) RESET 3 MX0473 MX0473.Superseded values are not recommended for survey control. MX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0473.See file dsdata.txt to determine how the superseded data were derived. MX0473 MX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM666341(NAD 83) MX0473_MARKER: DB = BENCH MARK DISK MX0473_SETTING: 30 = CULVERT MX0473_STAMPING: L 861 1949 RESET 1959 MX0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0473 MX0473 HISTORY - Date Condition Report By MX0473 HISTORY - 1959 MONUMENTED CGS MX0473 HISTORY - 1974 GOOD USGS MX0473 MX0473 STATION DESCRIPTION MX0473 MX0473'DESCRIBED BY US GEOLOGICAL SURVEY 1974 MX0473'5.5 MI N FROM HAPPY CAMP. MX0473'5.0 MILES NORTH ALONG THE INDIAN CREEK ROAD FROM THE POST OFFICE MX0473'AT HAPPY CAMP, 390 FEET SOUTH OF THE T JUNCTION OF A ROAD LEADING MX0473'TO GRAY EAGLE COPPER MINE, AT THE CONCRETE BOX CULVERT OVER MX0473'LUTHER GULCH, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL, MX0473'16 FEET EAST OF THE CENTERLINE OF THE ROAD, 3.2 FEET LOWER THAN MX0473'THE TOP OF THE HEADWALL AND ABOUT 4.4 FEET LOWER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0341 *********************************************************************** MX0341 DESIGNATION - L 866 RESET 1962 MX0341 PID - MX0341 MX0341 STATE/COUNTY- CA/SISKIYOU MX0341 USGS QUAD - GREENVIEW (1984) MX0341 MX0341 *CURRENT SURVEY CONTROL MX0341 ___________________________________________________________________ MX0341* NAD 83(1986)- 41 30 29. (N) 122 54 25. (W) SCALED MX0341* NAVD 88 - 865.74 (meters) 2840.3 (feet) RESET MX0341 ___________________________________________________________________ MX0341 GEOID HEIGHT- -24.15 (meters) GEOID99 MX0341 MX0341 VERT ORDER - THIRD MX0341 MX0341.The horizontal coordinates were scaled from a topographic map and have MX0341.an estimated accuracy of +/- 6 seconds. MX0341 MX0341.The orthometric height was computed from unverified reset data. MX0341 MX0341.The geoid height was determined by GEOID99. MX0341 MX0341; North East Units Estimated Accuracy MX0341;SPC CA 1 - 741,870. 1,924,290. MT (+/- 180 meters Scaled) MX0341 MX0341 SUPERSEDED SURVEY CONTROL MX0341 MX0341 NGVD 29 - 864.72 (m) 2837.0 (f) RESET 3 MX0341 MX0341.Superseded values are not recommended for survey control. MX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0341.See file dsdata.txt to determine how the superseded data were derived. MX0341 MX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL077951(NAD 83) MX0341_MARKER: DD = SURVEY DISK MX0341_SETTING: 30 = MONUMENT MX0341_STAMPING: L 866 RESET 1962 MX0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0341 MX0341 HISTORY - Date Condition Report By MX0341 HISTORY - 1962 MONUMENTED CADH MX0341 MX0341 STATION DESCRIPTION MX0341 MX0341'DESCRIBED BY CA DIV OF HIGHWAYS 1962 MX0341'3 MI S FROM GREENVIEW. MX0341'2.95 MILES SOUTH ALONG STATE ROUTE 82 FROM POST OFFICE AT MX0341'GREENVIEW, 4.0 MILE NORTH OF ETNA, AT A T JUNCTION OF THE MX0341'FENCE LINES, 195 FEET NORTH OF THE WEST END OF 24 IN PIPE MX0341'CULVERT, 2.0 FEET NORTHWEST OF JUNCTION OF FENCES, 51.5 FEET MX0341'WEST OF CENTERLINE OF HIGHWAY AT STATION 185+07, 52 FEET NORTH MX0341'OF A TELEPHONE POLE, APPROXIMATELY LEVEL WITH THE HIGHWAY AND MX0341'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.1 FOOT ABOVE MX0341'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0140 *********************************************************************** MX0140 DESIGNATION - M 494 MX0140 PID - MX0140 MX0140 STATE/COUNTY- CA/SISKIYOU MX0140 USGS QUAD - MOUNT EDDY (1986) MX0140 MX0140 *CURRENT SURVEY CONTROL MX0140 ___________________________________________________________________ MX0140* NAD 83(1986)- 41 21 54. (N) 122 23 05. (W) SCALED MX0140* NAVD 88 - 1159.925 (meters) 3805.52 (feet) ADJUSTED MX0140 ___________________________________________________________________ MX0140 GEOID HEIGHT- -23.44 (meters) GEOID99 MX0140 DYNAMIC HT - 1159.175 (meters) 3803.06 (feet) COMP MX0140 MODELED GRAV- 979,936.2 (mgal) NAVD 88 MX0140 MX0140 VERT ORDER - FIRST CLASS II MX0140 MX0140.The horizontal coordinates were scaled from a topographic map and have MX0140.an estimated accuracy of +/- 6 seconds. MX0140 MX0140.The orthometric height was determined by differential leveling MX0140.and adjusted by the National Geodetic Survey in June 1991. MX0140 MX0140.The geoid height was determined by GEOID99. MX0140 MX0140.The dynamic height is computed by dividing the NAVD 88 MX0140.geopotential number by the normal gravity value computed on the MX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0140.degrees latitude (g = 980.6199 gals.). MX0140 MX0140.The modeled gravity was interpolated from observed gravity values. MX0140 MX0140; North East Units Estimated Accuracy MX0140;SPC CA 1 - 725,670. 1,967,810. MT (+/- 180 meters Scaled) MX0140 MX0140 SUPERSEDED SURVEY CONTROL MX0140 MX0140 NGVD 29 - 1158.804 (m) 3801.84 (f) ADJUSTED 1 2 MX0140 MX0140.Superseded values are not recommended for survey control. MX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0140.See file dsdata.txt to determine how the superseded data were derived. MX0140 MX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL514794(NAD 83) MX0140_MARKER: DB = BENCH MARK DISK MX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0140_STAMPING: M 494 1954 MX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0140+STABILITY: SURFACE MOTION MX0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX0140+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002 MX0140 MX0140 HISTORY - Date Condition Report By MX0140 HISTORY - 1954 MONUMENTED CGS MX0140 HISTORY - 20021126 GOOD HARDEY MX0140 MX0140 STATION DESCRIPTION MX0140 MX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 MX0140'2.8 MI SW FROM BLACK BUTTE. MX0140'2.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD MX0140'FROM THE STATION AT BLACK BUTTE, 6 TELEPHONE POLES NORTH AND MX0140'ACROSS THE TRACK FROM THE DEETZ SIDING SIGN, 5 RAILS NORTHEAST OF MX0140'THE NORTH END OF THE DEETZ SIDING, AT THE CROSSING OF A PAVED MX0140'ROAD (CROSSING 342.4), 85.4 FEET NORTHEAST OF THE NORTHEAST MX0140'CORNER OF A METAL TELEPHONE BOOTH, 62.7 FEET EAST OF THE EAST MX0140'RAIL, 43 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2 MX0140'FEET NORTH OF A TELEPHONE POLE WITH 3 GUY WIRES, ABOUT 1 FOOT MX0140'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST MX0140'PROJECTING 0.4 FOOT ABOVE THE GROUND. MX0140 MX0140 STATION RECOVERY (2002) MX0140 MX0140'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0140'LAT 41-21-53.1, LON 122-23-05.0 MX0140'43.5' NORTHEAST OF DEETZ ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0365 *********************************************************************** MX0365 DESIGNATION - M 864 MX0365 PID - MX0365 MX0365 STATE/COUNTY- CA/SISKIYOU MX0365 USGS QUAD - FORT JONES (1984) MX0365 MX0365 *CURRENT SURVEY CONTROL MX0365 ___________________________________________________________________ MX0365* NAD 83(1986)- 41 36 37. (N) 122 50 24. (W) SCALED MX0365* NAVD 88 - 835.400 (meters) 2740.81 (feet) ADJUSTED MX0365 ___________________________________________________________________ MX0365 GEOID HEIGHT- -24.14 (meters) GEOID99 MX0365 DYNAMIC HT - 834.927 (meters) 2739.26 (feet) COMP MX0365 MODELED GRAV- 980,028.9 (mgal) NAVD 88 MX0365 MX0365 VERT ORDER - SECOND CLASS 0 MX0365 MX0365.The horizontal coordinates were scaled from a topographic map and have MX0365.an estimated accuracy of +/- 6 seconds. MX0365 MX0365.The orthometric height was determined by differential leveling MX0365.and adjusted by the National Geodetic Survey in June 1991. MX0365 MX0365.The geoid height was determined by GEOID99. MX0365 MX0365.The dynamic height is computed by dividing the NAVD 88 MX0365.geopotential number by the normal gravity value computed on the MX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0365.degrees latitude (g = 980.6199 gals.). MX0365 MX0365.The modeled gravity was interpolated from observed gravity values. MX0365 MX0365; North East Units Estimated Accuracy MX0365;SPC CA 1 - 753,170. 1,929,980. MT (+/- 180 meters Scaled) MX0365 MX0365 SUPERSEDED SURVEY CONTROL MX0365 MX0365 NGVD 29 - 834.382 (m) 2737.47 (f) ADJUSTED 2 0 MX0365 MX0365.Superseded values are not recommended for survey control. MX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0365.See file dsdata.txt to determine how the superseded data were derived. MX0365 MX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM133065(NAD 83) MX0365_MARKER: DB = BENCH MARK DISK MX0365_SETTING: 30 = FOUNDATION MX0365_STAMPING: M 864 1952 MX0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MX0365+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2002 MX0365 MX0365 HISTORY - Date Condition Report By MX0365 HISTORY - 1952 MONUMENTED CGS MX0365 HISTORY - 20021204 GOOD HARDEY MX0365 MX0365 STATION DESCRIPTION MX0365 MX0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 MX0365'AT FORT JONES. MX0365'0.3 MILE NORTH ALONG THE FORT JONES - YREKA ROAD (STATE ROUTE 82) MX0365'FROM THE POST OFFICE AT FORT JONES, AT THE STATE DIVISION OF THE MX0365'FORESTRY RANGER STATION, SET IN TOP OF THE NORTH ONE OF TWIN MX0365'CONCRETE FOUNDATIONS FOR FLAG POLES, 153.9 FEET EAST OF THE MX0365'CENTER OF THE DOOR TO THE OFFICE BUILDING, 56.1/2 FEET WEST OF MX0365'THE CENTER LINE OF THE MAIN ROAD, 26.0 FEET NORTHWEST OF THE MX0365'POLE SUPPORTING FORT JONES RANGER STATION SIGN, 20.0 FEET EAST MX0365'OF THE CENTER LINE OF THE DRIVEWAY, 0.7 FOOT NORTHEAST OF THE MX0365'FLAG POLE, AND ABOUT LEVEL WITH THE ROAD. MX0365 MX0365 STATION RECOVERY (2002) MX0365 MX0365'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0365'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0345 *********************************************************************** MX0345 DESIGNATION - M 866 RESET 1962 MX0345 PID - MX0345 MX0345 STATE/COUNTY- CA/SISKIYOU MX0345 USGS QUAD - GREENVIEW (1984) MX0345 MX0345 *CURRENT SURVEY CONTROL MX0345 ___________________________________________________________________ MX0345* NAD 83(1986)- 41 32 11. (N) 122 54 21. (W) SCALED MX0345* NAVD 88 - 857.39 (meters) 2813.0 (feet) RESET MX0345 ___________________________________________________________________ MX0345 GEOID HEIGHT- -24.20 (meters) GEOID99 MX0345 MX0345 VERT ORDER - THIRD MX0345 MX0345.The horizontal coordinates were scaled from a topographic map and have MX0345.an estimated accuracy of +/- 6 seconds. MX0345 MX0345.The orthometric height was computed from unverified reset data. MX0345 MX0345.The geoid height was determined by GEOID99. MX0345 MX0345; North East Units Estimated Accuracy MX0345;SPC CA 1 - 745,020. 1,924,410. MT (+/- 180 meters Scaled) MX0345 MX0345 SUPERSEDED SURVEY CONTROL MX0345 MX0345 NGVD 29 - 856.38 (m) 2809.6 (f) RESET 3 MX0345 MX0345.Superseded values are not recommended for survey control. MX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0345.See file dsdata.txt to determine how the superseded data were derived. MX0345 MX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL078983(NAD 83) MX0345_MARKER: DD = SURVEY DISK MX0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0345_STAMPING: M 866 RESET 1962 MX0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0345+STABILITY: SURFACE MOTION MX0345 MX0345 HISTORY - Date Condition Report By MX0345 HISTORY - 1962 MONUMENTED CADH MX0345 HISTORY - 1981 GOOD LOCSUR MX0345 MX0345 STATION DESCRIPTION MX0345 MX0345'DESCRIBED BY CA DIV OF HIGHWAYS 1962 MX0345'1 MI S FROM GREENVIEW. MX0345'0.95 MILE SOUTH ALONG STATE ROUTE 82 FROM POST OFFICE IN MX0345'GREENVIEW, AT A T JUNCTION OF A GRAVEL ROAD LEADING EAST TO A MX0345'FARM, 100 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 50 MX0345'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION 287+37, MX0345'1.5 FEET WEST AT A FENCE LINE, APPROXIMATELY LEVEL WITH THE MX0345'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT MX0345'ABOVE GROUND. MX0345 MX0345 STATION RECOVERY (1981) MX0345 MX0345'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 MX0345'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0141 *********************************************************************** MX0141 DESIGNATION - N 494 MX0141 PID - MX0141 MX0141 STATE/COUNTY- CA/SISKIYOU MX0141 USGS QUAD - HOTLUM (1986) MX0141 MX0141 *CURRENT SURVEY CONTROL MX0141 ___________________________________________________________________ MX0141* NAD 83(1986)- 41 22 34. (N) 122 22 26. (W) SCALED MX0141* NAVD 88 - 1181.445 (meters) 3876.12 (feet) ADJUSTED MX0141 ___________________________________________________________________ MX0141 GEOID HEIGHT- -23.47 (meters) GEOID99 MX0141 DYNAMIC HT - 1180.684 (meters) 3873.63 (feet) COMP MX0141 MODELED GRAV- 979,938.4 (mgal) NAVD 88 MX0141 MX0141 VERT ORDER - FIRST CLASS II MX0141 MX0141.The horizontal coordinates were scaled from a topographic map and have MX0141.an estimated accuracy of +/- 6 seconds. MX0141 MX0141.The orthometric height was determined by differential leveling MX0141.and adjusted by the National Geodetic Survey in June 1991. MX0141 MX0141.The geoid height was determined by GEOID99. MX0141 MX0141.The dynamic height is computed by dividing the NAVD 88 MX0141.geopotential number by the normal gravity value computed on the MX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MX0141.degrees latitude (g = 980.6199 gals.). MX0141 MX0141.The modeled gravity was interpolated from observed gravity values. MX0141 MX0141; North East Units Estimated Accuracy MX0141;SPC CA 1 - 726,900. 1,968,720. MT (+/- 180 meters Scaled) MX0141 MX0141 SUPERSEDED SURVEY CONTROL MX0141 MX0141 NGVD 29 - 1180.324 (m) 3872.45 (f) ADJUSTED 1 2 MX0141 MX0141.Superseded values are not recommended for survey control. MX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0141.See file dsdata.txt to determine how the superseded data were derived. MX0141 MX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL523806(NAD 83) MX0141_MARKER: DB = BENCH MARK DISK MX0141_SETTING: 38 = PIER MX0141_STAMPING: N 494 1954 MX0141_MARK LOGO: CGS MX0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0141 MX0141 HISTORY - Date Condition Report By MX0141 HISTORY - 1954 MONUMENTED CGS MX0141 HISTORY - 1988 GOOD NGS MX0141 HISTORY - 20021126 MARK NOT FOUND HARDEY MX0141 MX0141 STATION DESCRIPTION MX0141 MX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 MX0141'1.8 MI SW FROM BLACK BUTTE. MX0141'1.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD MX0141'FROM THE STATION AT BLACK BUTTE, 11 1/2 RAILS NORTHWEST OF A MX0141'CROSSING OF A GRAVELED ROAD (CROSSING 343.4), AT A CONCRETE BRIDGE MX0141'UNDER U.S. HIGHWAY 99, SET VERTICALLY IN THE EAST FACE OF THE MX0141'WEST CONCRETE PIER, 24.1 FEET WEST OF THE WEST RAIL, 2.5 FEET MX0141'SOUTH OF THE NORTH END OF THE PIER, 2.5 FEET ABOVE THE GROUND, MX0141'AND ABOUT 1 FOOT HIGHER THAN THE TRACK. MX0141 MX0141 STATION RECOVERY (1988) MX0141 MX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MX0141'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 5.0 KM MX0141'(3.10 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 5 FROM ITS JUNCTION MX0141'WITH WEED BOULEVARD IN WEED, SET VERTICALLY IN THE SOUTH FACE OF THE MX0141'FIRST PIER SOUTH OF THE NORTH ABUTMENT OF THE SOUTHBOUND LANES OF THE MX0141'HIGHWAY OVERPASS OVER THE SOUTHERN PACIFIC RAILROAD, 6.8 M (22.3 FT) MX0141'NORTHWEST OF THE NEAR RAIL, 4.0 M (13.1 FT) EAST OF THE CENTER OF THE MX0141'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6 FT) WEST OF THE EAST MX0141'END OF THE PIER. MX0141'THE MARK IS 0.8 M ABOVE THE GROUND. MX0141 MX0141 STATION RECOVERY (2002) MX0141 MX0141'RECOVERY NOTE BY HARDEY ENGINEERING AND ASSOCIATES 2002 (WPC) MX0141'MARK IS BELIEVED TO BE DESTROYED (ENCASED IN CONCRETE REINFORCEMENT). 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0492 *********************************************************************** MX0492 DESIGNATION - Q 116 RESET 1965 MX0492 PID - MX0492 MX0492 STATE/COUNTY- CA/SISKIYOU MX0492 USGS QUAD - CLEAR CREEK (1981) MX0492 MX0492 *CURRENT SURVEY CONTROL MX0492 ___________________________________________________________________ MX0492* NAD 83(1986)- 41 42 34. (N) 123 26 58. (W) SCALED MX0492* NAVD 88 - 299.07 (meters) 981.2 (feet) RESET MX0492 ___________________________________________________________________ MX0492 GEOID HEIGHT- -25.63 (meters) GEOID99 MX0492 MX0492 VERT ORDER - THIRD MX0492 MX0492.The horizontal coordinates were scaled from a topographic map and have MX0492.an estimated accuracy of +/- 6 seconds. MX0492 MX0492.The orthometric height was computed from unverified reset data. MX0492.No vertical observational check was made to the station. MX0492 MX0492.The geoid height was determined by GEOID99. MX0492 MX0492; North East Units Estimated Accuracy MX0492;SPC CA 1 - 764,850. 1,879,370. MT (+/- 180 meters Scaled) MX0492 MX0492 SUPERSEDED SURVEY CONTROL MX0492 MX0492 NGVD 29 - 298.06 (m) 977.9 (f) RESET 3 MX0492 MX0492.Superseded values are not recommended for survey control. MX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0492.See file dsdata.txt to determine how the superseded data were derived. MX0492 MX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM626176(NAD 83) MX0492_MARKER: DB = BENCH MARK DISK MX0492_SETTING: 36 = BRIDGE MX0492_STAMPING: Q 116 RESET 1965 MX0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0492 MX0492 HISTORY - Date Condition Report By MX0492 HISTORY - 1965 MONUMENTED CGS MX0492 HISTORY - 1971 GOOD NGS MX0492 HISTORY - 1975 GOOD USGS MX0492 MX0492 STATION DESCRIPTION MX0492 MX0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MX0492'9.3 MI SW FROM HAPPY CAMP. MX0492'9.3 MILES SOUTHWEST ALONG HIGHWAY 96, FROM THE INTERSECTION OF MX0492'DAVIS ROAD AND HIGHWAY 96 IN HAPPY CAMP, AT THE SOUTHWEST END OF MX0492'CLEAR CREEK BRIDGE. 15.5 FEET WEST OF THE CENTERLINE OF THE MX0492'HIGHWAY. A STANDARD DISK, STAMPED Q 116 RESET 1965 SET IN MX0492'BRIDGE CURB. MX0492 MX0492 STATION RECOVERY (1975) MX0492 MX0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 MX0492'ABOUT 8.6 MI SW. ALONG STATE HWY. 96 FROM HAPPY CAMP, AT BRIDGE OVER MX0492'CLEAR CREEK, IN CURB PORTION OF UP-STREAM BARRIER RAILING AT CENTER MX0492'OF SOUTH ABUTMENT STANDARD DISK STAMPED 'Q 116 RESET 1965'. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0437 *********************************************************************** MX0437 DESIGNATION - Q 838 RESET 1958 MX0437 PID - MX0437 MX0437 STATE/COUNTY- CA/SISKIYOU MX0437 USGS QUAD - RUSSELL PEAK (1984) MX0437 MX0437 *CURRENT SURVEY CONTROL MX0437 ___________________________________________________________________ MX0437* NAD 83(1986)- 41 38 07. (N) 122 57 49. (W) SCALED MX0437* NAVD 88 - 816.05 (meters) 2677.3 (feet) RESET MX0437 ___________________________________________________________________ MX0437 GEOID HEIGHT- -24.27 (meters) GEOID99 MX0437 MX0437 VERT ORDER - THIRD MX0437 MX0437.The horizontal coordinates were scaled from a topographic map and have MX0437.an estimated accuracy of +/- 6 seconds. MX0437 MX0437.The orthometric height was computed from unverified reset data. MX0437.No vertical observational check was made to the station. MX0437 MX0437.The geoid height was determined by GEOID99. MX0437 MX0437; North East Units Estimated Accuracy MX0437;SPC CA 1 - 756,050. 1,919,710. MT (+/- 180 meters Scaled) MX0437 MX0437 SUPERSEDED SURVEY CONTROL MX0437 MX0437 NGVD 29 - 815.03 (m) 2674.0 (f) RESET 3 MX0437 MX0437.Superseded values are not recommended for survey control. MX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0437.See file dsdata.txt to determine how the superseded data were derived. MX0437 MX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM030092(NAD 83) MX0437_MARKER: DB = BENCH MARK DISK MX0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0437_STAMPING: Q 838 RESET 1958 MX0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0437+STABILITY: SURFACE MOTION MX0437 MX0437 HISTORY - Date Condition Report By MX0437 HISTORY - 1958 MONUMENTED CA-093 MX0437 MX0437 STATION DESCRIPTION MX0437 MX0437'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1958 MX0437'7.6 MI W FROM FORT JONES. MX0437'7.62 MILES WEST ALONG SCOTT RIVER ROAD FROM THE POST OFFICE AT MX0437'FORT JONES, 0.57 MILE WEST OF MEAMBER GRAMMAR SCHOOL, WHICH IS MX0437'LOCATED AT THE JUNCTION OF SCOTT RIVER ROAD AND A ROAD LEADING MX0437'SOUTHWEST TO QUARTZ VALLEY, 25.3 FEET NORTH OF THE CENTER LINE MX0437'OF SCOTT RIVER ROAD, 70 FEET N 40 W FROM ROAD SIGN OPEN STOCK MX0437'RANGE, AND 9 FEET S 2 1/2 E FROM AN 18-INCH YELLOW PINE TREE. IT MX0437'IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE MX0437'GROUND AND APPROXIMATELY 4.5 FEET ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4352 *********************************************************************** AA4352 DESIGNATION - R 864 RESET AA4352 PID - AA4352 AA4352 STATE/COUNTY- CA/SISKIYOU AA4352 USGS QUAD - FORT JONES (1984) AA4352 AA4352 *CURRENT SURVEY CONTROL AA4352 ___________________________________________________________________ AA4352* NAD 83(1986)- 41 34 11. (N) 122 51 09. (W) SCALED AA4352* NAVD 88 - 831.35 (+/-2cm) 2727.5 (feet) VERTCON AA4352 ___________________________________________________________________ AA4352 GEOID HEIGHT- -24.16 (meters) GEOID99 AA4352 AA4352 VERT ORDER - THIRD (See Below) AA4352 AA4352.The horizontal coordinates were scaled from a topographic map and have AA4352.an estimated accuracy of +/- 6 seconds. AA4352 AA4352.The NAVD 88 height was computed by applying the VERTCON shift value to AA4352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4352.The vertical order pertains to the superseded datum. AA4352 AA4352.The geoid height was determined by GEOID99. AA4352 AA4352; North East Units Estimated Accuracy AA4352;SPC CA 1 - 748,680. 1,928,900. MT (+/- 180 meters Scaled) AA4352 AA4352 SUPERSEDED SURVEY CONTROL AA4352 AA4352 NGVD 29 - 830.35 (m) 2724.2 (f) RESET 3 AA4352 AA4352.Superseded values are not recommended for survey control. AA4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4352.See file dsdata.txt to determine how the superseded data were derived. AA4352 AA4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM122020(NAD 83) AA4352_MARKER: DV = VERTICAL CONTROL DISK AA4352_SETTING: 38 = BRIDGE ABUTMENT AA4352_STAMPING: R 864 RESET 1978 AA4352_MARK LOGO: NGS AA4352_MAGNETIC: N = NO MAGNETIC MATERIAL AA4352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4352 AA4352 HISTORY - Date Condition Report By AA4352 HISTORY - 1978 MONUMENTED CA-093 AA4352 AA4352 STATION DESCRIPTION AA4352 AA4352'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1978 AA4352'2.5 MILES (4.0 KM) SOUTHWESTERLY ALONG STATE ROUTE 3 FROM THE POST AA4352'OFFICE IN FORT JONES TO THE INTERSECTION OF STATE ROUTE 3 AND SERPA AA4352'LANE, (COUNTY ROAD 5G021) , THEN SOUTHEASTERLY ALONG SERPA LANE, 1.1 AA4352'MILES (1.8 KM) TO ITS INTERSECTION WITH MIDDLE SCOTT VALLEY ROAD, AA4352'(COUNTY ROAD NO 4G04) , THEN EASTERLY ALONG SAID ROAD 0.6 MILES (1.0 AA4352'KM) TO A CONCRETE BRIDGE, SET IN THE TOP OF THE SOUTHEAST ABUTMENT, AA4352'0.5 FOOT (15.2 CM) WESTERLY OF THE EAST END OF THE ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0496 *********************************************************************** MX0496 DESIGNATION - S 116 RESET 1957 MX0496 PID - MX0496 MX0496 STATE/COUNTY- CA/SISKIYOU MX0496 USGS QUAD - CLEAR CREEK (1981) MX0496 MX0496 *CURRENT SURVEY CONTROL MX0496 ___________________________________________________________________ MX0496* NAD 83(1986)- 41 44 57. (N) 123 24 03. (W) SCALED MX0496* NAVD 88 - 337.55 (meters) 1107.4 (feet) RESET MX0496 ___________________________________________________________________ MX0496 GEOID HEIGHT- -25.46 (meters) GEOID99 MX0496 MX0496 VERT ORDER - THIRD MX0496 MX0496.The horizontal coordinates were scaled from a topographic map and have MX0496.an estimated accuracy of +/- 6 seconds. MX0496 MX0496.The orthometric height was computed from unverified reset data. MX0496.No vertical observational check was made to the station. MX0496 MX0496.The geoid height was determined by GEOID99. MX0496 MX0496; North East Units Estimated Accuracy MX0496;SPC CA 1 - 769,190. 1,883,490. MT (+/- 180 meters Scaled) MX0496 MX0496 SUPERSEDED SURVEY CONTROL MX0496 MX0496 NGVD 29 - 336.55 (m) 1104.2 (f) RESET 3 MX0496 MX0496.Superseded values are not recommended for survey control. MX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0496.See file dsdata.txt to determine how the superseded data were derived. MX0496 MX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM666220(NAD 83) MX0496_MARKER: DB = BENCH MARK DISK MX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0496_STAMPING: S 116 RESET 1957 MX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0496+STABILITY: SURFACE MOTION MX0496 MX0496 HISTORY - Date Condition Report By MX0496 HISTORY - 1957 MONUMENTED CGS MX0496 HISTORY - 1975 GOOD USGS MX0496 HISTORY - 1975 GOOD USGS MX0496 MX0496 STATION DESCRIPTION MX0496 MX0496'DESCRIBED BY US GEOLOGICAL SURVEY 1975 MX0496'4.1 MI SW FROM HAPPY CAMP. MX0496'4.1 MI SW. ALONG STATE HWY. 96 FROM HAPPY CAMP, SISKIYOU COUNTY, MX0496'0.9 MI N. OF DOOLITTLE CREEK, 36 FT N. OF DEEP CULVERT AND 38 FT MX0496'W. OF CENTERLINE OF HWY. STANDARD DISK STAMPED S 116 RESET 1957 MX0496'SET IN CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. MX0496 MX0496 STATION RECOVERY (1975) MX0496 MX0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 MX0496'4.1 MI SW. ALONG STATE HWY. 96 FROM HAPPY CAMP, SISKIYOU COUNTY, 0.9 MX0496'MI N. OF DOOLITTLE CREEK, 36 FT N. OF DEEP CULVERT AND 38 FT W. OF MX0496'CENTERLINE OF HWY. STANDARD DISK STAMPED 'S 116 RESET 1957' SET IN MX0496'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1109 *********************************************************************** MX1109 DESIGNATION - SCOTT VALLEY APT MX1109 PID - MX1109 MX1109 STATE/COUNTY- CA/SISKIYOU MX1109 USGS QUAD - FORT JONES (1984) MX1109 MX1109 *CURRENT SURVEY CONTROL MX1109 ___________________________________________________________________ MX1109* NAD 83(1992)- 41 33 28.31797(N) 122 51 12.49042(W) ADJUSTED MX1109* NAVD 88 - 831.79 (meters) 2729.0 (feet) RESET MX1109 ___________________________________________________________________ MX1109 EPOCH DATE - 1991.35 MX1109 LAPLACE CORR- 4.50 (seconds) DEFLEC99 MX1109 GEOID HEIGHT- -24.16 (meters) GEOID99 MX1109 MX1109 HORZ ORDER - SECOND MX1109 VERT ORDER - THIRD MX1109 MX1109.The horizontal coordinates were established by classical geodetic methods MX1109.and adjusted by the National Geodetic Survey in March 1994. MX1109.The horizontal coordinates are valid at the epoch date displayed above. MX1109.The epoch date for horizontal control is a decimal equivalence MX1109.of Year/Month/Day. MX1109 MX1109.The orthometric height was computed from unverified reset data. MX1109 MX1109.The Laplace correction was computed from DEFLEC99 derived deflections. MX1109 MX1109.The geoid height was determined by GEOID99. MX1109 MX1109; North East Units Scale Converg. MX1109;SPC CA 1 - 747,361.046 1,928,804.996 MT 0.99997419 -0 33 29.1 MX1109;SPC CA 1 - 2,451,967.03 6,328,087.72 sFT 0.99997419 -0 33 29.1 MX1109;UTM 10 - 4,600,698.866 512,218.945 MT 0.99960184 +0 05 49.9 MX1109 MX1109: Primary Azimuth Mark Grid Az MX1109:SPC CA 1 - SCOTT VALLEY APT AZ MK 346 05 38.3 MX1109:UTM 10 - SCOTT VALLEY APT AZ MK 345 26 19.3 MX1109 MX1109|---------------------------------------------------------------------| MX1109| PID Reference Object Distance Geod. Az | MX1109| dddmmss.s | MX1109| AH5298 SCOTT VALLEY APT RM 1 8.388 METERS 01731 | MX1109| MX0363 P 864 4.811 METERS 03543 | MX1109| CE0812 SCOTT VALLEY APT RM 2 7.960 METERS 10726 | MX1109| AH5299 SCOTT VALLEY APT RM 3 5.010 METERS 13727 | MX1109| MX1072 FORT JONES VORTAC APPROX.12.6 KM 1615249.1 | MX1109| MX1108 FORT JONES RADIO RANGE CEN TWR APPROX. 3.4 KM 1890850.9 | MX1109| CE0811 SCOTT VALLEY APT AZ MK 3453209.2 | MX1109|---------------------------------------------------------------------| MX1109 MX1109 SUPERSEDED SURVEY CONTROL MX1109 MX1109 NAD 83(1986)- 41 33 28.30779(N) 122 51 12.49926(W) AD(1984.00) 2 MX1109 NAD 27 - 41 33 28.80286(N) 122 51 08.38489(W) AD( ) 2 MX1109 NGVD 29 - 830.78 (m) 2725.7 (f) LEVELING 3 MX1109 MX1109.Superseded values are not recommended for survey control. MX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1109.See file dsdata.txt to determine how the superseded data were derived. MX1109 MX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM1221900699(NAD 83) MX1109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION MX1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX1109 MX1109 HISTORY - Date Condition Report By MX1109 HISTORY - 1952 MONUMENTED CGS MX1109 HISTORY - 1975 SEE DESCRIPTION NGS MX1109 HISTORY - 1976 SEE DESCRIPTION NGS MX1109 MX1109 STATION DESCRIPTION MX1109 MX1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WRH) MX1109'THE STATION IS LOCATED ON THE EAST EDGE, NEAR THE ENTRANCE GATE, MX1109'OF THE SCOTT VALLEY AIRPORT. IT IS ABOUT 3-1/2 MILES AIRLINE MX1109'SOUTH OF FORT JONES, ABOUT 7-1/2 MILES AIRLINE NORTH-NORTHEAST OF MX1109'ETNA, AND ABOUT 3 MILES AIRLINE EAST-NORTHEAST OF GREENVIEW. MX1109' MX1109'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12-INCH CONCRETE MX1109'CYLINDER THAT PROJECTS 4 INCHES. THE DISK IS STAMPED SCOTT MX1109'VALLEY AIRPORT 1952. IT IS 25 FEET NORTH OF THE CENTER LINE OF MX1109'THE AIRPORT ENTRANCE ROAD, 41 FEET WEST OF THE CENTER LINE OF THE MX1109'PAVED ROAD, AND 150 YARDS SOUTH-SOUTHEAST OF THE EAST HANGER MX1109'BUILDING. MX1109' MX1109'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP MX1109'OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES. THE DISK MX1109'IS STAMPED SCOTT VALLEY AIRPORT NO 1 1952. IT IS 31 FEET WEST MX1109'OF THE CENTER LINE OF THE PAVED ROAD, 1 FOOT WEST OF A WIRE MX1109'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION. MX1109' MX1109'REFERENCE MARK NUMBER TWO IS A STANDARD DISK SET IN THE TOP OF A MX1109'12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES. THE DISK IS MX1109'STAMPED SCOTT VALLEY AIRPORT NO 2 1952. IT IS 15 FEET WEST MX1109'OF THE CENTER LINE OF THE PAVED ROAD, 12 FEET EAST OF THE MX1109'WIRE FENCE, 20 FEET NORTH OF THE CENTER LINE OF THE AIRPORT MX1109'ENTRANCE ROAD, AND ABOUT 1 FOOT LOWER THAN THE STATION. MX1109' MX1109'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH MX1109'CONCRETE CYLINDER THAT PROJECTS 3 INCHES. THE DISK IS STAMPED MX1109'SCOTT VALLEY AIRPORT 1952. IT IS AT THE NORTH END OF THE MX1109'RUNWAY, 1 FOOT SOUTH OF A WIRE FENCE, AND 75 FEET NORTH OF THE MX1109'NORTH END OF THE PAVED LANDING STRIP. TO REACH THE MARK FROM THE MX1109'STATION GO NORTH FOR 0.4 MILE TO THE NORTH END OF THE AIRPORT MX1109'AND THE MARK. MX1109' MX1109'BM P 864 IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 12-INCH MX1109'CONCRETE CYLINDER THAT PROJECTS 4 INCHES. THE DISK IS STAMPED MX1109'P 864 1952. IT IS 31 FEET WEST OF THE CENTER LINE OF THE PAVED MX1109'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST, AND ABOUT THE SAME MX1109'ELEVATION AS THE STATION. MX1109' MX1109'TO REACH THE STATION FROM THE SOUTH CITY LIMITS OF FORT JONES GO MX1109'SOUTH ON THE PAVED ROAD AS PER SIGN MUNICIPAL AIRPORT 5 FOR 2.6 MX1109'MILES TO A T-ROAD RIGHT. TURN RIGHT, WEST, AND GO 0.5 MILE MX1109'AND THEN TURN LEFT, SOUTH, AND GO 1.2 MILE TO THE ENTRANCE MX1109'TO THE SCOTT VALLEY AIRPORT AND THE STATION ON THE RIGHT. MX1109' MX1109'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS. MX1109 MX1109 STATION RECOVERY (1975) MX1109 MX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) MX1109'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1, AND BM P 864 MX1109'WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND DIRECTIONS MX1109'FROM THE STATION MARK TO REFERENCE MARK 1 AND TO BM P 864 MEASURED MX1109'ON THIS DATE AGREED WITH THE 1952 MEASUREMENTS. REFERENCE MX1109'MARK 2 WAS FOUND TILTED AND LOOSE IN THE GROUND SO IT WAS REMOVED MX1109'AND RESET IN A DIFFERENT LOCATION AS REFERENCE MARK 3 ON THIS MX1109'DATE. THE 1952 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING MX1109'ADDITIONS-- MX1109' MX1109'THE STATION MARK IS 27 FEET NORTH OF THE CENTER LINE OF THE MX1109'ENTRANCE ROAD TO THE AIRPORT AND 1.8 FEET NORTH-NORTHWEST MX1109'OF A METAL WITNESS POST. MX1109' MX1109'THE AZIMUTH MARK IS 1.2 FEET SOUTH OF A METAL WITNESS POST MX1109'SET IN A FENCE LINE. MX1109' MX1109'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED MX1109'SCOTT VALLEY AIRPORT NO 3 1952 1975 SET IN THE TOP OF A 10-INCH MX1109'CONCRETE CYLINDER PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 35 MX1109'FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 15 FEET NORTH OF THE MX1109'CENTER LINE OF THE ENTRANCE ROAD TO THE AIRPORT, 1.3 FEET WEST OF MX1109'A FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. MX1109' MX1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES MX1109'SOUTH OF FORT JONES MX1109 MX1109 STATION RECOVERY (1976) MX1109 MX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN) MX1109'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 3, AND MX1109'BM P 864 WERE RECOVERED IN GOOD CONDITION AND THE PREVIOUS MX1109'DESCRIPTIONS ARE ADEQUATE. MX1109' MX1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN MX1109'3-1/2 MILES SOUTH OF FORT JONES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5298 *********************************************************************** AH5298 DESIGNATION - SCOTT VALLEY APT RM 1 AH5298 PID - AH5298 AH5298 STATE/COUNTY- CA/SISKIYOU AH5298 USGS QUAD - FORT JONES (1984) AH5298 AH5298 *CURRENT SURVEY CONTROL AH5298 ___________________________________________________________________ AH5298* NAD 83(1986)- 41 33 27. (N) 122 51 12. (W) SCALED AH5298* NAVD 88 - 831.78 (meters) 2728.9 (feet) RESET AH5298 ___________________________________________________________________ AH5298 GEOID HEIGHT- -24.16 (meters) GEOID99 AH5298 AH5298 VERT ORDER - THIRD AH5298 AH5298.The horizontal coordinates were scaled from a topographic map and have AH5298.an estimated accuracy of +/- 6 seconds. AH5298 AH5298.The orthometric height was computed from unverified reset data. AH5298 AH5298.The geoid height was determined by GEOID99. AH5298 AH5298; North East Units Estimated Accuracy AH5298;SPC CA 1 - 747,320. 1,928,820. MT (+/- 180 meters Scaled) AH5298 AH5298 SUPERSEDED SURVEY CONTROL AH5298 AH5298.No superseded survey control is available for this station. AH5298 AH5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM122006(NAD 83) AH5298 AH5298 HISTORY - Date Condition Report By AH5298 HISTORY - 1952 MONUMENTED CGS AH5298 AH5298 STATION DESCRIPTION AH5298 AH5298'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 AH5298'TO REACH THE STATION FROM THE SOUTH CITY LIMITS OF FORT JONES GO AH5298'SOUTH ON THE PAVED ROAD AS PER SIGN MUNICIPAL AIRPORT 5 FOR 2.6 AH5298'MILES TO A T-ROAD RIGHT. TURN RIGHT, WEST, AND GO 0.5 MILE AH5298'AND THEN TURN LEFT, SOUTH, AND GO 1.2 MILE TO THE ENTRANCE AH5298'TO THE SCOTT VALLEY AIRPORT AND THE STATION ON THE RIGHT. AH5298' AH5298'REFERENCE MARK NUMBER ONE IS A STANDARD DISK SET IN THE TOP AH5298'OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES. THE DISK AH5298'IS STAMPED SCOTT VALLEY AIRPORT NO 1 1952. IT IS 31 FEET WEST AH5298'OF THE CENTER LINE OF THE PAVED ROAD, 1 FOOT WEST OF A WIRE AH5298'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5299 *********************************************************************** AH5299 DESIGNATION - SCOTT VALLEY APT RM 3 AH5299 PID - AH5299 AH5299 STATE/COUNTY- CA/SISKIYOU AH5299 USGS QUAD - FORT JONES (1984) AH5299 AH5299 *CURRENT SURVEY CONTROL AH5299 ___________________________________________________________________ AH5299* NAD 83(1986)- 41 33 27. (N) 122 51 12. (W) SCALED AH5299* NAVD 88 - 831.86 (meters) 2729.2 (feet) RESET AH5299 ___________________________________________________________________ AH5299 GEOID HEIGHT- -24.16 (meters) GEOID99 AH5299 AH5299 VERT ORDER - THIRD AH5299 AH5299.The horizontal coordinates were scaled from a topographic map and have AH5299.an estimated accuracy of +/- 6 seconds. AH5299 AH5299.The orthometric height was computed from unverified reset data. AH5299 AH5299.The geoid height was determined by GEOID99. AH5299 AH5299; North East Units Estimated Accuracy AH5299;SPC CA 1 - 747,320. 1,928,820. MT (+/- 180 meters Scaled) AH5299 AH5299 SUPERSEDED SURVEY CONTROL AH5299 AH5299.No superseded survey control is available for this station. AH5299 AH5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM122006(NAD 83) AH5299 AH5299 HISTORY - Date Condition Report By AH5299 HISTORY - 1975 MONUMENTED NGS AH5299 AH5299 STATION DESCRIPTION AH5299 AH5299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) AH5299'TO REACH THE STATION FROM THE SOUTH CITY LIMITS OF FORT JONES GO AH5299'SOUTH ON THE PAVED ROAD AS PER SIGN MUNICIPAL AIRPORT 5 FOR 2.6 AH5299'MILES TO A T-ROAD RIGHT. TURN RIGHT, WEST, AND GO 0.5 MILE AH5299'AND THEN TURN LEFT, SOUTH, AND GO 1.2 MILE TO THE ENTRANCE AH5299'TO THE SCOTT VALLEY AIRPORT AND THE STATION ON THE RIGHT. AH5299' AH5299'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED AH5299'SCOTT VALLEY AIRPORT NO 3 1952 1975 SET IN THE TOP OF A 10-INCH AH5299'CONCRETE CYLINDER PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 35 AH5299'FEET WEST OF THE CENTER LINE OF A PAVED ROAD, 15 FEET NORTH OF THE AH5299'CENTER LINE OF THE ENTRANCE ROAD TO THE AIRPORT, 1.3 FEET WEST OF AH5299'A FENCE LINE, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1332 *********************************************************************** MX1332 DESIGNATION - T 13 RESET MX1332 PID - MX1332 MX1332 STATE/COUNTY- CA/SISKIYOU MX1332 USGS QUAD - DUNSMUIR (1986) MX1332 MX1332 *CURRENT SURVEY CONTROL MX1332 ___________________________________________________________________ MX1332* NAD 83(1986)- 41 13 12. (N) 122 16 29. (W) SCALED MX1332* NAVD 88 - 713.45 (meters) 2340.7 (feet) RESET MX1332 ___________________________________________________________________ MX1332 GEOID HEIGHT- -24.02 (meters) GEOID99 MX1332 MX1332 VERT ORDER - THIRD MX1332 MX1332.The horizontal coordinates were scaled from a topographic map and have MX1332.an estimated accuracy of +/- 6 seconds. MX1332 MX1332.The orthometric height was computed from unverified reset data. MX1332.No vertical observational check was made to the station. MX1332 MX1332.The geoid height was determined by GEOID99. MX1332 MX1332; North East Units Estimated Accuracy MX1332;SPC CA 1 - 709,530. 1,976,970. MT (+/- 180 meters Scaled) MX1332 MX1332 SUPERSEDED SURVEY CONTROL MX1332 MX1332 NGVD 29 - 712.48 (m) 2337.5 (f) RESET 3 MX1332 MX1332.Superseded values are not recommended for survey control. MX1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1332.See file dsdata.txt to determine how the superseded data were derived. MX1332 MX1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL607634(NAD 83) MX1332_MARKER: DV = VERTICAL CONTROL DISK MX1332_SETTING: 38 = BRIDGE PIER BASE MX1332_STAMPING: T 13 RESET 1981 MX1332_MARK LOGO: NGS MX1332_MAGNETIC: N = NO MAGNETIC MATERIAL MX1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX1332 MX1332 HISTORY - Date Condition Report By MX1332 HISTORY - 1982 MONUMENTED CADT MX1332 MX1332 STATION DESCRIPTION MX1332 MX1332'DESCRIBED BY CALTRANS 1982 MX1332'0.7 MILE (1.1 KM) NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE MX1332'STATION AT DUNSMUIR AT THE INTERSTATE 6 CONCRETE BRIDGE NO. 2-02 OVER MX1332'THE RAILROAD AND SACRAMENTO RIVER, EPOXYED IN A DRILL HOLE IN A MX1332'CONCRETE ALCOVE IN THE BASE OF PIER NO. 2 OF THE SOUTHBOUND BRIDGE, MX1332'AT WEST SIDE OF WESTERN PIER, ABOUT 1 FOOT (0.3 M) HIGHER THAN THE MX1332'RAILROAD TRACKS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0343 *********************************************************************** MX0343 DESIGNATION - T 198 RESET 1962 MX0343 PID - MX0343 MX0343 STATE/COUNTY- CA/SISKIYOU MX0343 USGS QUAD - GREENVIEW (1984) MX0343 MX0343 *CURRENT SURVEY CONTROL MX0343 ___________________________________________________________________ MX0343* NAD 83(1986)- 41 31 20. (N) 122 54 25. (W) SCALED MX0343* NAVD 88 - 857.33 (meters) 2812.8 (feet) RESET MX0343 ___________________________________________________________________ MX0343 GEOID HEIGHT- -24.18 (meters) GEOID99 MX0343 MX0343 VERT ORDER - THIRD MX0343 MX0343.The horizontal coordinates were scaled from a topographic map and have MX0343.an estimated accuracy of +/- 6 seconds. MX0343 MX0343.The orthometric height was computed from unverified reset data. MX0343 MX0343.The geoid height was determined by GEOID99. MX0343 MX0343; North East Units Estimated Accuracy MX0343;SPC CA 1 - 743,450. 1,924,300. MT (+/- 180 meters Scaled) MX0343 MX0343 SUPERSEDED SURVEY CONTROL MX0343 MX0343 NGVD 29 - 856.31 (m) 2809.4 (f) RESET 3 MX0343 MX0343.Superseded values are not recommended for survey control. MX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0343.See file dsdata.txt to determine how the superseded data were derived. MX0343 MX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL077967(NAD 83) MX0343_MARKER: DD = SURVEY DISK MX0343_SETTING: 30 = MONUMENT MX0343_STAMPING: T 198 RESET 1962 MX0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MX0343 MX0343 HISTORY - Date Condition Report By MX0343 HISTORY - 1962 MONUMENTED CADH MX0343 MX0343 STATION DESCRIPTION MX0343 MX0343'DESCRIBED BY CA DIV OF HIGHWAYS 1962 MX0343'2 MI S FROM GREENVIEW. MX0343'1.96 MILES SOUTH ALONG STATE ROUTE 82 FROM THE POST OFFICE AT MX0343'GREENVIEW, 0.1 MILE SOUTHEAST OF A FARM HOUSE ON THE WEST SIDE MX0343'OF THE ROAD, 49 FEET WEST OF CENTERLINE OF HIGHWAY AT STATION MX0343'235+86, 145 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET EAST MX0343'OF A FENCE LINE, APPROXIMATELY LEVEL WITH THE HIGHWAY AND MX0343'SET IN TOP OF A CONCRETE MONUMENT PROJECTING 0.2 FOOT ABOVE MX0343'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0519 *********************************************************************** MX0519 DESIGNATION - T 839 RESET 1956 MX0519 PID - MX0519 MX0519 STATE/COUNTY- CA/SISKIYOU MX0519 USGS QUAD - HAMBURG (1980) MX0519 MX0519 *CURRENT SURVEY CONTROL MX0519 ___________________________________________________________________ MX0519* NAD 83(1986)- 41 46 43. (N) 123 02 15. (W) SCALED MX0519* NAVD 88 - 476.27 (meters) 1562.6 (feet) RESET MX0519 ___________________________________________________________________ MX0519 GEOID HEIGHT- -24.63 (meters) GEOID99 MX0519 MX0519 VERT ORDER - THIRD MX0519 MX0519.The horizontal coordinates were scaled from a topographic map and have MX0519.an estimated accuracy of +/- 6 seconds. MX0519 MX0519.The orthometric height was computed from unverified reset data. MX0519 MX0519.The geoid height was determined by GEOID99. MX0519 MX0519; North East Units Estimated Accuracy MX0519;SPC CA 1 - 772,040. 1,913,740. MT (+/- 180 meters Scaled) MX0519 MX0519 SUPERSEDED SURVEY CONTROL MX0519 MX0519 NGVD 29 - 475.08 (m) 1558.7 (f) RESET 3 MX0519 MX0519.Superseded values are not recommended for survey control. MX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0519.See file dsdata.txt to determine how the superseded data were derived. MX0519 MX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM968251(NAD 83) MX0519_MARKER: DB = BENCH MARK DISK MX0519_SETTING: 36 = BRIDGE MX0519_STAMPING: T 839 RESET 1956 MX0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0519 MX0519 HISTORY - Date Condition Report By MX0519 HISTORY - 1956 MONUMENTED CGS MX0519 MX0519 STATION DESCRIPTION MX0519 MX0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 MX0519'1.4 MI E FROM HAMBURG. MX0519'1.4 MILES EAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT MX0519'HAMBURG, SISKIYOU COUNTY, AT THE EAST END OF THE SCOTT RIVER MX0519'BRIDGE, IN THE TOP OF THE CONCRETE ABUTMENT FOOTING OF THE MX0519'UPSTREAM WING, 15 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, MX0519'ON THE EDGE OF THE FOOTING FARTHEST FROM THE RIVER, AND ABOUT MX0519'7 FEET LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED T 839 MX0519'RESET 1956. NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS MX0519'ELEVATION DETERMINED IN DATA FURNISHED BY THE SAN FRANCISCO OFFICE MX0519'OF THIS BUREAU IN NOVEMBER 1956. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1329 *********************************************************************** MX1329 DESIGNATION - U 839 RESET MX1329 PID - MX1329 MX1329 STATE/COUNTY- CA/SISKIYOU MX1329 USGS QUAD - SCOTT BAR (1980) MX1329 MX1329 *CURRENT SURVEY CONTROL MX1329 ___________________________________________________________________ MX1329* NAD 83(1986)- 41 44 31. (N) 123 00 05. (W) SCALED MX1329* NAVD 88 - 516.08 (meters) 1693.2 (feet) RESET MX1329 ___________________________________________________________________ MX1329 GEOID HEIGHT- -24.52 (meters) GEOID99 MX1329 MX1329 VERT ORDER - THIRD MX1329 MX1329.The horizontal coordinates were scaled from a topographic map and have MX1329.an estimated accuracy of +/- 6 seconds. MX1329 MX1329.The orthometric height was computed from unverified reset data. MX1329.No vertical observational check was made to the station. MX1329 MX1329.The geoid height was determined by GEOID99. MX1329 MX1329; North East Units Estimated Accuracy MX1329;SPC CA 1 - 767,940. 1,916,700. MT (+/- 180 meters Scaled) MX1329 MX1329 SUPERSEDED SURVEY CONTROL MX1329 MX1329 NGVD 29 - 515.05 (m) 1689.8 (f) RESET 3 MX1329 MX1329.Superseded values are not recommended for survey control. MX1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1329.See file dsdata.txt to determine how the superseded data were derived. MX1329 MX1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM998211(NAD 83) MX1329_MARKER: DV = VERTICAL CONTROL DISK MX1329_SETTING: 35 = BRIDGE DECK MX1329_STAMPING: U 839 RESET 1984 MX1329_MARK LOGO: NGS MX1329_MAGNETIC: N = NO MAGNETIC MATERIAL MX1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX1329+STABILITY: SURFACE MOTION MX1329 MX1329 HISTORY - Date Condition Report By MX1329 HISTORY - 1985 MONUMENTED CA-093 MX1329 MX1329 STATION DESCRIPTION MX1329 MX1329'DESCRIBED BY SISKIYOU COUNTY CALIFORNIA 1985 MX1329'ABOUT 2.3 MILES (3.7 KM) EAST ALONG STATE HIGHWAY 96 FROM HAMBURG, MX1329'THENCE 3.3 MILES (5.3 KM) SOUTH ALONG SCOTT RIVER ROAD TO MILL CREEK MX1329'ROAD AT SCOTT BAR, AT NORTHWEST CORNER OF BRIDGE WHICH CROSSES THE MX1329'SCOTT RIVER, IN THE BRIDGE DECK, 3.3 FEET (1.0 M) EAST OF WEST END OF MX1329'BRIDGE AND 0.8 FEET (24.4 CM) SOUTH OF NORTH EDGE OF BRIDGE, SET IN MX1329'THE SURFACE OF THE BRIDGE DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0333 *********************************************************************** MX0333 DESIGNATION - V 498 RESET MX0333 PID - MX0333 MX0333 STATE/COUNTY- CA/SISKIYOU MX0333 USGS QUAD - HORNBROOK (1984) MX0333 MX0333 *CURRENT SURVEY CONTROL MX0333 ___________________________________________________________________ MX0333* NAD 83(1986)- 41 58 01. (N) 122 36 11. (W) SCALED MX0333* NAVD 88 - 898.03 (meters) 2946.3 (feet) RESET MX0333 ___________________________________________________________________ MX0333 GEOID HEIGHT- -23.61 (meters) GEOID99 MX0333 MX0333 VERT ORDER - THIRD MX0333 MX0333.The horizontal coordinates were scaled from a topographic map and have MX0333.an estimated accuracy of +/- 6 seconds. MX0333 MX0333.The orthometric height was computed from unverified reset data. MX0333.No vertical observational check was made to the station. MX0333 MX0333.The geoid height was determined by GEOID99. MX0333 MX0333; North East Units Estimated Accuracy MX0333;SPC CA 1 - 792,620. 1,950,010. MT (+/- 180 meters Scaled) MX0333 MX0333 SUPERSEDED SURVEY CONTROL MX0333 MX0333 NGVD 29 - 896.98 (m) 2942.8 (f) RESET 3 MX0333 MX0333.Superseded values are not recommended for survey control. MX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0333.See file dsdata.txt to determine how the superseded data were derived. MX0333 MX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEM328461(NAD 83) MX0333_MARKER: DB = BENCH MARK DISK MX0333_SETTING: 66 = SET IN ROCK OUTCROP MX0333_STAMPING: V 498 RESET 1971 MX0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0333+STABILITY: POSITION/ELEVATION WELL MX0333 MX0333 HISTORY - Date Condition Report By MX0333 HISTORY - 1971 MONUMENTED CADH MX0333 HISTORY - 1988 MARK NOT FOUND NGS MX0333 MX0333 STATION DESCRIPTION MX0333 MX0333'DESCRIBED BY CA DIV OF HIGHWAYS 1971 MX0333'2.7 MI SE FROM HILT. MX0333'2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM MX0333'THE STATION AT HILT, AT THE RAILROAD OVERPASS OVER INTERSTATE MX0333'HIGHWAY 5, 324 FEET EAST OF THE NORTH END OF THE WEST ABUTMENT, MX0333'269 FEET NORTH OF THE NORTH END OF THE EAST ABUTMENT AND SET MX0333'IN TOP OF A ROCK OUTCROP ON THE HILLSIDE. NOTE-- THIS IS THE MX0333'NEW OVERHEAD STRUCTURE UNDER CONSTRUCTION DURING 1970-1971. MX0333'THE NEW HIGHWAY HAS NOT BEEN CONSTRUCTED AT THIS TIME. MX0333 MX0333 STATION RECOVERY (1988) MX0333 MX0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MX0333'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0576 *********************************************************************** MX0576 DESIGNATION - W 115 RESET 1971 MX0576 PID - MX0576 MX0576 STATE/COUNTY- CA/SISKIYOU MX0576 USGS QUAD - SOMES BAR (1979) MX0576 MX0576 *CURRENT SURVEY CONTROL MX0576 ___________________________________________________________________ MX0576* NAD 83(1986)- 41 22 34. (N) 123 29 02. (W) SCALED MX0576* NAVD 88 - 195.72 (meters) 642.1 (feet) RESET MX0576 ___________________________________________________________________ MX0576 GEOID HEIGHT- -26.62 (meters) GEOID99 MX0576 MX0576 VERT ORDER - THIRD MX0576 MX0576.The horizontal coordinates were scaled from a topographic map and have MX0576.an estimated accuracy of +/- 6 seconds. MX0576 MX0576.The orthometric height was computed from unverified reset data. MX0576 MX0576.The geoid height was determined by GEOID99. MX0576 MX0576; North East Units Estimated Accuracy MX0576;SPC CA 1 - 727,880. 1,875,880. MT (+/- 180 meters Scaled) MX0576 MX0576 SUPERSEDED SURVEY CONTROL MX0576 MX0576 NGVD 29 - 194.72 (m) 638.8 (f) RESET 3 MX0576 MX0576.Superseded values are not recommended for survey control. MX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0576.See file dsdata.txt to determine how the superseded data were derived. MX0576 MX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL595806(NAD 83) MX0576_MARKER: DD = SURVEY DISK MX0576_SETTING: 66 = SET IN ROCK OUTCROP MX0576_STAMPING: W 115 RESET 1971 MX0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0576+STABILITY: POSITION/ELEVATION WELL MX0576 MX0576 HISTORY - Date Condition Report By MX0576 HISTORY - 1971 MONUMENTED CADH MX0576 MX0576 STATION DESCRIPTION MX0576 MX0576'DESCRIBED BY CA DIV OF HIGHWAYS 1971 MX0576'0.5 MI S FROM SOMESBAR. MX0576'0.5 MILE SOUTH ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT MX0576'SOMESBAR, AT THE NORTH BOUNDRY OF SIX RIVERS NATIONAL FOREST, 45 MX0576'FEET SOUTH OF THE SOUTH END OF A NEW BRIDGE OVER THE SALMON RIVER, MX0576'112 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 40 MX0576'FEET ABOVE THE HIGHWAY, 27 1/2 FEET NORTH OF TWIN POWER POLES, ON MX0576'TOP OF A SMALL RIDGE AND SET IN THE TOP OF ROCK OUTCROP ABOUT MX0576'5 FEET IN DIAMETER AND ABOUT 1 1/2 FEET ABOVE THE GROUND. (ABOVE MX0576'BRIDGE IS TO BE COMPLETED BY 1973) 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AF9782 *********************************************************************** AF9782 DESIGNATION - X 115 RESET AF9782 PID - AF9782 AF9782 STATE/COUNTY- CA/SISKIYOU AF9782 USGS QUAD - SOMES BAR (1979) AF9782 AF9782 *CURRENT SURVEY CONTROL AF9782 ___________________________________________________________________ AF9782* NAD 83(1986)- 41 22 38. (N) 123 28 38. (W) SCALED AF9782* NAVD 88 - 161.41 (meters) 529.6 (feet) RESET AF9782 ___________________________________________________________________ AF9782 GEOID HEIGHT- -26.59 (meters) GEOID99 AF9782 AF9782 VERT ORDER - THIRD AF9782 AF9782.The horizontal coordinates were scaled from a topographic map and have AF9782.an estimated accuracy of +/- 6 seconds. AF9782 AF9782.The orthometric height was computed from unverified reset data. AF9782 AF9782.The geoid height was determined by GEOID99. AF9782 AF9782; North East Units Estimated Accuracy AF9782;SPC CA 1 - 727,990. 1,876,440. MT (+/- 180 meters Scaled) AF9782 AF9782 SUPERSEDED SURVEY CONTROL AF9782 AF9782.No superseded survey control is available for this station. AF9782 AF9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL600807(NAD 83) AF9782_MARKER: DV = VERTICAL CONTROL DISK AF9782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF9782_STAMPING: X 115 1932 RESET 1974 AF9782_MARK LOGO: NGS AF9782_MAGNETIC: N = NO MAGNETIC MATERIAL AF9782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF9782+STABILITY: SURFACE MOTION AF9782 AF9782 HISTORY - Date Condition Report By AF9782 HISTORY - 1974 MONUMENTED NGS AF9782 AF9782 STATION DESCRIPTION AF9782 AF9782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRM) AF9782'AT SOMESBAR, 0.90 MILES (1.45 KM) EAST ALONG THE COUNTY ROAD FROM THE AF9782'JUNCTION WITH STATE ROUTE 96 (0.1 MILE NORTH OF HIGHWAY 96 BRIDGE OVER AF9782'THE SALMON RIVER) , 9 FEET (2.7 M) FROM THE NORTH SIDE OF THE COUNTY AF9782'ROAD, OPPOSITE THE SITE OF THE OLD STATE HIGHWAY 96 BRIDGE OVER THE AF9782'SALMON RIVER, AT THE EAST END OF A ROAD CUT AND APPROXIMATELY 260 FEET AF9782'(79.2 M) WEST OF A DRIVEWAY. THE MARK IS A 4 INCH CADH BRASS DISK SET AF9782'IN THE TOP OF A 10 INCH DIAMETER BY 26 INCH LONG CONCRETE POST THAT AF9782'PROJECTS 0.2 FOOT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0503 *********************************************************************** MX0503 DESIGNATION - X 116 RESET 1953 MX0503 PID - MX0503 MX0503 STATE/COUNTY- CA/SISKIYOU MX0503 USGS QUAD - SLATER BUTTE (1980) MX0503 MX0503 *CURRENT SURVEY CONTROL MX0503 ___________________________________________________________________ MX0503* NAD 83(1986)- 41 47 42. (N) 123 20 06. (W) SCALED MX0503* NAVD 88 - 550.12 (meters) 1804.9 (feet) RESET MX0503 ___________________________________________________________________ MX0503 GEOID HEIGHT- -25.28 (meters) GEOID99 MX0503 MX0503 VERT ORDER - THIRD MX0503 MX0503.The horizontal coordinates were scaled from a topographic map and have MX0503.an estimated accuracy of +/- 6 seconds. MX0503 MX0503.The orthometric height was computed from unverified reset data. MX0503.No vertical observational check was made to the station. MX0503 MX0503.The geoid height was determined by GEOID99. MX0503 MX0503; North East Units Estimated Accuracy MX0503;SPC CA 1 - 774,200. 1,889,040. MT (+/- 180 meters Scaled) MX0503 MX0503 SUPERSEDED SURVEY CONTROL MX0503 MX0503 NGVD 29 - 549.12 (m) 1801.6 (f) RESET 3 MX0503 MX0503.Superseded values are not recommended for survey control. MX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0503.See file dsdata.txt to determine how the superseded data were derived. MX0503 MX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM721270(NAD 83) MX0503_MARKER: DB = BENCH MARK DISK MX0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0503_STAMPING: X 116 RESET 1953 MX0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0503+STABILITY: SURFACE MOTION MX0503 MX0503 HISTORY - Date Condition Report By MX0503 HISTORY - 1953 MONUMENTED CGS MX0503 HISTORY - 1974 GOOD USGS MX0503 MX0503 STATION DESCRIPTION MX0503 MX0503'DESCRIBED BY US GEOLOGICAL SURVEY 1974 MX0503'4.8 MI NE FROM HAPPY CAMP. MX0503'4.3 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM POST OFFICE MX0503'AT HAPPY CAMP, AT THE JUNCTION OF A ROAD LEADING LEFT TO SLATER MX0503'BUTTE. MARK IS ON TOP OF THE CUT ON EAST SIDE OF HIGHWAY. FROM MX0503'THE LARGE TURN-OUT AT THE SUMMIT 0.1 MI NORTH OF JUNCTION, MX0503'PROCEED ON FOOT ASCENDING ALONG EDGE OF CUT ABOUT 250 FEET TO MX0503'TOP AND MARK, ABOUT 190 FEET NORTHEAST OF ROAD, ABOUT 40 FEET MX0503'EAST OF EDGE OF CUT, ABOUT 12 FEET NORTH OF TWO SUGAR PINES, MX0503'ABOUT 82 FEET HIGHER THAN THE JUNCTION, SET IN THE TOP OF A MX0503'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0180 *********************************************************************** MX0180 DESIGNATION - X 494 RESET 1970 MX0180 PID - MX0180 MX0180 STATE/COUNTY- CA/SISKIYOU MX0180 USGS QUAD - HOTLUM (1986) MX0180 MX0180 *CURRENT SURVEY CONTROL MX0180 ___________________________________________________________________ MX0180* NAD 83(1986)- 41 28 30. (N) 122 20 58. (W) SCALED MX0180* NAVD 88 - 1055.56 (meters) 3463.1 (feet) RESET MX0180 ___________________________________________________________________ MX0180 GEOID HEIGHT- -23.65 (meters) GEOID99 MX0180 MX0180 VERT ORDER - THIRD MX0180 MX0180.The horizontal coordinates were scaled from a topographic map and have MX0180.an estimated accuracy of +/- 6 seconds. MX0180 MX0180.The orthometric height was computed from unverified reset data. MX0180 MX0180.The geoid height was determined by GEOID99. MX0180 MX0180; North East Units Estimated Accuracy MX0180;SPC CA 1 - 737,870. 1,970,810. MT (+/- 180 meters Scaled) MX0180 MX0180 SUPERSEDED SURVEY CONTROL MX0180 MX0180 NGVD 29 - 1054.19 (m) 3458.6 (f) RESET 3 MX0180 MX0180.Superseded values are not recommended for survey control. MX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0180.See file dsdata.txt to determine how the superseded data were derived. MX0180 MX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL543916(NAD 83) MX0180_MARKER: DB = BENCH MARK DISK MX0180_SETTING: 80 = SET IN A BOULDER MX0180_STAMPING: X 494 RESET 1970 MX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0180+STABILITY: SURFACE MOTION MX0180 MX0180 HISTORY - Date Condition Report By MX0180 HISTORY - 1970 MONUMENTED NGS MX0180 MX0180 STATION DESCRIPTION MX0180 MX0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 MX0180'4.4 MI N FROM WEED. MX0180'ABOUT 4.45 MILES NORTH ALONG U.S. HIGHWAY 97 FROM THE MX0180'JUNCTION OF INTERSTATE HIGHWAY 5 AT WEED, ABOUT 0.2 MILE NORTH MX0180'OF THE BIG SPRINGS ROAD LEADING NORTHWEST, AT MILEPOST 4.63, MX0180'78 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE MX0180'TOP OF A ROCK (6 IN X 4 IN) PROJECTING 2 FEET ABOVE THE GROUND MX0180'AND ABOUT LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX1331 *********************************************************************** MX1331 DESIGNATION - Y 12 RESET MX1331 PID - MX1331 MX1331 STATE/COUNTY- CA/SISKIYOU MX1331 USGS QUAD - JUNIPER FLAT (1984) MX1331 MX1331 *CURRENT SURVEY CONTROL MX1331 ___________________________________________________________________ MX1331* NAD 83(1986)- 41 31 13. (N) 122 18 19. (W) SCALED MX1331* NAVD 88 - 1058.53 (meters) 3472.9 (feet) RESET MX1331 ___________________________________________________________________ MX1331 GEOID HEIGHT- -23.64 (meters) GEOID99 MX1331 MX1331 VERT ORDER - THIRD MX1331 MX1331.The horizontal coordinates were scaled from a topographic map and have MX1331.an estimated accuracy of +/- 6 seconds. MX1331 MX1331.The orthometric height was computed from unverified reset data. MX1331.No vertical observational check was made to the station. MX1331 MX1331.The geoid height was determined by GEOID99. MX1331 MX1331; North East Units Estimated Accuracy MX1331;SPC CA 1 - 742,880. 1,974,520. MT (+/- 180 meters Scaled) MX1331 MX1331 SUPERSEDED SURVEY CONTROL MX1331 MX1331 NGVD 29 - 1057.43 (m) 3469.3 (f) RESET 3 MX1331 MX1331.Superseded values are not recommended for survey control. MX1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX1331.See file dsdata.txt to determine how the superseded data were derived. MX1331 MX1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL579967(NAD 83) MX1331_MARKER: DV = VERTICAL CONTROL DISK MX1331_SETTING: 80 = SET IN A BOULDER MX1331_STAMPING: Y 12 RESET 1980 MX1331_MARK LOGO: NGS MX1331_MAGNETIC: N = NO MAGNETIC MATERIAL MX1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX1331+STABILITY: SURFACE MOTION MX1331 MX1331 HISTORY - Date Condition Report By MX1331 HISTORY - 1981 MONUMENTED CADT MX1331 MX1331 STATION DESCRIPTION MX1331 MX1331'DESCRIBED BY CALTRANS 1981 MX1331'8.5 MILES (13.7 KM) NORTHEAST ALONG HIGHWAY 97 FROM THE JUNCTION OF MX1331'ROUTES 265 AND 97 IN WEED, ABOUT 250 FEET (76.2 M) NORTHEAST OF THE MX1331'CENTER OF A ROAD TO THE NORTHWEST AND BETWEEN THE HIGHWAY AND A ROAD, MX1331'IN A 2-FOOT BY 2-FOOT TRIANGULAR BOULDER 0.5 FOOT (15.2 CM) ABOVE MX1331'GROUND, 81.4 FEET (24.8 M) NORTHWEST AND 6 FEET (1.8 M) LOWER THAN MX1331'THE CENTERLINE OF THE HIGHWAY, 81.5 FEET (24.8 M) SOUTHWEST OF A ROAD MX1331'(LAVA POINT ROAD), ONE FOOT HIGHER THAN THE ROAD, 3.7 FEET (1.1 M) MX1331'NORTHWEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0651 *********************************************************************** MX0651 DESIGNATION - Z 115 RESET 1968 MX0651 PID - MX0651 MX0651 STATE/COUNTY- CA/SISKIYOU MX0651 USGS QUAD - SOMES BAR (1979) MX0651 MX0651 *CURRENT SURVEY CONTROL MX0651 ___________________________________________________________________ MX0651* NAD 83(1986)- 41 25 05. (N) 123 29 56. (W) SCALED MX0651* NAVD 88 - 244.46 (meters) 802.0 (feet) RESET MX0651 ___________________________________________________________________ MX0651 GEOID HEIGHT- -26.55 (meters) GEOID99 MX0651 MX0651 VERT ORDER - THIRD MX0651 MX0651.The horizontal coordinates were scaled from a topographic map and have MX0651.an estimated accuracy of +/- 6 seconds. MX0651 MX0651.The orthometric height was computed from unverified reset data. MX0651 MX0651.The geoid height was determined by GEOID99. MX0651 MX0651; North East Units Estimated Accuracy MX0651;SPC CA 1 - 732,560. 1,874,700. MT (+/- 180 meters Scaled) MX0651 MX0651 SUPERSEDED SURVEY CONTROL MX0651 MX0651 NGVD 29 - 243.46 (m) 798.8 (f) RESET 3 MX0651 MX0651.Superseded values are not recommended for survey control. MX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0651.See file dsdata.txt to determine how the superseded data were derived. MX0651 MX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL583852(NAD 83) MX0651_MARKER: DB = BENCH MARK DISK MX0651_SETTING: 66 = SET IN ROCK OUTCROP MX0651_STAMPING: Z 115 RESET 1968 MX0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0651+STABILITY: POSITION/ELEVATION WELL MX0651 MX0651 HISTORY - Date Condition Report By MX0651 HISTORY - 1968 MONUMENTED CGS MX0651 MX0651 STATION DESCRIPTION MX0651 MX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 MX0651'2.7 MI N FROM SOMESBAR. MX0651'2.7 MILES NORTH ALONG STATE HIGHWAY 96 FROM THE NEW POST OFFICE MX0651'AT SOMESBAR, 64 FEET RIGHT OF THE NEW HIGHWAY CENTER LINE AT MX0651'STATION 131 + 69, ABOUT 19 FEET HIGHER THAN THE SHOULDER OF MX0651'THE HIGHWAY, SET IN THE TOP OF A ROCK AND MARKED BY A METAL MX0651'GUARD POST PAINTED ORANGE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0115 *********************************************************************** MX0115 DESIGNATION - Z 493 RESET 1956 MX0115 PID - MX0115 MX0115 STATE/COUNTY- CA/SISKIYOU MX0115 USGS QUAD - CITY OF MOUNT SHASTA (1986) MX0115 MX0115 *CURRENT SURVEY CONTROL MX0115 ___________________________________________________________________ MX0115* NAD 83(1986)- 41 15 53. (N) 122 17 24. (W) SCALED MX0115* NAVD 88 - 836.79 (meters) 2745.4 (feet) RESET MX0115 ___________________________________________________________________ MX0115 GEOID HEIGHT- -23.82 (meters) GEOID99 MX0115 MX0115 VERT ORDER - THIRD MX0115 MX0115.The horizontal coordinates were scaled from a topographic map and have MX0115.an estimated accuracy of +/- 6 seconds. MX0115 MX0115.The orthometric height was computed from unverified reset data. MX0115 MX0115.The geoid height was determined by GEOID99. MX0115 MX0115; North East Units Estimated Accuracy MX0115;SPC CA 1 - 714,500. 1,975,700. MT (+/- 180 meters Scaled) MX0115 MX0115 SUPERSEDED SURVEY CONTROL MX0115 MX0115 NGVD 29 - 835.75 (m) 2742.0 (f) RESET 3 MX0115 MX0115.Superseded values are not recommended for survey control. MX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0115.See file dsdata.txt to determine how the superseded data were derived. MX0115 MX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL594683(NAD 83) MX0115_MARKER: DD = SURVEY DISK MX0115_SETTING: 36 = BRIDGE MX0115_STAMPING: Z 493 RESET 1956 MX0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MX0115 MX0115 HISTORY - Date Condition Report By MX0115 HISTORY - 1956 MONUMENTED SPRR MX0115 MX0115 STATION DESCRIPTION MX0115 MX0115'DESCRIBED BY SOUTHERN PACIFIC RAILROAD 1956 MX0115'5.1 MI N FROM DUNSMUIR. MX0115'5.1 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM MX0115'THE STATION AT DUNSMUIR, KISKIYOU COUNTY, 450 FEET SOUTHEAST OF MX0115'SEARCHLIGHT SIGNAL 327.4, AT THE SEVENTEENTH CROSSING OVER MX0115'SACRAMENTO RIVER (BRIDGE 327.23), IN THE TOP OF THE NORTHEAST MX0115'CORNER OF THE NORTHWEST CONCRETE PARAPET WALL, 6.6 FEET NORTHEAST MX0115'OF THE NORTHEAST RAIL AND ABOUT 7 INCHES LOWER THAN THE TOP OF MX0115'THE RAIL. A STANDARD DISK, STAMPED Z 493 RESET 1956. NOTE-- THIS MX0115'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY MX0115'ENGINEERS OF THE SOUTHERN PACIFIC CO. IN AUGUST 1956.