1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1502 *********************************************************************** LU1502 DESIGNATION - 1038 USGS LU1502 PID - LU1502 LU1502 STATE/COUNTY- CA/HUMBOLDT LU1502 USGS QUAD - LORD-ELLIS SUMMIT (1973) LU1502 LU1502 *CURRENT SURVEY CONTROL LU1502 ___________________________________________________________________ LU1502* NAD 83(1986)- 40 54 32. (N) 123 48 39. (W) SCALED LU1502* NAVD 88 - 317.209 (meters) 1040.71 (feet) ADJUSTED LU1502 ___________________________________________________________________ LU1502 GEOID HEIGHT- -28.52 (meters) GEOID99 LU1502 DYNAMIC HT - 317.048 (meters) 1040.18 (feet) COMP LU1502 MODELED GRAV- 980,111.1 (mgal) NAVD 88 LU1502 LU1502 VERT ORDER - FIRST CLASS II LU1502 LU1502.The horizontal coordinates were scaled from a topographic map and have LU1502.an estimated accuracy of +/- 6 seconds. LU1502 LU1502.The orthometric height was determined by differential leveling LU1502.and adjusted by the National Geodetic Survey in June 1991. LU1502 LU1502.The geoid height was determined by GEOID99. LU1502 LU1502.The dynamic height is computed by dividing the NAVD 88 LU1502.geopotential number by the normal gravity value computed on the LU1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1502.degrees latitude (g = 980.6199 gals.). LU1502 LU1502.The modeled gravity was interpolated from observed gravity values. LU1502 LU1502; North East Units Estimated Accuracy LU1502;SPC CA 1 - 676,520. 1,847,460. MT (+/- 180 meters Scaled) LU1502 LU1502 SUPERSEDED SURVEY CONTROL LU1502 LU1502 NGVD 29 - 316.199 (m) 1037.40 (f) ADJ UNCH 1 2 LU1502 LU1502.Superseded values are not recommended for survey control. LU1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1502.See file dsdata.txt to determine how the superseded data were derived. LU1502 LU1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL317289(NAD 83) LU1502_MARKER: DD = SURVEY DISK LU1502_SETTING: 80 = SET IN A BOULDER LU1502_STAMPING: 1036.914 B 1906 LU1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU1502+STABILITY: SURFACE MOTION LU1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1502+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2002 LU1502 LU1502 HISTORY - Date Condition Report By LU1502 HISTORY - 1906 MONUMENTED USGS LU1502 HISTORY - 1935 GOOD NGS LU1502 HISTORY - 20021023 GOOD GEOCAC LU1502 LU1502 STATION DESCRIPTION LU1502 LU1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 LU1502'17.3 MI E FROM BLUE LAKE. LU1502'17.3 MILES EAST ALONG U.S. HIGHWAY 299 FROM BLUE LAKE, HUMBOLDT LU1502'COUNTY, AT A HAIRPIN CURVE IN THE HIGHWAY, 100 FEET SOUTHEAST OF LU1502'REDWOOD HOUSE IN 1931 (FORMERLY CALLED BERRYS RANCH HOUSE), JUST LU1502'NORTH OF THREE LARGE FORKED OAK TREES, 16 FEET SOUTHWEST OF THE LU1502'CENTERLINE OF THE HIGHWAY, AND IN THE WEST FACE OF A LARGE LU1502'BOULDER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, LU1502'STAMPED 1036.914 B 1906 AND SET VERTICALLY. LU1502 LU1502 STATION RECOVERY (2002) LU1502 LU1502'RECOVERY NOTE BY GEOCACHING 2002 (RRF) LU1502'N 40 54.552 W 123 48.701 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LV1297 *********************************************************************** LV1297 DESIGNATION - B 1089 RESET LV1297 PID - LV1297 LV1297 STATE/COUNTY- CA/HUMBOLDT LV1297 USGS QUAD - RODGERS PEAK (1966) LV1297 LV1297 *CURRENT SURVEY CONTROL LV1297 ___________________________________________________________________ LV1297* NAD 83(1986)- 41 10 46. (N) 124 06 21. (W) SCALED LV1297* NAVD 88 - 31.28 (+/-2cm) 102.6 (feet) VERTCON LV1297 ___________________________________________________________________ LV1297 GEOID HEIGHT- -29.52 (meters) GEOID99 LV1297 LV1297 VERT ORDER - THIRD (See Below) LV1297 LV1297.The horizontal coordinates were scaled from a topographic map and have LV1297.an estimated accuracy of +/- 6 seconds. LV1297 LV1297.The NAVD 88 height was computed by applying the VERTCON shift value to LV1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LV1297.The vertical order pertains to the superseded datum. LV1297 LV1297.The geoid height was determined by GEOID99. LV1297 LV1297; North East Units Estimated Accuracy LV1297;SPC CA 1 - 707,110. 1,823,340. MT (+/- 180 meters Scaled) LV1297 LV1297 SUPERSEDED SURVEY CONTROL LV1297 LV1297 NGVD 29 - 30.25 (m) 99.2 (f) RESET 3 LV1297 LV1297.Superseded values are not recommended for survey control. LV1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1297.See file dsdata.txt to determine how the superseded data were derived. LV1297 LV1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL072592(NAD 83) LV1297_MARKER: DD = SURVEY DISK LV1297_SETTING: 32 = CULVERT HEADWALL LV1297_STAMPING: B 1089 1967 RESET 1981 LV1297_MARK LOGO: CADT LV1297_MAGNETIC: N = NO MAGNETIC MATERIAL LV1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LV1297+STABILITY: SURFACE MOTION LV1297 LV1297 HISTORY - Date Condition Report By LV1297 HISTORY - 1981 MONUMENTED CADT LV1297 LV1297 STATION DESCRIPTION LV1297 LV1297'DESCRIBED BY CALTRANS 1981 LV1297'9.81 MILES (15.79 KM) NORTH ALONG US HIGHWAY 101 FROM TRINIDAD LV1297'UNDERPASS IN TRINIDAD, IN THE TOP AND 1.0 FOOT (0.3 M) NORTH OF THE LV1297'SOUTH END OF THE EAST CONCRETE HEADWALL OF CULVERT 110.72, 22.5 FEET LV1297'(6.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.5 FEET (1.1 M) LOWER LV1297'THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1877 *********************************************************************** LU1877 DESIGNATION - B 1404 X LU1877 PID - LU1877 LU1877 STATE/COUNTY- CA/HUMBOLDT LU1877 USGS QUAD - WEOTT (1969) LU1877 LU1877 *CURRENT SURVEY CONTROL LU1877 ___________________________________________________________________ LU1877* NAD 83(1986)- 40 21 18. (N) 123 55 31. (W) SCALED LU1877* NAVD 88 - 53.605 (meters) 175.87 (feet) ADJUSTED LU1877 ___________________________________________________________________ LU1877 GEOID HEIGHT- -30.33 (meters) GEOID99 LU1877 DYNAMIC HT - 53.578 (meters) 175.78 (feet) COMP LU1877 MODELED GRAV- 980,121.0 (mgal) NAVD 88 LU1877 LU1877 VERT ORDER - FIRST CLASS II LU1877 LU1877.The horizontal coordinates were scaled from a topographic map and have LU1877.an estimated accuracy of +/- 6 seconds. LU1877 LU1877.The orthometric height was determined by differential leveling LU1877.and adjusted by the National Geodetic Survey in December 1992. LU1877 LU1877.The geoid height was determined by GEOID99. LU1877 LU1877.The dynamic height is computed by dividing the NAVD 88 LU1877.geopotential number by the normal gravity value computed on the LU1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1877.degrees latitude (g = 980.6199 gals.). LU1877 LU1877.The modeled gravity was interpolated from observed gravity values. LU1877 LU1877; North East Units Estimated Accuracy LU1877;SPC CA 1 - 615,240. 1,836,470. MT (+/- 180 meters Scaled) LU1877 LU1877 SUPERSEDED SURVEY CONTROL LU1877 LU1877 NGVD 29 - 52.651 (m) 172.74 (f) ADJUSTED 1 2 LU1877 LU1877.Superseded values are not recommended for survey control. LU1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1877.See file dsdata.txt to determine how the superseded data were derived. LU1877 LU1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214675(NAD 83) LU1877_MARKER: DV = VERTICAL CONTROL DISK LU1877_SETTING: 38 = PIER LU1877_STAMPING: B 1404 X 1988 LU1877_MARK LOGO: NGS LU1877_MAGNETIC: N = NO MAGNETIC MATERIAL LU1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LU1877+STABILITY: POSITION/ELEVATION WELL LU1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1877+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 LU1877 LU1877 HISTORY - Date Condition Report By LU1877 HISTORY - 1988 MONUMENTED NGS LU1877 HISTORY - 19920730 GOOD NGS LU1877 HISTORY - 20021029 GOOD CADPR LU1877 LU1877 STATION DESCRIPTION LU1877 LU1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 LU1877'38.2 KM (23.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST LU1877'OFFICE IN GARBERVILLE, AT THE AVENUE OF THE GIANTS OVERPASS, SET LU1877'VERTICALLY IN THE NORTH FACE OF THE NORTHEAST 1 OF 4 PIERS OF THE LU1877'BRIDGE SPANNING THE SOUTH FORK OF THE EEL RIVER,46.7 M (153.2 FT) LU1877'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHEAST ABUTMENT, 9.3 M LU1877'(30.5 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.8 M (25.6 FT) LU1877'SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING WEST TO THE LU1877'ROCKEFELLER FOREST, 2.6 M (8.5 FT) EAST OF THE WEST END OF THE PIER, LU1877'AND 1.3 M (4.3 FT) ABOVE THE ROAD LEVEL. LU1877 LU1877 STATION RECOVERY (1992) LU1877 LU1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LU1877'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST LU1877'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LU1877'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. LU1877'HIGHWAY 101, SET VERTICALLY IN THE NORTH FACE OF THE FIRST CONCRETE LU1877'PIER SOUTH OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE LU1877'SOUTH FORK OF THE EEL RIVER, 9.3 M (30.5 FT) NORTHWEST OF THE CENTER LU1877'OF THE HIGHWAY, 7.8 M (25.6 FT) SOUTH OF THE CENTERLINE OF A PAVED LU1877'ROAD LEADING WEST TO ROCKEFELLER FOREST, 2.6 M (8.5 FT) EAST OF THE LU1877'WEST END OF THE PIER, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE LU1877'ROAD. LU1877 LU1877 STATION RECOVERY (2002) LU1877 LU1877'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK) LU1877'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0684 *********************************************************************** MX0684 DESIGNATION - C 646 RESET 1963 MX0684 PID - MX0684 MX0684 STATE/COUNTY- CA/HUMBOLDT MX0684 USGS QUAD - BALD HILLS (1982) MX0684 MX0684 *CURRENT SURVEY CONTROL MX0684 ___________________________________________________________________ MX0684* NAD 83(1986)- 41 11 35. (N) 123 56 18. (W) SCALED MX0684* NAVD 88 - 712.74 (meters) 2338.4 (feet) RESET MX0684 ___________________________________________________________________ MX0684 GEOID HEIGHT- -28.70 (meters) GEOID99 MX0684 MX0684 VERT ORDER - THIRD MX0684 MX0684.The horizontal coordinates were scaled from a topographic map and have MX0684.an estimated accuracy of +/- 6 seconds. MX0684 MX0684.The orthometric height was computed from unverified reset data. MX0684 MX0684.The geoid height was determined by GEOID99. MX0684 MX0684; North East Units Estimated Accuracy MX0684;SPC CA 1 - 708,300. 1,837,420. MT (+/- 180 meters Scaled) MX0684 MX0684 SUPERSEDED SURVEY CONTROL MX0684 MX0684 NGVD 29 - 711.70 (m) 2335.0 (f) RESET 3 MX0684 MX0684.Superseded values are not recommended for survey control. MX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0684.See file dsdata.txt to determine how the superseded data were derived. MX0684 MX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL213606(NAD 83) MX0684_MARKER: DB = BENCH MARK DISK MX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0684_STAMPING: C 646 RESET 1963 MX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0684+STABILITY: SURFACE MOTION MX0684 MX0684 HISTORY - Date Condition Report By MX0684 HISTORY - 1963 MONUMENTED LOCENG MX0684 MX0684 STATION DESCRIPTION MX0684 MX0684'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 MX0684'12.5 MI SE FROM ORICK. MX0684'ABOUT 12.5 MILES SOUTHEAST ALONG THE WEITCHPEC ROAD FROM THE MX0684'JUNCTION OF U.S. HIGHWAY 101 ABOUT ONE MILE NORTH OF ORICK, MX0684'HUMBOLDT COUNTY, 10 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 MX0684'FEET NORTH OF A WIRE FENCE LINE, 2 FEET NORTH OF A WOODEN FENCE, MX0684'AND NEAR A WITNESS POST, SET IN THE TOP OF A CONCRETE POST. MX0684'RESET BENCH MARK IS 27 FEET SOUTH OF THE ORIGINAL MARK DESCRIBED MX0684'ABOVE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1290 *********************************************************************** LU1290 DESIGNATION - D 1085 LU1290 PID - LU1290 LU1290 STATE/COUNTY- CA/HUMBOLDT LU1290 USGS QUAD - MYERS FLAT (1969) LU1290 LU1290 *CURRENT SURVEY CONTROL LU1290 ___________________________________________________________________ LU1290* NAD 83(1986)- 40 16 03. (N) 123 50 54. (W) SCALED LU1290* NAVD 88 - 64.916 (meters) 212.98 (feet) ADJUSTED LU1290 ___________________________________________________________________ LU1290 GEOID HEIGHT- -30.30 (meters) GEOID99 LU1290 DYNAMIC HT - 64.882 (meters) 212.87 (feet) COMP LU1290 MODELED GRAV- 980,100.0 (mgal) NAVD 88 LU1290 LU1290 VERT ORDER - FIRST CLASS II LU1290 LU1290.The horizontal coordinates were scaled from a topographic map and have LU1290.an estimated accuracy of +/- 6 seconds. LU1290 LU1290.The orthometric height was determined by differential leveling LU1290.and adjusted by the National Geodetic Survey in December 1992. LU1290 LU1290.The geoid height was determined by GEOID99. LU1290 LU1290.The dynamic height is computed by dividing the NAVD 88 LU1290.geopotential number by the normal gravity value computed on the LU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1290.degrees latitude (g = 980.6199 gals.). LU1290 LU1290.The modeled gravity was interpolated from observed gravity values. LU1290 LU1290; North East Units Estimated Accuracy LU1290;SPC CA 1 - 605,390. 1,842,800. MT (+/- 180 meters Scaled) LU1290 LU1290 SUPERSEDED SURVEY CONTROL LU1290 LU1290 NGVD 29 - 63.979 (m) 209.90 (f) ADJUSTED 1 2 LU1290 LU1290.Superseded values are not recommended for survey control. LU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1290.See file dsdata.txt to determine how the superseded data were derived. LU1290 LU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK278577(NAD 83) LU1290_MARKER: DB = BENCH MARK DISK LU1290_SETTING: 32 = HEADWALL LU1290_STAMPING: D 1085 1967 LU1290_MARK LOGO: CGS LU1290_MAGNETIC: N = NO MAGNETIC MATERIAL LU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU1290+STABILITY: SURFACE MOTION LU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1290+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 LU1290 LU1290 HISTORY - Date Condition Report By LU1290 HISTORY - 1967 MONUMENTED CGS LU1290 HISTORY - 19880328 GOOD NGS LU1290 HISTORY - 19920729 GOOD NGS LU1290 HISTORY - 20021029 GOOD CADPR LU1290 LU1290 STATION DESCRIPTION LU1290 LU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LU1290'3.2 MI N FROM MIRANDA. LU1290'3.2 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION LU1290'HIGH SCHOOL AT MIRANDA, AT THE NORTH END OF A CURVE AROUND A LU1290'ROCK CUT, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE LU1290'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 9.64, 17 FEET EAST OF LU1290'THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. LU1290 LU1290 STATION RECOVERY (1988) LU1290 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU1290'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 25.4 KM (15.80 LU1290'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN LU1290'GARBERVILLE, THENCE 15.7 KM (9.75 MI) NORTHERLY ALONG THE AVENUE OF LU1290'THE GIANTS. LU1290 LU1290 STATION RECOVERY (1992) LU1290 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LU1290'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST LU1290'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LU1290'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY LU1290'101, THENCE 15.8 KM (9.80 MI) NORTHERLY ALONG THE AVENUE OF THE LU1290'GIANTS, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE LU1290'EAST CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 9.64, AT THE LU1290'NORTH END OF A CURVE, 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF THE LU1290'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE. LU1290 LU1290 STATION RECOVERY (2002) LU1290 LU1290'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK) LU1290'DESCRIPTION GOOD EXCEPT THE DISK IS 1.0 FEET SOUTH OF THE NORTH END OF LU1290'THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1292 *********************************************************************** LU1292 DESIGNATION - E 1085 LU1292 PID - LU1292 LU1292 STATE/COUNTY- CA/HUMBOLDT LU1292 USGS QUAD - MYERS FLAT (1969) LU1292 LU1292 *CURRENT SURVEY CONTROL LU1292 ___________________________________________________________________ LU1292* NAD 83(1986)- 40 16 55. (N) 123 51 24. (W) SCALED LU1292* NAVD 88 - 64.108 (meters) 210.33 (feet) ADJUSTED LU1292 ___________________________________________________________________ LU1292 GEOID HEIGHT- -30.30 (meters) GEOID99 LU1292 DYNAMIC HT - 64.075 (meters) 210.22 (feet) COMP LU1292 MODELED GRAV- 980,098.7 (mgal) NAVD 88 LU1292 LU1292 VERT ORDER - FIRST CLASS II LU1292 LU1292.The horizontal coordinates were scaled from a topographic map and have LU1292.an estimated accuracy of +/- 6 seconds. LU1292 LU1292.The orthometric height was determined by differential leveling LU1292.and adjusted by the National Geodetic Survey in December 1992. LU1292 LU1292.The geoid height was determined by GEOID99. LU1292 LU1292.The dynamic height is computed by dividing the NAVD 88 LU1292.geopotential number by the normal gravity value computed on the LU1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1292.degrees latitude (g = 980.6199 gals.). LU1292 LU1292.The modeled gravity was interpolated from observed gravity values. LU1292 LU1292; North East Units Estimated Accuracy LU1292;SPC CA 1 - 607,010. 1,842,130. MT (+/- 180 meters Scaled) LU1292 LU1292 SUPERSEDED SURVEY CONTROL LU1292 LU1292 NGVD 29 - 63.171 (m) 207.25 (f) ADJUSTED 1 2 LU1292 LU1292.Superseded values are not recommended for survey control. LU1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1292.See file dsdata.txt to determine how the superseded data were derived. LU1292 LU1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK271594(NAD 83) LU1292_MARKER: DB = BENCH MARK DISK LU1292_SETTING: 38 = ABUTMENT LU1292_STAMPING: E 1085 1967 LU1292_MARK LOGO: CGS LU1292_MAGNETIC: N = NO MAGNETIC MATERIAL LU1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1292+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 LU1292 LU1292 HISTORY - Date Condition Report By LU1292 HISTORY - 1967 MONUMENTED CGS LU1292 HISTORY - 1981 GOOD CADT LU1292 HISTORY - 19880325 GOOD NGS LU1292 HISTORY - 19920729 GOOD NGS LU1292 HISTORY - 20021029 GOOD CADPR LU1292 LU1292 STATION DESCRIPTION LU1292 LU1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LU1292'4.3 MI N FROM MIRANDA. LU1292'4.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION LU1292'HIGH SCHOOL AT MIRANDA, AT HIGHWAY MILEAGE 10.80, IN THE TOP AND LU1292'1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE LU1292'CURB OF BRIDGE 4.09 OVER BRIDGE CREEK, 14 FEET NORTHEAST OF THE LU1292'CENTER LINE OF THE AVENUE, AND ABOUT 2 1/2 FEET HIGHER THAN THE LU1292'AVENUE. LU1292 LU1292 STATION RECOVERY (1981) LU1292 LU1292'RECOVERY NOTE BY CALTRANS 1981 LU1292'RECOVERED IN GOOD CONDITION. LU1292 LU1292 STATION RECOVERY (1988) LU1292 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU1292'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 25.4 KM (15.80 LU1292'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN LU1292'GARBERVILLE, THENCE 17.1 KM (10.65 MI) NORTHERLY ALONG THE AVENUE OF LU1292'THE GIANTS. LU1292 LU1292 STATION RECOVERY (1992) LU1292 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LU1292'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST LU1292'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LU1292'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY LU1292'101, THENCE 17.7 KM (11.00 MI) NORTHERLY ALONG THE AVENUE OF THE LU1292'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END LU1292'OF THE NORTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING BRIDGE LU1292'CREEK, AT MILEPOST 10.80, 4.3 M (14.1 FT) NORTHEAST OF THE CENTERLINE LU1292'OF THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE. LU1292 LU1292 STATION RECOVERY (2002) LU1292 LU1292'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK) LU1292'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1510 *********************************************************************** LU1510 DESIGNATION - E 76 RESET 1956 LU1510 PID - LU1510 LU1510 STATE/COUNTY- CA/HUMBOLDT LU1510 USGS QUAD - WILLOW CREEK (1979) LU1510 LU1510 *CURRENT SURVEY CONTROL LU1510 ___________________________________________________________________ LU1510* NAD 83(1986)- 40 55 56. (N) 123 40 37. (W) SCALED LU1510* NAVD 88 - 395.07 (meters) 1296.2 (feet) RESET LU1510 ___________________________________________________________________ LU1510 GEOID HEIGHT- -27.96 (meters) GEOID99 LU1510 LU1510 VERT ORDER - THIRD LU1510 LU1510.The horizontal coordinates were scaled from a topographic map and have LU1510.an estimated accuracy of +/- 6 seconds. LU1510 LU1510.The orthometric height was computed from unverified reset data. LU1510 LU1510.The geoid height was determined by GEOID99. LU1510 LU1510; North East Units Estimated Accuracy LU1510;SPC CA 1 - 678,890. 1,858,790. MT (+/- 180 meters Scaled) LU1510 LU1510 SUPERSEDED SURVEY CONTROL LU1510 LU1510.No superseded survey control is available for this station. LU1510 LU1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL430314(NAD 83) LU1510_MARKER: DB = BENCH MARK DISK LU1510_SETTING: 80 = SET IN A BOULDER LU1510_STAMPING: E 76 1931 RESET 1956 LU1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU1510+STABILITY: SURFACE MOTION LU1510 LU1510 HISTORY - Date Condition Report By LU1510 HISTORY - 1956 MONUMENTED BPR LU1510 HISTORY - 1973 MARK NOT FOUND NGS LU1510 LU1510 STATION DESCRIPTION LU1510 LU1510'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1956 LU1510'4 MI W FROM WILLOW CREEK. LU1510'4.0 MILES WEST ALONG U.S. HIGHWAY 299 FROM WILLOW CREEK, HUMBOLDT LU1510'COUNTY, 125 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT LU1510'STATION 92+25, ON NEW ALIGNMENT SECTION F OF THE HIGHWAY, 35 FEET LU1510'SOUTH OF A POWER POLE, IN LINE WITH THE POLE AND A GUY CABLE, LU1510'AND IN THE TOP OF A LARGE BOULDER. A STANDARD DISK, STAMPED E 76 LU1510'1931 RESET 1956. NOTE-- THIS BENCH MARK WAS ESTABLISHED BY LU1510'ENGINEERS OF THE U.S. BUREAU OF PUBLIC ROADS IN NOVEMBER 1956. LU1510 LU1510 STATION RECOVERY (1973) LU1510 LU1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 LU1510'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1293 *********************************************************************** LU1293 DESIGNATION - F 1085 LU1293 PID - LU1293 LU1293 STATE/COUNTY- CA/HUMBOLDT LU1293 USGS QUAD - MYERS FLAT (1969) LU1293 LU1293 *CURRENT SURVEY CONTROL LU1293 ___________________________________________________________________ LU1293* NAD 83(1986)- 40 16 44. (N) 123 51 46. (W) SCALED LU1293* NAVD 88 - 90.553 (meters) 297.09 (feet) ADJUSTED LU1293 ___________________________________________________________________ LU1293 GEOID HEIGHT- -30.31 (meters) GEOID99 LU1293 DYNAMIC HT - 90.505 (meters) 296.93 (feet) COMP LU1293 MODELED GRAV- 980,101.5 (mgal) NAVD 88 LU1293 LU1293 VERT ORDER - FIRST CLASS II LU1293 LU1293.The horizontal coordinates were scaled from a topographic map and have LU1293.an estimated accuracy of +/- 6 seconds. LU1293 LU1293.The orthometric height was determined by differential leveling LU1293.and adjusted by the National Geodetic Survey in December 1992. LU1293 LU1293.The geoid height was determined by GEOID99. LU1293 LU1293.The dynamic height is computed by dividing the NAVD 88 LU1293.geopotential number by the normal gravity value computed on the LU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1293.degrees latitude (g = 980.6199 gals.). LU1293 LU1293.The modeled gravity was interpolated from observed gravity values. LU1293 LU1293; North East Units Estimated Accuracy LU1293;SPC CA 1 - 606,680. 1,841,600. MT (+/- 180 meters Scaled) LU1293 LU1293 SUPERSEDED SURVEY CONTROL LU1293 LU1293 NGVD 29 - 89.614 (m) 294.01 (f) ADJUSTED 1 2 LU1293 LU1293.Superseded values are not recommended for survey control. LU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1293.See file dsdata.txt to determine how the superseded data were derived. LU1293 LU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK266590(NAD 83) LU1293_MARKER: DB = BENCH MARK DISK LU1293_SETTING: 30 = CATCH BASIN LU1293_STAMPING: F 1085 1967 LU1293_MARK LOGO: CGS LU1293_MAGNETIC: N = NO MAGNETIC MATERIAL LU1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1293+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 LU1293 LU1293 HISTORY - Date Condition Report By LU1293 HISTORY - 1967 MONUMENTED CGS LU1293 HISTORY - 1981 GOOD CADT LU1293 HISTORY - 19880325 GOOD NGS LU1293 HISTORY - 19920729 GOOD NGS LU1293 HISTORY - 20021029 GOOD CADPR LU1293 LU1293 STATION DESCRIPTION LU1293 LU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LU1293'4.8 MI N FROM MIRANDA. LU1293'4.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION LU1293'HIGH SCHOOL, AT MIRANDA, 0.05 MILE SOUTH OF THE JUNCTION OF A LU1293'PAVED ROAD EAST TO A PARK, IN THE TOP OF THE SOUTHEAST CORNER OF LU1293'4- BY 4-FOOT CATCH BASIN 11.29, 27 FEET WEST OF THE CENTER LINE LU1293'OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. LU1293 LU1293 STATION RECOVERY (1981) LU1293 LU1293'RECOVERY NOTE BY CALTRANS 1981 LU1293'RECOVERED IN GOOD CONDITION. LU1293 LU1293 STATION RECOVERY (1988) LU1293 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU1293'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 10.5 KM (6.50 LU1293'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN LU1293'GARBERVILLE, THENCE 17.8 KM (11.05 MI) NORTHERLY ALONG THE AVENUE OF LU1293'THE GIANTS. LU1293 LU1293 STATION RECOVERY (1992) LU1293 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LU1293'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST LU1293'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LU1293'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY LU1293'101, THENCE 18.5 KM (11.50 MI) NORTHERLY ALONG THE AVENUE OF THE LU1293'GIANTS, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN AT LU1293'MILEPOST 11.29, 0.1 KM (0.05 MI) SOUTHEAST OF THE INTERSECTION OF A LU1293'PAVED ROAD LEADING EAST TO A PARK, AND 8.2 M (26.9 FT) WEST OF AND LU1293'LEVEL WITH THE AVENUE CENTERLINE. LU1293 LU1293 STATION RECOVERY (2002) LU1293 LU1293'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK) LU1293'LOCATED 1300 FEET +/- NORTH OF THE ENTRANCE TO HIDDEN SPRINGS LU1293'CAMPGROUND IN HUMBOLDT REDWOODS STATE PARK 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4367 *********************************************************************** AA4367 DESIGNATION - FRENCH RESET AA4367 PID - AA4367 AA4367 STATE/COUNTY- CA/HUMBOLDT AA4367 USGS QUAD - FRENCH CAMP RIDGE (1983) AA4367 AA4367 *CURRENT SURVEY CONTROL AA4367 ___________________________________________________________________ AA4367* NAD 83(1986)- 41 10 26. (N) 123 48 52. (W) SCALED AA4367* NAVD 88 - 959.60 (+/-2cm) 3148.3 (feet) VERTCON AA4367 ___________________________________________________________________ AA4367 GEOID HEIGHT- -28.24 (meters) GEOID99 AA4367 AA4367 VERT ORDER - THIRD (See Below) AA4367 AA4367.The horizontal coordinates were scaled from a topographic map and have AA4367.an estimated accuracy of +/- 6 seconds. AA4367 AA4367.The NAVD 88 height was computed by applying the VERTCON shift value to AA4367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4367.The vertical order pertains to the superseded datum. AA4367 AA4367.The geoid height was determined by GEOID99. AA4367 AA4367; North East Units Estimated Accuracy AA4367;SPC CA 1 - 705,950. 1,847,770. MT (+/- 180 meters Scaled) AA4367 AA4367 SUPERSEDED SURVEY CONTROL AA4367 AA4367 NGVD 29 - 958.55 (m) 3144.8 (f) RESET 3 AA4367 AA4367.Superseded values are not recommended for survey control. AA4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4367.See file dsdata.txt to determine how the superseded data were derived. AA4367 AA4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL316583(NAD 83) AA4367_MARKER: DS = TRIANGULATION STATION DISK AA4367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4367_STAMPING: FRENCH 1942 1978 AA4367_MARK LOGO: NGS AA4367_MAGNETIC: N = NO MAGNETIC MATERIAL AA4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4367+STABILITY: SURFACE MOTION AA4367 AA4367 HISTORY - Date Condition Report By AA4367 HISTORY - 1978 MONUMENTED NGS AA4367 AA4367 STATION DESCRIPTION AA4367 AA4367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) AA4367'11.6 MILES (18.7 KM) WEST ALONG THE BRICK ROAD FROM THE NORTH END OF AA4367'THE BRIDGE OVER THE KLAMATH RIVER IN WEITCHPEC, ON THE TOP OF A BRUSHY AA4367'HILL, ABOUT 150 FEET (45.7 M) WEST OF THE CENTERLINE OF THE ROAD AND 5 AA4367'FEET (1.5 M) NORTHEAST OF THE CENTERLINE OF A DIM ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA4337 *********************************************************************** AA4337 DESIGNATION - FRENCH RM 3 AA4337 PID - AA4337 AA4337 STATE/COUNTY- CA/HUMBOLDT AA4337 USGS QUAD - FRENCH CAMP RIDGE (1983) AA4337 AA4337 *CURRENT SURVEY CONTROL AA4337 ___________________________________________________________________ AA4337* NAD 83(1986)- 41 10 25. (N) 123 48 50. (W) SCALED AA4337* NAVD 88 - 959.70 (+/-2cm) 3148.6 (feet) VERTCON AA4337 ___________________________________________________________________ AA4337 GEOID HEIGHT- -28.23 (meters) GEOID99 AA4337 AA4337 VERT ORDER - THIRD (See Below) AA4337 AA4337.The horizontal coordinates were scaled from a topographic map and have AA4337.an estimated accuracy of +/- 6 seconds. AA4337 AA4337.The NAVD 88 height was computed by applying the VERTCON shift value to AA4337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4337.The vertical order pertains to the superseded datum. AA4337 AA4337.The geoid height was determined by GEOID99. AA4337 AA4337; North East Units Estimated Accuracy AA4337;SPC CA 1 - 705,920. 1,847,810. MT (+/- 180 meters Scaled) AA4337 AA4337 SUPERSEDED SURVEY CONTROL AA4337 AA4337 NGVD 29 - 958.66 (m) 3145.2 (f) RESET 3 AA4337 AA4337.Superseded values are not recommended for survey control. AA4337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4337.See file dsdata.txt to determine how the superseded data were derived. AA4337 AA4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL317583(NAD 83) AA4337_MARKER: DR = REFERENCE MARK DISK AA4337_SETTING: 0 = UNSPECIFIED SETTING AA4337_STAMPING: FRENCH 1942 NO 3 1978 AA4337_MARK LOGO: NGS AA4337_MAGNETIC: N = NO MAGNETIC MATERIAL AA4337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA4337 AA4337 HISTORY - Date Condition Report By AA4337 HISTORY - 1978 MONUMENTED NGS AA4337 HISTORY - 19780921 GOOD NGS AA4337 AA4337 STATION DESCRIPTION AA4337 AA4337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) AA4337'11.6 MILES (18.7 KM) WEST ALONG THE BRICK ROAD FROM THE NORTH END OF AA4337'THE BRIDGE OVER THE KLAMATH RIVER IN WEITCHPEC, ON THE TOP OF A BRUSHY AA4337'HILL, ABOUT 150 FEET (45.7 M) WEST OF THE CENTERLINE OF THE ROAD, 15 AA4337'FEET (4.6 M) SOUTHWEST OF THE CENTERLINE OF A DIM ROAD AND 21.4 FEET AA4337'(6.5 M) SOUTH-SOUTHWEST OF TRIANGULATION STATION FRENCH RESET 1978, IN AA4337'TOP OF A ALUMINUM MONUMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9737 *********************************************************************** AA9737 DESIGNATION - G 1401 RESET AA9737 PID - AA9737 AA9737 STATE/COUNTY- CA/HUMBOLDT AA9737 USGS QUAD - EUREKA (1972) AA9737 AA9737 *CURRENT SURVEY CONTROL AA9737 ___________________________________________________________________ AA9737* NAD 83(1986)- 40 47 53. (N) 124 10 29. (W) SCALED AA9737* NAVD 88 - 3.42 (meters) 11.2 (feet) RESET AA9737 ___________________________________________________________________ AA9737 GEOID HEIGHT- -30.45 (meters) GEOID99 AA9737 AA9737 VERT ORDER - THIRD AA9737 AA9737.The horizontal coordinates were scaled from a topographic map and have AA9737.an estimated accuracy of +/- 6 seconds. AA9737 AA9737.The orthometric height was computed from unverified reset data. AA9737 AA9737.The geoid height was determined by GEOID99. AA9737 AA9737; North East Units Estimated Accuracy AA9737;SPC CA 1 - 664,920. 1,816,510. MT (+/- 180 meters Scaled) AA9737 AA9737 SUPERSEDED SURVEY CONTROL AA9737 AA9737.No superseded survey control is available for this station. AA9737 AA9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL009170(NAD 83) AA9737_MARKER: DV = VERTICAL CONTROL DISK AA9737_SETTING: 37 = RETAINING WALL AA9737_STAMPING: G 1401 RESET 1992 AA9737_MARK LOGO: NGS AA9737_MAGNETIC: N = NO MAGNETIC MATERIAL AA9737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9737 AA9737 HISTORY - Date Condition Report By AA9737 HISTORY - 1992 MONUMENTED LOCENG AA9737 AA9737 STATION DESCRIPTION AA9737 AA9737'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (MJO) AA9737'IN EUREKA, AT THE SOUTHEAST CORNER OF BROADWAY (US 101) AND WASHINGTON AA9737'STREET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU1295 *********************************************************************** LU1295 DESIGNATION - H 1085 LU1295 PID - LU1295 LU1295 STATE/COUNTY- CA/HUMBOLDT LU1295 USGS QUAD - MYERS FLAT (1969) LU1295 LU1295 *CURRENT SURVEY CONTROL LU1295 ___________________________________________________________________ LU1295* NAD 83(1986)- 40 15 59. (N) 123 52 10. (W) SCALED LU1295* NAVD 88 - 62.867 (meters) 206.26 (feet) ADJUSTED LU1295 ___________________________________________________________________ LU1295 GEOID HEIGHT- -30.33 (meters) GEOID99 LU1295 DYNAMIC HT - 62.833 (meters) 206.14 (feet) COMP LU1295 MODELED GRAV- 980,098.2 (mgal) NAVD 88 LU1295 LU1295 VERT ORDER - FIRST CLASS II LU1295 LU1295.The horizontal coordinates were scaled from a topographic map and have LU1295.an estimated accuracy of +/- 6 seconds. LU1295 LU1295.The orthometric height was determined by differential leveling LU1295.and adjusted by the National Geodetic Survey in December 1992. LU1295 LU1295.The geoid height was determined by GEOID99. LU1295 LU1295.The dynamic height is computed by dividing the NAVD 88 LU1295.geopotential number by the normal gravity value computed on the LU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LU1295.degrees latitude (g = 980.6199 gals.). LU1295 LU1295.The modeled gravity was interpolated from observed gravity values. LU1295 LU1295; North East Units Estimated Accuracy LU1295;SPC CA 1 - 605,300. 1,841,000. MT (+/- 180 meters Scaled) LU1295 LU1295 SUPERSEDED SURVEY CONTROL LU1295 LU1295 NGVD 29 - 61.926 (m) 203.17 (f) ADJUSTED 1 2 LU1295 LU1295.Superseded values are not recommended for survey control. LU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU1295.See file dsdata.txt to determine how the superseded data were derived. LU1295 LU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK260576(NAD 83) LU1295_MARKER: DB = BENCH MARK DISK LU1295_SETTING: 38 = PIER LU1295_STAMPING: H 1085 1967 LU1295_MARK LOGO: CGS LU1295_MAGNETIC: N = NO MAGNETIC MATERIAL LU1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LU1295+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002 LU1295 LU1295 HISTORY - Date Condition Report By LU1295 HISTORY - 1967 MONUMENTED CGS LU1295 HISTORY - 1981 GOOD CADT LU1295 HISTORY - 19880325 GOOD NGS LU1295 HISTORY - 19920730 GOOD NGS LU1295 HISTORY - 20021029 GOOD CADPR LU1295 LU1295 STATION DESCRIPTION LU1295 LU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LU1295'5.8 MI N FROM MIRANDA. LU1295'5.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION LU1295'HIGH SCHOOL AT MIRANDA, AT THE SOUTHEAST EDGE OF MYERS FLAT, SET LU1295'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST ONE OF FOUR LU1295'CONCRETE PIERS FOR THE FREEWAY OVERPASS, 24 FEET SOUTHEAST OF LU1295'THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE LU1295'AVENUE. LU1295 LU1295 STATION RECOVERY (1981) LU1295 LU1295'RECOVERY NOTE BY CALTRANS 1981 LU1295'AT POST MILE 12.29 ON STATE ROUTE 254, IN A PIER FOR THE STATE ROUTE LU1295'101 OVERPASS BRIDGE NO. 4-124. LU1295 LU1295 STATION RECOVERY (1988) LU1295 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LU1295'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 25.4 KM (15.80 LU1295'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN LU1295'GARBERVILLE. LU1295 LU1295 STATION RECOVERY (1992) LU1295 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LU1295'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST LU1295'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG LU1295'REDWOOD DRIVE, THENCE 26.6 KM (16.50 MI) NORTHERLY ALONG U.S. HIGHWAY LU1295'101, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHEASTERLY LU1295'CONCRETE COLUMN OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT LU1295'OF THE HIGHWAY OVERPASS OF STATE HIGHWAY 254 (AVENUE OF THE GIANTS), LU1295'7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, AND LU1295'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. LU1295 LU1295 STATION RECOVERY (2002) LU1295 LU1295'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK) LU1295'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LV1300 *********************************************************************** LV1300 DESIGNATION - I 6+92 RESET LV1300 PID - LV1300 LV1300 STATE/COUNTY- CA/HUMBOLDT LV1300 USGS QUAD - ARCATA NORTH (1972) LV1300 LV1300 *CURRENT SURVEY CONTROL LV1300 ___________________________________________________________________ LV1300* NAD 83(1986)- 40 52 38. (N) 124 04 59. (W) SCALED LV1300* NAVD 88 - 24.20 (+/-2cm) 79.4 (feet) VERTCON LV1300 ___________________________________________________________________ LV1300 GEOID HEIGHT- -29.96 (meters) GEOID99 LV1300 LV1300 VERT ORDER - THIRD (See Below) LV1300 LV1300.The horizontal coordinates were scaled from a topographic map and have LV1300.an estimated accuracy of +/- 6 seconds. LV1300 LV1300.The NAVD 88 height was computed by applying the VERTCON shift value to LV1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LV1300.The vertical order pertains to the superseded datum. LV1300 LV1300.The geoid height was determined by GEOID99. LV1300 LV1300; North East Units Estimated Accuracy LV1300;SPC CA 1 - 673,520. 1,824,450. MT (+/- 180 meters Scaled) LV1300 LV1300 SUPERSEDED SURVEY CONTROL LV1300 LV1300 NGVD 29 - 23.18 (m) 76.0 (f) RESET 3 LV1300 LV1300.Superseded values are not recommended for survey control. LV1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1300.See file dsdata.txt to determine how the superseded data were derived. LV1300 LV1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087256(NAD 83) LV1300_MARKER: DD = SURVEY DISK LV1300_SETTING: 37 = RETAINING WALL LV1300_STAMPING: I 6+92 1967 RESET 1975 LV1300_MARK LOGO: CADT LV1300_MAGNETIC: N = NO MAGNETIC MATERIAL LV1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV1300 LV1300 HISTORY - Date Condition Report By LV1300 HISTORY - 1975 MONUMENTED CADT LV1300 LV1300 STATION DESCRIPTION LV1300 LV1300'DESCRIBED BY CALTRANS 1975 LV1300'IN ARCATA, AT THE UNIVERSITY PEDESTRIAN UNDERCROSING UNDER THE L. K. LV1300'WOOD BOULEVARD, THIS UNDERCROSSING BEING THE EASTERLY CONTINUATION OF LV1300'THE 17TH STREET PEDESTRIAN OVERCROSSING OVER US HIGHWAY 101 AT MILE LV1300'POST 86.70, IN AN OPENING BETWEEN THE LANES OF THE BOULEVARD, SET IN LV1300'THE CENTER OF THE TOP OF THE CURVED CONCRETE RETAINING WALL OF THE LV1300'UNDERCROSSING, ABOUT 9 FEET (2.7 M) BELOW THE BOULEVARD PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0619 *********************************************************************** MX0619 DESIGNATION - J 862 RESET 1952 MX0619 PID - MX0619 MX0619 STATE/COUNTY- CA/HUMBOLDT MX0619 USGS QUAD - WEITCHPEC (1979) MX0619 MX0619 *CURRENT SURVEY CONTROL MX0619 ___________________________________________________________________ MX0619* NAD 83(1986)- 41 11 15. (N) 123 41 20. (W) SCALED MX0619* NAVD 88 - 114.07 (meters) 374.2 (feet) RESET MX0619 ___________________________________________________________________ MX0619 GEOID HEIGHT- -27.83 (meters) GEOID99 MX0619 MX0619 VERT ORDER - THIRD MX0619 MX0619.The horizontal coordinates were scaled from a topographic map and have MX0619.an estimated accuracy of +/- 6 seconds. MX0619 MX0619.The orthometric height was computed from unverified reset data. MX0619.No vertical observational check was made to the station. MX0619 MX0619.The geoid height was determined by GEOID99. MX0619 MX0619; North East Units Estimated Accuracy MX0619;SPC CA 1 - 707,250. 1,858,330. MT (+/- 180 meters Scaled) MX0619 MX0619 SUPERSEDED SURVEY CONTROL MX0619 MX0619 NGVD 29 - 113.06 (m) 370.9 (f) RESET 3 MX0619 MX0619.Superseded values are not recommended for survey control. MX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0619.See file dsdata.txt to determine how the superseded data were derived. MX0619 MX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL422598(NAD 83) MX0619_MARKER: DB = BENCH MARK DISK MX0619_SETTING: 66 = SET IN ROCK OUTCROP MX0619_STAMPING: J 862 1949 RESET 1952 MX0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0619+STABILITY: POSITION/ELEVATION WELL MX0619 MX0619 HISTORY - Date Condition Report By MX0619 HISTORY - 1953 MONUMENTED CADH MX0619 MX0619 STATION DESCRIPTION MX0619 MX0619'DESCRIBED BY CA DIV OF HIGHWAYS 1953 MX0619'0.8 MI NE FROM WEITCHPEC. MX0619'0.8 MILE NORTHEAST ALONG STATE HIGHWAY 92 FROM THE NORTH END OF MX0619'THE KLAMATH RIVER BRIDGE AT WEITCHPEC, HUMBOLDT COUNTY, ON THE MX0619'SOUTH SIDE OF A TANGENT, 690 FEET WEST OF THE INTERSECTION OF A MX0619'DIRT ROAD LEADING NORTH, 39 FEET SOUTH OF THE CENTERLINE OF THE MX0619'HIGHWAY, 0.4 FOOT LOWER THAN THE HIGHWAY, AND IN ROCK. A MX0619'STANDARD DISK, STAMPED J 862 1949 RESET 1952. NOTE-- THIS BENCH MX0619'MARK WAS ESTABLISHED BY ENGINEERS OF THE STATE DIVISION OF MX0619'HIGHWAYS IN SEPTEMBER 1953. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LV1298 *********************************************************************** LV1298 DESIGNATION - K 75 RESET LV1298 PID - LV1298 LV1298 STATE/COUNTY- CA/HUMBOLDT LV1298 USGS QUAD - EUREKA (1972) LV1298 LV1298 *CURRENT SURVEY CONTROL LV1298 ___________________________________________________________________ LV1298* NAD 83(1986)- 40 46 47. (N) 124 11 11. (W) SCALED LV1298* NAVD 88 - 5.38 (+/-2cm) 17.7 (feet) VERTCON LV1298 ___________________________________________________________________ LV1298 GEOID HEIGHT- -30.52 (meters) GEOID99 LV1298 LV1298 VERT ORDER - THIRD (See Below) LV1298 LV1298.The horizontal coordinates were scaled from a topographic map and have LV1298.an estimated accuracy of +/- 6 seconds. LV1298 LV1298.The NAVD 88 height was computed by applying the VERTCON shift value to LV1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LV1298.The vertical order pertains to the superseded datum. LV1298 LV1298.The geoid height was determined by GEOID99. LV1298 LV1298; North East Units Estimated Accuracy LV1298;SPC CA 1 - 662,910. 1,815,480. MT (+/- 180 meters Scaled) LV1298 LV1298 SUPERSEDED SURVEY CONTROL LV1298 LV1298 NGVD 29 - 4.36 (m) 14.3 (f) RESET 3 LV1298 LV1298.Superseded values are not recommended for survey control. LV1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1298.See file dsdata.txt to determine how the superseded data were derived. LV1298 LV1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL998149(NAD 83) LV1298_MARKER: DD = SURVEY DISK LV1298_SETTING: 31 = CURB LV1298_STAMPING: K 75 1931 RESET 1985 LV1298_MARK LOGO: CADT LV1298_MAGNETIC: N = NO MAGNETIC MATERIAL LV1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LV1298 LV1298 HISTORY - Date Condition Report By LV1298 HISTORY - 1985 MONUMENTED CADT LV1298 LV1298 STATION DESCRIPTION LV1298 LV1298'DESCRIBED BY CALTRANS 1985 LV1298'IN THE CITY OF EUREKA ON BROADWAY (US 101), 0.08 MILE (0.13 KM) LV1298'NORTHERLY OF HARRIS STREET, 135 FEET (41.1 M) NORTHERLY OF STREET LV1298'LIGHT POLE 3198, 150 FEET (45.7 M) SOUTHERLY OF STREET LIGHT POLE LV1298'3196, 155 FEET (47.2 M) SOUTHERLY OF A DRIP INLET GRATE FOR A CULVERT LV1298'AT MILE POST 76.44, AT MILE POST 76.41, IN THE TOP OF THE WESTERLY LV1298'CURB FOR THE HIGHWAY, 75 FEET (22.9 M) SOUTHERLY OF THE SOUTHEAST LV1298'CORNER OF THE BUILDING AT 3100 BROADWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2331 *********************************************************************** LU2331 DESIGNATION - R 1084 RESET LU2331 PID - LU2331 LU2331 STATE/COUNTY- CA/HUMBOLDT LU2331 USGS QUAD - MIRANDA (1970) LU2331 LU2331 *CURRENT SURVEY CONTROL LU2331 ___________________________________________________________________ LU2331* NAD 83(1986)- 40 09 44. (N) 123 47 13. (W) SCALED LU2331* NAVD 88 - 86.75 (+/-2cm) 284.6 (feet) VERTCON LU2331 ___________________________________________________________________ LU2331 GEOID HEIGHT- -30.25 (meters) GEOID99 LU2331 LU2331 VERT ORDER - THIRD (See Below) LU2331 LU2331.The horizontal coordinates were scaled from a topographic map and have LU2331.an estimated accuracy of +/- 6 seconds. LU2331 LU2331.The NAVD 88 height was computed by applying the VERTCON shift value to LU2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2331.The vertical order pertains to the superseded datum. LU2331 LU2331.The geoid height was determined by GEOID99. LU2331 LU2331; North East Units Estimated Accuracy LU2331;SPC CA 1 - 593,590. 1,847,780. MT (+/- 180 meters Scaled) LU2331 LU2331 SUPERSEDED SURVEY CONTROL LU2331 LU2331 NGVD 29 - 85.82 (m) 281.6 (f) RESET 3 LU2331 LU2331.Superseded values are not recommended for survey control. LU2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2331.See file dsdata.txt to determine how the superseded data were derived. LU2331 LU2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK329460(NAD 83) LU2331_MARKER: DD = SURVEY DISK LU2331_SETTING: 32 = RETAINING WALL LU2331_STAMPING: R 1084 1967 RESET 1982 LU2331_MARK LOGO: CADT LU2331_MAGNETIC: N = NO MAGNETIC MATERIAL LU2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2331+STABILITY: SURFACE MOTION LU2331 LU2331 HISTORY - Date Condition Report By LU2331 HISTORY - 1982 MONUMENTED CADT LU2331 LU2331 STATION DESCRIPTION LU2331 LU2331'DESCRIBED BY CALTRANS 1982 LU2331'4.9 MILES (7.9 KM) NORTH ALONG US HIGHWAY 101 FROM THE REDWOOD DRIVE LU2331'OVERCROSSING BRIDGE IN GARBERVILLE, IN THE TOP OF THE CONCRETE LU2331'RETAINING WALL AT THE BACK OF THE 3 FOOT (0.9 M) BY 4 FOOT (1.2 M) LU2331'CONCRETE DRIP INLET AT THE SOUTHEASTERLY END OF THE HIGHWAY CULVERT AT LU2331'MILEPOST R16.33, 45 FEET (13.7 M) SOUTHEASTERLY FROM THE CENTER OF LU2331'THE HIGHWAY MEDIAN, 16 FEET (4.9 M) FROM AND ABOUT THE SAME ELEVATION LU2331'AS THE PAVED EDGE OF THE TRAVELLED WAY, 2.8 FEET (0.9 M) ABOVE THE LU2331'WOODEN LID OF THE DROP INLET, AND IN THE SOUTHEAST CORNER OF THE LU2331'RETAINING WALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2332 *********************************************************************** LU2332 DESIGNATION - U 1085 RESET LU2332 PID - LU2332 LU2332 STATE/COUNTY- CA/HUMBOLDT LU2332 USGS QUAD - WEOTT (1969) LU2332 LU2332 *CURRENT SURVEY CONTROL LU2332 ___________________________________________________________________ LU2332* NAD 83(1986)- 40 21 18. (N) 123 55 30. (W) SCALED LU2332* NAVD 88 - 59.51 (+/-2cm) 195.2 (feet) VERTCON LU2332 ___________________________________________________________________ LU2332 GEOID HEIGHT- -30.33 (meters) GEOID99 LU2332 LU2332 VERT ORDER - THIRD (See Below) LU2332 LU2332.The horizontal coordinates were scaled from a topographic map and have LU2332.an estimated accuracy of +/- 6 seconds. LU2332 LU2332.The NAVD 88 height was computed by applying the VERTCON shift value to LU2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2332.The vertical order pertains to the superseded datum. LU2332 LU2332.The geoid height was determined by GEOID99. LU2332 LU2332; North East Units Estimated Accuracy LU2332;SPC CA 1 - 615,240. 1,836,500. MT (+/- 180 meters Scaled) LU2332 LU2332 SUPERSEDED SURVEY CONTROL LU2332 LU2332 NGVD 29 - 58.56 (m) 192.1 (f) RESET 3 LU2332 LU2332.Superseded values are not recommended for survey control. LU2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2332.See file dsdata.txt to determine how the superseded data were derived. LU2332 LU2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214675(NAD 83) LU2332_MARKER: DD = SURVEY DISK LU2332_SETTING: 37 = BRIDGE WINGWALL LU2332_STAMPING: U 1085 1967 RESET 1987 LU2332_MARK LOGO: CADT LU2332_MAGNETIC: N = NO MAGNETIC MATERIAL LU2332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LU2332 LU2332 HISTORY - Date Condition Report By LU2332 HISTORY - 1987 MONUMENTED CADT LU2332 LU2332 STATION DESCRIPTION LU2332 LU2332'DESCRIBED BY CALTRANS 1987 LU2332'7.95 MILES (12.79 KM) NORTH ALONG THE AVENUE OF THE GIANTS (ROUTE 254) LU2332'FROM THE MYERS FLAT OVERPASS IN MYERS FLAT, SET VERTICALLY IN THE LU2332'EAST FACE OF THE EASTERLY WINGWALL OF THE NORTH ABUTMENT OF BRIDGE LU2332'NO. 4-76 (GEORGE M. LEATHERWOOD MEMORIAL BRIDGE) OVER THE SOUTH FORK LU2332'OF THE EEL RIVER, 28 FEET (8.5 M) EASTERLY OF THE CENTERLINE OF THE LU2332'HIGHWAY, 5.5 FEET (1.7 M) SOUTH OF THE NORTH END OF THE RETAINING LU2332'WALL, ABOUT 1.8 FEET (0.5 M) LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LV1299 *********************************************************************** LV1299 DESIGNATION - U 1086 RESET LV1299 PID - LV1299 LV1299 STATE/COUNTY- CA/HUMBOLDT LV1299 USGS QUAD - FORTUNA (1972) LV1299 LV1299 *CURRENT SURVEY CONTROL LV1299 ___________________________________________________________________ LV1299* NAD 83(1986)- 40 32 04. (N) 124 08 59. (W) SCALED LV1299* NAVD 88 - 20.46 (+/-2cm) 67.1 (feet) VERTCON LV1299 ___________________________________________________________________ LV1299 GEOID HEIGHT- -30.77 (meters) GEOID99 LV1299 LV1299 VERT ORDER - THIRD (See Below) LV1299 LV1299.The horizontal coordinates were scaled from a topographic map and have LV1299.an estimated accuracy of +/- 6 seconds. LV1299 LV1299.The NAVD 88 height was computed by applying the VERTCON shift value to LV1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LV1299.The vertical order pertains to the superseded datum. LV1299 LV1299.The geoid height was determined by GEOID99. LV1299 LV1299; North East Units Estimated Accuracy LV1299;SPC CA 1 - 635,600. 1,817,900. MT (+/- 180 meters Scaled) LV1299 LV1299 SUPERSEDED SURVEY CONTROL LV1299 LV1299 NGVD 29 - 19.48 (m) 63.9 (f) RESET 3 LV1299 LV1299.Superseded values are not recommended for survey control. LV1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1299.See file dsdata.txt to determine how the superseded data were derived. LV1299 LV1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK026877(NAD 83) LV1299_MARKER: DD = SURVEY DISK LV1299_SETTING: 32 = CULVERT HEADWALL LV1299_STAMPING: U 1086 1967 RESET 1982 LV1299_MARK LOGO: CADT LV1299_MAGNETIC: N = NO MAGNETIC MATERIAL LV1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LV1299+STABILITY: SURFACE MOTION LV1299 LV1299 HISTORY - Date Condition Report By LV1299 HISTORY - 1982 MONUMENTED CADT LV1299 LV1299 STATION DESCRIPTION LV1299 LV1299'DESCRIBED BY CALTRANS 1982 LV1299'3.9 MILES (6.3 KM) SOUTH ALONG US HIGHWAY 101 FROM THE 12TH STREET LV1299'OVERCROSSING BRIDGE IN FORTUNA, 0.25 MILES (0.40 KM) SOUTH FROM THE LV1299'SOUTH END OF THE HIGHWAY BRIDGES OVER THE VAN DUZEN RIVER, IN THE TOP LV1299'OF AN 8-FOOT CONCRETE INLET HEADWALL FOR THE HIGHWAY CULVERT AT MILE LV1299'POST 56.60, 46 FEET (14.0 M) EASTERLY FROM THE CENTER OF THE MEDIAN LV1299'BETWEEN OPPOSING TRAFFIC LANES, 2 FEET (0.6 M) EAST OF AND ABOUT AT LV1299'THE SAME ELEVATION AS THE EDGE OF PAVEMENT, AND 0.4 FOOT (12.2 CM) LV1299'NORTH OF THE SOUTH END OF THE HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0647 *********************************************************************** MX0647 DESIGNATION - U 115 RESET 1973 MX0647 PID - MX0647 MX0647 STATE/COUNTY- CA/HUMBOLDT MX0647 USGS QUAD - ORLEANS (1978) MX0647 MX0647 *CURRENT SURVEY CONTROL MX0647 ___________________________________________________________________ MX0647* NAD 83(1986)- 41 20 53. (N) 123 30 09. (W) SCALED MX0647* NAVD 88 - 205.00 (meters) 672.6 (feet) RESET MX0647 ___________________________________________________________________ MX0647 GEOID HEIGHT- -26.74 (meters) GEOID99 MX0647 MX0647 VERT ORDER - THIRD MX0647 MX0647.The horizontal coordinates were scaled from a topographic map and have MX0647.an estimated accuracy of +/- 6 seconds. MX0647 MX0647.The orthometric height was computed from unverified reset data. MX0647 MX0647.The geoid height was determined by GEOID99. MX0647 MX0647; North East Units Estimated Accuracy MX0647;SPC CA 1 - 724,790. 1,874,270. MT (+/- 180 meters Scaled) MX0647 MX0647 SUPERSEDED SURVEY CONTROL MX0647 MX0647 NGVD 29 - 203.99 (m) 669.3 (f) RESET 3 MX0647 MX0647.Superseded values are not recommended for survey control. MX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0647.See file dsdata.txt to determine how the superseded data were derived. MX0647 MX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL579775(NAD 83) MX0647_MARKER: DD = SURVEY DISK MX0647_SETTING: 66 = SET IN ROCK OUTCROP MX0647_STAMPING: U 115 RESET 1973 MX0647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MX0647+STABILITY: POSITION/ELEVATION WELL MX0647 MX0647 HISTORY - Date Condition Report By MX0647 HISTORY - 1973 MONUMENTED CADH MX0647 MX0647 STATION DESCRIPTION MX0647 MX0647'DESCRIBED BY CA DIV OF HIGHWAYS 1973 MX0647'4 MI N FROM ORLEANS. MX0647'4.0 MILES NORTH OF THE KLAMATH RIVER BRIDGE AT ORLEANS, ALONG STATE MX0647'HIGHWAY 96 AT FIVE MILE CREEK, 258 FEET RIGHT OF CENTERLINE OF MX0647'HIGHWAY (ENGINEERS STATION A2 801+80), A STANDARD 3.5-INCH MX0647'BRASS DISK STAMPED U 115 RESET 1973 AND CEMENTED IN THE TOP OF MX0647'A LARGE ROCK ALONG SOUTH EDGE OF CREEK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 MX0643 *********************************************************************** MX0643 DESIGNATION - W 862 RESET 1972 MX0643 PID - MX0643 MX0643 STATE/COUNTY- CA/HUMBOLDT MX0643 USGS QUAD - ORLEANS (1978) MX0643 MX0643 *CURRENT SURVEY CONTROL MX0643 ___________________________________________________________________ MX0643* NAD 83(1986)- 41 18 57. (N) 123 31 20. (W) SCALED MX0643* NAVD 88 - 197.18 (meters) 646.9 (feet) RESET MX0643 ___________________________________________________________________ MX0643 GEOID HEIGHT- -26.91 (meters) GEOID99 MX0643 MX0643 VERT ORDER - THIRD MX0643 MX0643.The horizontal coordinates were scaled from a topographic map and have MX0643.an estimated accuracy of +/- 6 seconds. MX0643 MX0643.The orthometric height was computed from unverified reset data. MX0643 MX0643.The geoid height was determined by GEOID99. MX0643 MX0643; North East Units Estimated Accuracy MX0643;SPC CA 1 - 721,240. 1,872,560. MT (+/- 180 meters Scaled) MX0643 MX0643 SUPERSEDED SURVEY CONTROL MX0643 MX0643 NGVD 29 - 196.18 (m) 643.6 (f) RESET 3 MX0643 MX0643.Superseded values are not recommended for survey control. MX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MX0643.See file dsdata.txt to determine how the superseded data were derived. MX0643 MX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL562739(NAD 83) MX0643_MARKER: DB = BENCH MARK DISK MX0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MX0643_STAMPING: W 862 RESET 1972 MX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MX0643+STABILITY: SURFACE MOTION MX0643 MX0643 HISTORY - Date Condition Report By MX0643 HISTORY - 1972 MONUMENTED NGS MX0643 HISTORY - 1974 GOOD USGS MX0643 MX0643 STATION DESCRIPTION MX0643 MX0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 MX0643'1.8 MI NE FROM ORLEANS. MX0643'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE MX0643'AT ORLEANS, AT AN OLD CAMP SITE BETWEEN TWO SMALL CREEKS, 55 MX0643'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET WEST OF A MX0643'CONCRETE HIGHWAY RIGHT-OF-WAY POST, 2.5 FEET EAST OF A METAL MX0643'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING MX0643'0.3 FOOT ABOVE THE GROUND. MX0643 MX0643 STATION RECOVERY (1974) MX0643 MX0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 MX0643'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 LU2329 *********************************************************************** LU2329 DESIGNATION - X 1085 RESET LU2329 PID - LU2329 LU2329 STATE/COUNTY- CA/HUMBOLDT LU2329 USGS QUAD - REDCREST (1969) LU2329 LU2329 *CURRENT SURVEY CONTROL LU2329 ___________________________________________________________________ LU2329* NAD 83(1986)- 40 23 03. (N) 123 55 35. (W) SCALED LU2329* NAVD 88 - 104.15 (+/-2cm) 341.7 (feet) VERTCON LU2329 ___________________________________________________________________ LU2329 GEOID HEIGHT- -30.30 (meters) GEOID99 LU2329 LU2329 VERT ORDER - THIRD (See Below) LU2329 LU2329.The horizontal coordinates were scaled from a topographic map and have LU2329.an estimated accuracy of +/- 6 seconds. LU2329 LU2329.The NAVD 88 height was computed by applying the VERTCON shift value to LU2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LU2329.The vertical order pertains to the superseded datum. LU2329 LU2329.The geoid height was determined by GEOID99. LU2329 LU2329; North East Units Estimated Accuracy LU2329;SPC CA 1 - 618,480. 1,836,450. MT (+/- 180 meters Scaled) LU2329 LU2329 SUPERSEDED SURVEY CONTROL LU2329 LU2329 NGVD 29 - 103.20 (m) 338.6 (f) RESET 3 LU2329 LU2329.Superseded values are not recommended for survey control. LU2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LU2329.See file dsdata.txt to determine how the superseded data were derived. LU2329 LU2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK213708(NAD 83) LU2329_MARKER: DD = SURVEY DISK LU2329_SETTING: 32 = CULVERT LU2329_STAMPING: X 1085 1967 RESET 1982 LU2329_MARK LOGO: CADT LU2329_MAGNETIC: N = NO MAGNETIC MATERIAL LU2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LU2329+STABILITY: SURFACE MOTION LU2329 LU2329 HISTORY - Date Condition Report By LU2329 HISTORY - 1982 MONUMENTED CADT LU2329 LU2329 STATION DESCRIPTION LU2329 LU2329'DESCRIBED BY CALTRANS 1982 LU2329'1.5 MILES (2.4 KM) SOUTH ALONG U.S. HIGHWAY 101 FROM THE REDCREST LU2329'UNDERCROSSING BRIDGE IN REDCREST, AT THE EAST END OF THE HIGHWAY LU2329'CULVERT AT MILE POST 38.18, NEAR THE SOUTH END OF A LARGE GRAVELLED LU2329'TURNOUT, 41 FEET (12.5 M) EAST OF THE CENTER OF THE PAVED HIGHWAY LU2329'MEDIAN, 11 FEET (3.4 M) EAST OF AND 4 FEET (1.2 M) BELOW THE ASPHALT LU2329'CONCRETE DIKE ALONG THE EDGE OF THE HIGHWAY, AND IN THE SE CORNER OF LU2329'THE DROP INLET.