1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV0359 *********************************************************************** LV0359 FBN - This is a Federal Base Network Control Station. LV0359 TIDAL BM - This is a Tidal Bench Mark. LV0359 DESIGNATION - 941 8767 TIDAL 11 LV0359 PID - LV0359 LV0359 STATE/COUNTY- CA/HUMBOLDT LV0359 USGS QUAD - EUREKA (1972) LV0359 LV0359 *CURRENT SURVEY CONTROL LV0359 ___________________________________________________________________ LV0359* NAD 83(1998)- 40 46 00.90245(N) 124 13 03.45797(W) ADJUSTED LV0359* NAVD 88 - 4.155 (meters) 13.63 (feet) ADJUSTED LV0359 ___________________________________________________________________ LV0359 EPOCH DATE - 1998.50 LV0359 X - -2,720,316.196 (meters) COMP LV0359 Y - -4,000,175.944 (meters) COMP LV0359 Z - 4,142,836.195 (meters) COMP LV0359 LAPLACE CORR- 7.64 (seconds) DEFLEC99 LV0359 ELLIP HEIGHT- -26.73 (meters) (04/06/00) GPS OBS LV0359 GEOID HEIGHT- -30.66 (meters) GEOID99 LV0359 DYNAMIC HT - 4.153 (meters) 13.63 (feet) COMP LV0359 MODELED GRAV- 980,203.6 (mgal) NAVD 88 LV0359 LV0359 HORZ ORDER - A LV0359 VERT ORDER - FIRST CLASS II LV0359 ELLP ORDER - THIRD CLASS I LV0359 LV0359.ITRF positions are available for this station. LV0359.The horizontal coordinates were established by GPS observations LV0359.and adjusted by the National Geodetic Survey in April 2000. LV0359.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LV0359.DATUM ITEM on the data sheet items page. LV0359.The horizontal coordinates are valid at the epoch date displayed above. LV0359.The epoch date for horizontal control is a decimal equivalence LV0359.of Year/Month/Day. LV0359 LV0359.The orthometric height was determined by differential leveling LV0359.and adjusted by the National Geodetic Survey in June 1991. LV0359.WARNING-GPS observations at this control monument resulted in a GPS LV0359.derived orthometric height which differed from the leveled height by LV0359.more than one decimeter (0.1 meter). LV0359 LV0359.This Tidal Bench Mark is designated as VM 1718 LV0359.by the Center for Operational Oceanographic Products and Services. LV0359 LV0359.The X, Y, and Z were computed from the position and the ellipsoidal ht. LV0359 LV0359.The Laplace correction was computed from DEFLEC99 derived deflections. LV0359 LV0359.The ellipsoidal height was determined by GPS observations LV0359.and is referenced to NAD 83. LV0359 LV0359.The geoid height was determined by GEOID99. LV0359 LV0359.The dynamic height is computed by dividing the NAVD 88 LV0359.geopotential number by the normal gravity value computed on the LV0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV0359.degrees latitude (g = 980.6199 gals.). LV0359 LV0359.The modeled gravity was interpolated from observed gravity values. LV0359 LV0359; North East Units Scale Converg. LV0359;SPC CA 1 - 661,549.971 1,812,803.375 MT 0.99989534 -1 27 00.3 LV0359;SPC CA 1 - 2,170,435.20 5,947,505.74 sFT 0.99989534 -1 27 00.3 LV0359;UTM 10 - 4,513,596.294 397,234.635 MT 0.99972998 -0 47 42.6 LV0359 LV0359 SUPERSEDED SURVEY CONTROL LV0359 LV0359 NGVD 29 (12/02/92) 3.132 (m) 10.28 (f) ADJUSTED 1 2 LV0359 LV0359.Superseded values are not recommended for survey control. LV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV0359.See file dsdata.txt to determine how the superseded data were derived. LV0359 LV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9723513596(NAD 83) LV0359_MARKER: DB = BENCH MARK DISK LV0359_SETTING: 37 = MASSIVE RETAINING WALL/SEAWALL LV0359_STAMPING: 1940 NO 11 LV0359_MARK LOGO: CGS LV0359_PROJECTION: FLUSH LV0359_MAGNETIC: N = NO MAGNETIC MATERIAL LV0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LV0359+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV0359 LV0359 HISTORY - Date Condition Report By LV0359 HISTORY - 1940 MONUMENTED CGS LV0359 HISTORY - 1967 GOOD NGS LV0359 HISTORY - 19880216 GOOD NGS LV0359 HISTORY - 19980519 GOOD NGS LV0359 HISTORY - 20030824 GOOD ORBITE LV0359 LV0359 STATION DESCRIPTION LV0359 LV0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 LV0359'11.6 MI SW FROM ARCATA. LV0359'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF LV0359'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, IN THE LV0359'TOP AND 67 FEET SOUTH OF THE NORTH END OF A CONCRETE SEAWALL, LV0359'110 FEET EAST-SOUTHEAST OF BENCH MARK TIDAL 1, 99 FEET NORTHEAST LV0359'OF THE NORTHEAST CORNER OF THE STATION BUILDING, 40 FEET NORTH LV0359'OF BENCH MARK TIDAL 12. LV0359 LV0359 STATION RECOVERY (1988) LV0359 LV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LV0359'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 19.1 KM (11.85 LV0359'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S. LV0359'HIGHWAY 101 IN ARCATA. DELETE--110 FEET EAST-SOUTHEAST OF BENCH MARK LV0359'TIDAL 1. LV0359 LV0359 STATION RECOVERY (1998) LV0359 LV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) LV0359'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF EUREKA, AT THE LV0359'U.S. COAST GUARD STATION HUMBOLDT BAY, BEHIND THE STATION HOUSE AND LV0359'JUST WEST OF A 2 BAY BOATHOUSE, IN TOP OF A CONCRETE SEAWALL. LV0359'OWNERSHIP--U.S. COAST GUARD, COMMANDING OFFICER USCG STATION HUMBOLDT LV0359'BAY, SAMOA CA 95564-9999, PHONE 707-443-2213, FAX 707-269-2541. LV0359'NOTE--CONTACT COMMANDING OFFICER OR OFFICER OF THE DAY 24 HOURS IN LV0359'ADVANCE. TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 LV0359'AND STATE HIGHWAY 255 (SAMOA EXIT) IN NORTH EUREKA, GO NORTHWESTERLY LV0359'FOR 3.14 KM (1.95 MI) ON HIGHWAY 255 TO A T-JUNCTION. TURN LEFT, LV0359'SOUTHWESTERLY FOR 7.64 KM (4.75 MI) ON THE NAVY BASE RD. TO A GATE AND LV0359'CALL BOX AT THE ENTRANCE TO THE COAST GUARD STATION. CHECK IN WITH THE LV0359'COMMANDING OFFICER OR OFFICER OF THE DAY. CONTINUE SOUTHWEST THROUGH LV0359'GATE FOR 0.30 KM (0.20 MI) ON THE ROAD TO AN ASPHALT DRIVE ON THE LEFT LV0359'LEADING TO A BOATHOUSE. TURN LEFT, SOUTHEAST FOR 0.14 KM (0.10 MI) ON LV0359'THE DRIVE TO ITS END AND THE STATION ON THE RIGHT, IN TOP OF THE LV0359'SEAWALL. STATION IS 12.5 M (41.0 FT) NORTH-NORTHEAST OF BENCH MARK NO LV0359'12 AT A BEND IN THE SEAWALL, 4.4 M (14.4 FT) SOUTHWEST OF THE SOUTH 1 LV0359'OF 2 METAL PIPE HANDRAILS, 3.65 M (11.98 FT) SOUTH-SOUTHEAST OF THE LV0359'SOUTH-SOUTHEAST EDGE OF THE DRIVE, 0.7 M (2.3 FT) WEST OF A FIBERGLASS LV0359'WITNESS POST, 0.65 M (2.13 FT) SOUTH-SOUTHEAST OF A CONCRETE ELECTRIC LV0359'JUNCTION BOX COVER CENTER, FLUSH WITH GROUND AND TOP OF THE SEAWALL. LV0359 LV0359 STATION RECOVERY (2003) LV0359 LV0359'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV0359'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV0638 *********************************************************************** LV0638 DESIGNATION - E 1401 LV0638 PID - LV0638 LV0638 STATE/COUNTY- CA/HUMBOLDT LV0638 USGS QUAD - ARCATA SOUTH (1972) LV0638 LV0638 *CURRENT SURVEY CONTROL LV0638 ___________________________________________________________________ LV0638* NAD 83(1986)- 40 49 08. (N) 124 05 31. (W) SCALED LV0638* NAVD 88 - 1.320 (meters) 4.33 (feet) ADJUSTED LV0638 ___________________________________________________________________ LV0638 GEOID HEIGHT- -30.09 (meters) GEOID99 LV0638 DYNAMIC HT - 1.319 (meters) 4.33 (feet) COMP LV0638 MODELED GRAV- 980,206.7 (mgal) NAVD 88 LV0638 LV0638 VERT ORDER - FIRST CLASS II LV0638 LV0638.The horizontal coordinates were scaled from a topographic map and have LV0638.an estimated accuracy of +/- 6 seconds. LV0638 LV0638.The orthometric height was determined by differential leveling LV0638.and adjusted by the National Geodetic Survey in June 1991. LV0638 LV0638.The geoid height was determined by GEOID99. LV0638 LV0638.The dynamic height is computed by dividing the NAVD 88 LV0638.geopotential number by the normal gravity value computed on the LV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV0638.degrees latitude (g = 980.6199 gals.). LV0638 LV0638.The modeled gravity was interpolated from observed gravity values. LV0638 LV0638; North East Units Estimated Accuracy LV0638;SPC CA 1 - 667,060. 1,823,550. MT (+/- 180 meters Scaled) LV0638 LV0638 SUPERSEDED SURVEY CONTROL LV0638 LV0638 NGVD 29 (12/02/92) 0.304 (m) 1.00 (f) ADJUSTED 1 2 LV0638 LV0638.Superseded values are not recommended for survey control. LV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV0638.See file dsdata.txt to determine how the superseded data were derived. LV0638 LV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL079192(NAD 83) LV0638_MARKER: I = METAL ROD LV0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LV0638_STAMPING: E 1401 1988 LV0638_MARK LOGO: NGS LV0638_PROJECTION: FLUSH LV0638_MAGNETIC: N = NO MAGNETIC MATERIAL LV0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LV0638+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV0638_ROD/PIPE-DEPTH: 21.9 meters LV0638 LV0638 HISTORY - Date Condition Report By LV0638 HISTORY - 1988 MONUMENTED NGS LV0638 HISTORY - 20030824 GOOD ORBITE LV0638 LV0638 STATION DESCRIPTION LV0638 LV0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 LV0638'5.1 KM (3.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION LV0638'OF STATE HIGHWAY 255 IN ARCATA, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY LV0638'ALONG INDIANOLA ROAD, 14.9 M (48.9 FT) NORTHEAST OF THE CENTERLINE OF LV0638'THE ROAD, 8.9 M (29.2 FT) SOUTHEAST OF A FENCE CORNER, 5.6 M (18.4 LV0638'FT) NORTHWEST OF THE CENTER OF A GATE AND FIELD ENTRANCE, 1.2 M (3.9 LV0638'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A LV0638'WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A LV0638'5-INCH LOGO CAP. LV0638 LV0638 STATION RECOVERY (2003) LV0638 LV0638'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV0638'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV1170 *********************************************************************** LV1170 CBN - This is a Cooperative Base Network Control Station. LV1170 DESIGNATION - HPGN CA 01 09 LV1170 PID - LV1170 LV1170 STATE/COUNTY- CA/HUMBOLDT LV1170 USGS QUAD - ARCATA NORTH (1972) LV1170 LV1170 *CURRENT SURVEY CONTROL LV1170 ___________________________________________________________________ LV1170* NAD 83(1998)- 40 58 30.13542(N) 124 07 02.53591(W) ADJUSTED LV1170* NAVD 88 - 36.03 (meters) 118.2 (feet) N HEIGHT LV1170 ___________________________________________________________________ LV1170 EPOCH DATE - 1998.50 LV1170 X - -2,704,843.755 (meters) COMP LV1170 Y - -3,992,429.664 (meters) COMP LV1170 Z - 4,160,334.521 (meters) COMP LV1170 LAPLACE CORR- 10.13 (seconds) DEFLEC99 LV1170 ELLIP HEIGHT- 5.94 (meters) (04/06/00) GPS OBS LV1170 GEOID HEIGHT- -29.94 (meters) GEOID99 LV1170 LV1170 HORZ ORDER - A LV1170 VERT ORDER - THIRD LV1170 ELLP ORDER - THIRD CLASS I LV1170 LV1170.ITRF positions are available for this station. LV1170.The horizontal coordinates were established by GPS observations LV1170.and adjusted by the National Geodetic Survey in April 2000. LV1170.This is a SPECIAL STATUS position. See SPECIAL STATUS under the LV1170.DATUM ITEM on the data sheet items page. LV1170.The horizontal coordinates are valid at the epoch date displayed above. LV1170.The epoch date for horizontal control is a decimal equivalence LV1170.of Year/Month/Day. LV1170 LV1170.The orthometric height was determined by differential leveling LV1170.and adjusted by the National Geodetic Survey. LV1170.WARNING-GPS observations at this control monument resulted in a GPS LV1170.derived orthometric height which differed from the leveled height by LV1170.more than one decimeter (0.1 meter). LV1170 LV1170.The X, Y, and Z were computed from the position and the ellipsoidal ht. LV1170 LV1170.The Laplace correction was computed from DEFLEC99 derived deflections. LV1170 LV1170.The ellipsoidal height was determined by GPS observations LV1170.and is referenced to NAD 83. LV1170 LV1170.The geoid height was determined by GEOID99. LV1170 LV1170; North East Units Scale Converg. LV1170;SPC CA 1 - 684,443.513 1,821,822.987 MT 0.99989761 -1 23 04.3 LV1170;SPC CA 1 - 2,245,545.09 5,977,097.58 sFT 0.99989761 -1 23 04.3 LV1170;UTM 10 - 4,536,587.137 405,991.089 MT 0.99970877 -0 43 57.9 LV1170 LV1170 SUPERSEDED SURVEY CONTROL LV1170 LV1170 ELLIP H (11/17/92) 6.03 (m) GP( ) 5 1 LV1170 NAD 83(1986)- 40 58 30.12356(N) 124 07 02.54523(W) AD(1984.00) 1 LV1170 NAD 83(1992)- 40 58 30.13171(N) 124 07 02.53630(W) AD(1991.35) B LV1170 ELLIP H (05/15/92) 6.03 (m) GP(1991.35) 4 2 LV1170 NAVD 88 (04/30/98) 36.03 (m) 118.2 (f) LEVELING 3 LV1170 NGVD 29 (10/13/92) 35.0 (m) 115. (f) GPS OBS LV1170 LV1170.Superseded values are not recommended for survey control. LV1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1170.See file dsdata.txt to determine how the superseded data were derived. LV1170 LV1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0599136587(NAD 83) LV1170_MARKER: DD = SURVEY DISK LV1170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) LV1170_STAMPING: HPGN-CALIF. STA.01-09 1991 LV1170_MARK LOGO: CADT LV1170_PROJECTION: FLUSH LV1170_MAGNETIC: N = NO MAGNETIC MATERIAL LV1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LV1170+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV1170_ROD/PIPE-DEPTH: 5.49 meters LV1170 LV1170 HISTORY - Date Condition Report By LV1170 HISTORY - 1991 MONUMENTED CADT LV1170 HISTORY - 19910627 GOOD NGS LV1170 HISTORY - 19920504 GOOD NGS LV1170 HISTORY - 19931025 GOOD CADT LV1170 HISTORY - 19940429 GOOD NGS LV1170 HISTORY - 19970109 GOOD NGS LV1170 HISTORY - 19980519 GOOD NGS LV1170 HISTORY - 20030824 GOOD ORBITE LV1170 LV1170 STATION DESCRIPTION LV1170 LV1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 LV1170'THE STATION IS LOCATED NORTH OF MCKINLEYVILLE IN A VISTA POINT ON U.S. LV1170'HIGHWAY 101 WESTERLY OF THE EUREKA/ARCATA AIRPORT. LV1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE LV1170'HIGHWAY 299, GO NORTH ON HIGHWAY 101 FOR 7.3 MI (11.7 KM) TO THE LV1170'NORTH CENTRAL AVENUE INTERCHANGE AT POST MILE 95.6. REVERSE LV1170'DIRECTION AT THE INTERCHANGE AND GO SOUTH ON HIGHWAY 1O1 FOR 1.3 MI LV1170'(2.1 KM) TO THE VISTA POINT AND THE STATION ON THE RIGHT AT POST MILE LV1170'94.3. LV1170'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM LV1170'ACCESS COVER IN THE AREA BETWEEN THE OFF-RAMP TO THE VISTA POINT AND LV1170'THE PARKING AREA. LOCATED 155 FT (47.2 M) NORTH OF THE CENTERLINE OF LV1170'THE ENTRY ROAD TO THE VISTA POINT, 121 FT (36.9 M) SOUTH OF THE NORTH LV1170'END OF THE PARKING LOT, 51 FT (15.5 M) WEST OF THE CENTERLINE OF THE LV1170'OFF-RAMP TO THE VISTA POINT, 4 FT (1.2 M) EAST OF THE EAST EDGE OF LV1170'THE PARKING LOT AND 3 FT (0.9 M) WEST OF A FIBERGLASS WITNESS POST. LV1170 LV1170 STATION RECOVERY (1992) LV1170 LV1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LV1170'STATION IS LOCATED ABOUT 15 KM (9.3 MI) NORTH OF ARCATA, JUST LV1170'NORTHWEST OF MCKINLEYVILLE, ALONG SOUTHBOUND U.S. HIGHWAY 101, AT A LV1170'VISTA POINT, IN A GRASS STRIP BETWEEN THE PARKING LOT AND THE LV1170'ENTRANCE ROAD. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. LV1170'TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 101 AND LV1170'ROAD LEADING TO CLAM BEACH COUNTY PARK (ABOUT 13 KM (8.1 MI) NORTH OF LV1170'THE JUNCTION OF STATE HIGHWAYS 101 AND 299), GO SOUTH ON HIGHWAY 101 LV1170'FOR 2.01 KM (1.25 MI) TO THE VISTA POINT ENTRANCE RAMP ON THE RIGHT. LV1170'BEAR RIGHT ON RAMP FOR 0.21 KM (0.13 MI) TO THE PARKING LOT ON THE LV1170'RIGHT. TURN RIGHT INTO LOT FOR 0.06 KM (0.04 MI) TO THE STATION ON LV1170'THE RIGHT. LV1170'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP LV1170'SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 11.9 M LV1170'(39.0 FT) WEST OF THE WEST CURB OF THE ENTRANCE ROAD, 0.9 M (3.0 FT) LV1170'EAST OF A FIBERGLASS WITNESS POST, 1.4 M (4.6 FT) EAST OF THE EAST LV1170'CURB OF THE PARKING LOT, 36.6 M (120.1 FT) SOUTH OF THE NORTHEAST LV1170'CORNER OF THE LOT, 30.9 M (101.4 FT) NORTH OF THE SOUTHEAST CORNER OF LV1170'THE LOT AND 14.2 M (46.6 FT) SOUTH OF A STEEL POST IN A 1.5 M LV1170'(4.9 FT) SQUARE CONCRETE PAD. LV1170 LV1170 STATION RECOVERY (1993) LV1170 LV1170'RECOVERY NOTE BY CALTRANS 1993 (DSC) LV1170'RECOVERED AS DESCRIBED. LV1170 LV1170 STATION RECOVERY (1994) LV1170 LV1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) LV1170'STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF ARCATA, JUST LV1170'NORTHWEST OF MCKINLEYVILLE, ALONG SOUTHBOUND U.S. HIGHWAY 101, AT A LV1170'VISTA POINT, IN A GRASS STRIP BETWEEN THE PARKING LOT AND THE ENTRANCE LV1170'ROAD. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH LV1170'FROM THE OVERPASS AT THE JUNCTION OF U.S. HIGHWAY 101 AND A ROAD LV1170'LEADING TO CLAM BEACH COUNTY PARK (ABOUT 8.1 MI (13.0 KM) NORTH OF THE LV1170'JUNCTION OF STATE HIGHWAYS 101 AND 299), GO SOUTH ON HIGHWAY 101 FOR LV1170'1.25 MI (2.01 KM) TO THE VISTA POINT ENTRANCE RAMP ON THE RIGHT. BEAR LV1170'RIGHT ON RAMP FOR 0.13 MI (0.21 KM) TO THE PARKING LOT ON THE RIGHT. LV1170'TURN RIGHT INTO LOT FOR 0.04 MI (0.06 KM) TO THE STATION ON THE RIGHT. LV1170'STATION MARK IS A DISK ON A ROD ENCASED IN PVC PIPE WITH LOGO CAP LV1170'SURROUNDED BY CONCRETE AND FLUSH WITH THE GROUND. IT IS 11.9 M (39.0 LV1170'FT) WEST OF THE WEST CURB OF THE ENTRANCE ROAD, 0.9 M (3.0 FT) EAST OF LV1170'A FIBERGLASS WITNESS POST, 1.4 M (4.6 FT) EAST OF THE EAST CURB OF THE LV1170'PARKING LOT, 36.6 M (120.1 FT) SOUTH OF THE NORTHEAST CORNER OF THE LV1170'LOT, 30.9 M (101.4 FT) NORTH OF THE SOUTHEAST CORNER OF THE LOT AND LV1170'14.2 M (46.6 FT) SOUTH OF A STEEL POST IN A 1.5 M (4.9 FT) SQUARE LV1170'CONCRETE PAD. ROD DEPTH IS UNKNOWN. LV1170 LV1170 STATION RECOVERY (1997) LV1170 LV1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF) LV1170'RECOVERED AS DESCRIBED. THE LID IS CONCAVED DUE TO APPARANT LV1170'HAMMERING. LV1170 LV1170 STATION RECOVERY (1998) LV1170 LV1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) LV1170'RECOVERED AS DESCRIBED. NOTE--THE LOGO CAP IS MISSING. LV1170 LV1170 STATION RECOVERY (2003) LV1170 LV1170'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV1170'NOW IN PAVED PARKING LOT AT THE VISTA POINT UNDER IRON MONUMENT COVER, LV1170'1.15 FEET BELOW THE SURFACE. THE FIBERGLASS WITNESS POST IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV0338 *********************************************************************** LV0338 DESIGNATION - L 75 LV0338 PID - LV0338 LV0338 STATE/COUNTY- CA/HUMBOLDT LV0338 USGS QUAD - ARCATA NORTH (1972) LV0338 LV0338 *CURRENT SURVEY CONTROL LV0338 ___________________________________________________________________ LV0338* NAD 83(1986)- 40 54 34. (N) 124 03 39. (W) SCALED LV0338* NAVD 88 - 18.978 (meters) 62.26 (feet) ADJUSTED LV0338 ___________________________________________________________________ LV0338 GEOID HEIGHT- -29.80 (meters) GEOID99 LV0338 DYNAMIC HT - 18.971 (meters) 62.24 (feet) COMP LV0338 MODELED GRAV- 980,213.6 (mgal) NAVD 88 LV0338 LV0338 VERT ORDER - FIRST CLASS II LV0338 LV0338.The horizontal coordinates were scaled from a topographic map and have LV0338.an estimated accuracy of +/- 6 seconds. LV0338 LV0338.The orthometric height was determined by differential leveling LV0338.and adjusted by the National Geodetic Survey in June 1991. LV0338 LV0338.The geoid height was determined by GEOID99. LV0338 LV0338.The dynamic height is computed by dividing the NAVD 88 LV0338.geopotential number by the normal gravity value computed on the LV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV0338.degrees latitude (g = 980.6199 gals.). LV0338 LV0338.The modeled gravity was interpolated from observed gravity values. LV0338 LV0338; North East Units Estimated Accuracy LV0338;SPC CA 1 - 677,050. 1,826,410. MT (+/- 180 meters Scaled) LV0338 LV0338 SUPERSEDED SURVEY CONTROL LV0338 LV0338 NGVD 29 (12/02/92) 17.956 (m) 58.91 (f) ADJUSTED 1 2 LV0338 LV0338.Superseded values are not recommended for survey control. LV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV0338.See file dsdata.txt to determine how the superseded data were derived. LV0338 LV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL106292(NAD 83) LV0338_MARKER: DB = BENCH MARK DISK LV0338_SETTING: 38 = PIER LV0338_STAMPING: L 75 1931 58.373 LV0338_MARK LOGO: CGS LV0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LV0338+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV0338 LV0338 HISTORY - Date Condition Report By LV0338 HISTORY - 1931 MONUMENTED CGS LV0338 HISTORY - 1935 GOOD NGS LV0338 HISTORY - 1962 GOOD NGS LV0338 HISTORY - 1988 GOOD NGS LV0338 HISTORY - 20030824 GOOD ORBITE LV0338 LV0338 STATION DESCRIPTION LV0338 LV0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 LV0338'3.4 MI NE FROM ARCATA. LV0338'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM ARCATA, HUMBOLDT LV0338'COUNTY, THENCE 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 299, 150 LV0338'FEET SOUTH OF THE HIGHWAY BRIDGE OVER MAD RIVER, 30 FEET LV0338'SOUTHEAST OF THE NORTH END OF THE RAILROAD BRIDGE, AT A LV0338'DEMOLISHED BRIDGE ON THE HIGHWAY, AND IN THE TOP OF A CONCRETE LV0338'PIER. A STANDARD DISK, STAMPED 58.373 L 75 1931. LV0338 LV0338 STATION RECOVERY (1962) LV0338 LV0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 LV0338'RECOVERED IN GOOD CONDITION. LV0338 LV0338 STATION RECOVERY (1988) LV0338 LV0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LV0338'RECOVERED IN GOOD CONDITION. A NEW TO DESCRIPTION FOLLOWS. 2.7 KM LV0338'(1.70 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF U.S. LV0338'HIGHWAY 101 IN ARCATA, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE LV0338'NORTHWEST END OF THE MOST NORTHWESTERLY 1 OF 2 ABANDONED BRIDGE PIERS LV0338'SUPPORTING THE EAST END OF A CABLE CROSSING THE MAD RIVER, 50.5 M LV0338'(165.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 M (6.6 FT) LV0338'SOUTHWEST OF THE SOUTHEAST CORNER OF AN 8 BY 8 FOOT BUILDING HOUSEING LV0338'AN USGS GAGEING STATION. LV0338'THE MARK IS 1.3 M ABOVE THE GROUND. LV0338 LV0338 STATION RECOVERY (2003) LV0338 LV0338'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV0338'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV0299 *********************************************************************** LV0299 DESIGNATION - P 735 LV0299 PID - LV0299 LV0299 STATE/COUNTY- CA/HUMBOLDT LV0299 USGS QUAD - ARCATA SOUTH (1972) LV0299 LV0299 *CURRENT SURVEY CONTROL LV0299 ___________________________________________________________________ LV0299* NAD 83(1986)- 40 51 22. (N) 124 05 21. (W) SCALED LV0299* NAVD 88 - 2.283 (meters) 7.49 (feet) ADJUSTED LV0299 ___________________________________________________________________ LV0299 GEOID HEIGHT- -30.03 (meters) GEOID99 LV0299 DYNAMIC HT - 2.282 (meters) 7.49 (feet) COMP LV0299 MODELED GRAV- 980,208.5 (mgal) NAVD 88 LV0299 LV0299 VERT ORDER - FIRST CLASS II LV0299 LV0299.The horizontal coordinates were scaled from a topographic map and have LV0299.an estimated accuracy of +/- 6 seconds. LV0299 LV0299.The orthometric height was determined by differential leveling LV0299.and adjusted by the National Geodetic Survey in June 1991. LV0299 LV0299.The geoid height was determined by GEOID99. LV0299 LV0299.The dynamic height is computed by dividing the NAVD 88 LV0299.geopotential number by the normal gravity value computed on the LV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV0299.degrees latitude (g = 980.6199 gals.). LV0299 LV0299.The modeled gravity was interpolated from observed gravity values. LV0299 LV0299; North East Units Estimated Accuracy LV0299;SPC CA 1 - 671,190. 1,823,880. MT (+/- 180 meters Scaled) LV0299 LV0299 SUPERSEDED SURVEY CONTROL LV0299 LV0299 NGVD 29 (12/02/92) 1.262 (m) 4.14 (f) ADJUSTED 1 2 LV0299 LV0299.Superseded values are not recommended for survey control. LV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV0299.See file dsdata.txt to determine how the superseded data were derived. LV0299 LV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL082233(NAD 83) LV0299_MARKER: DB = BENCH MARK DISK LV0299_SETTING: 32 = HEADWALL LV0299_STAMPING: P 735 1944 LV0299_MARK LOGO: CGS LV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LV0299+STABILITY: SURFACE MOTION LV0299 LV0299 HISTORY - Date Condition Report By LV0299 HISTORY - 1944 MONUMENTED CGS LV0299 HISTORY - 1967 GOOD NGS LV0299 HISTORY - 19880220 POOR NGS LV0299 HISTORY - 20030824 POOR ORBITE LV0299 LV0299 STATION DESCRIPTION LV0299 LV0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 LV0299'AT ARCATA. LV0299'AT ARCATA, ALONG G STREET, 0.85 MILE SOUTH OF THE CITY PARK, LV0299'0.05 MILE NORTH OF THE JUNCTION OF A ROAD WEST TO CITY OF LV0299'ARCATA PUBLIC WORK YARD, AT THE NORTH END OF A CURVE IN THE LV0299'STREET, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD LV0299'WALL OF A 4- BY 9-FOOT CONCRETE BOX CULVERT WITH WOODEN LV0299'GUARDRAILS, 13 FEET EAST OF THE CENTER LINE OF THE STREET, 50 LV0299'FEET SOUTHEAST OF THE EAST LEG OF A STEEL TOWER OF A POWER LV0299'TRANSMISSION LINE, AND ABOUT LEVEL WITH THE STREET. 1.0 MILE LV0299'NORTH OF BENCH MARK G 75 RESET 1954. LV0299 LV0299 STATION RECOVERY (1988) LV0299 LV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 LV0299'RECOVERED IN POOR CONDITION. THE DISK IS A STEEL DISK USED IN THE LV0299'40S AND IT HAS RUSTED AND THE STAMPING IS ILLEGIBLE. LV0299 LV0299 STATION RECOVERY (2003) LV0299 LV0299'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV0299'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV1243 *********************************************************************** LV1243 DESIGNATION - R 1465 LV1243 PID - LV1243 LV1243 STATE/COUNTY- CA/HUMBOLDT LV1243 USGS QUAD - PETROLIA (1969) LV1243 LV1243 *CURRENT SURVEY CONTROL LV1243 ___________________________________________________________________ LV1243* NAD 83(1986)- 40 19 18. (N) 124 17 08. (W) SCALED LV1243* NAVD 88 - 42.120 (meters) 138.19 (feet) ADJUSTED LV1243 ___________________________________________________________________ LV1243 GEOID HEIGHT- -30.94 (meters) GEOID99 LV1243 DYNAMIC HT - 42.101 (meters) 138.13 (feet) COMP LV1243 MODELED GRAV- 980,174.4 (mgal) NAVD 88 LV1243 LV1243 VERT ORDER - FIRST CLASS II LV1243 LV1243.The horizontal coordinates were scaled from a topographic map and have LV1243.an estimated accuracy of +/- 6 seconds. LV1243 LV1243.The orthometric height was determined by differential leveling LV1243.and adjusted by the National Geodetic Survey in December 1992. LV1243 LV1243.The geoid height was determined by GEOID99. LV1243 LV1243.The dynamic height is computed by dividing the NAVD 88 LV1243.geopotential number by the normal gravity value computed on the LV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV1243.degrees latitude (g = 980.6199 gals.). LV1243 LV1243.The modeled gravity was interpolated from observed gravity values. LV1243 LV1243; North East Units Estimated Accuracy LV1243;SPC CA 1 - 612,280. 1,805,780. MT (+/- 180 meters Scaled) LV1243 LV1243 SUPERSEDED SURVEY CONTROL LV1243 LV1243 NGVD 29 (12/02/92) 41.172 (m) 135.08 (f) ADJUSTED 1 2 LV1243 LV1243.Superseded values are not recommended for survey control. LV1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1243.See file dsdata.txt to determine how the superseded data were derived. LV1243 LV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK907642(NAD 83) LV1243_MARKER: I = METAL ROD LV1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LV1243_STAMPING: R 1465 1992 LV1243_MARK LOGO: NGS LV1243_PROJECTION: RECESSED 2 CENTIMETERS LV1243_MAGNETIC: I = MARKER IS A STEEL ROD LV1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LV1243+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV1243_ROD/PIPE-DEPTH: 4.6 meters LV1243 LV1243 HISTORY - Date Condition Report By LV1243 HISTORY - 1992 MONUMENTED NGS LV1243 HISTORY - 20030824 GOOD ORBITE LV1243 LV1243 STATION DESCRIPTION LV1243 LV1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 LV1243'IN PETROLIA, AT THE INTERSECTION OF MATTOLE AND CHAMBERS ROADS, NEAR LV1243'THE NORTHWEST CORNER OF THE MATTOLE UNION SCHOOL YARD, 15.6 M LV1243'(51.2 FT) EAST OF THE CENTERLINE OF MATTOLE ROAD, 8.5 M (27.9 FT) LV1243'SOUTH OF THE CENTER OF CHAMBERS ROAD, 4.7 M (15.4 FT) NORTH-NORTHEAST LV1243'OF THE NORTHEAST CORNER OF THE SCHOOL BELL TOWER, 1.5 M (4.9 FT) EAST LV1243'OF THE CENTER OF A GATE LEADING TO A WATER TANK AND STORAGE AREA, 0.3 LV1243'M (1.0 FT) ABOVE THE LEVEL OF CHAMBERS ROAD, AND 0.3 M (1.0 FT) SOUTH LV1243'OF A CHAIN-LINK FENCE AND WITNESS POST. NOTE--ACCESS TO THE DATUM LV1243'POINT IS THROUGH A 5-INCH LOGO CAP. LV1243 LV1243 STATION RECOVERY (2003) LV1243 LV1243'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV1243'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV0375 *********************************************************************** LV0375 DESIGNATION - T 229 LV0375 PID - LV0375 LV0375 STATE/COUNTY- CA/HUMBOLDT LV0375 USGS QUAD - PETROLIA (1969) LV0375 LV0375 *CURRENT SURVEY CONTROL LV0375 ___________________________________________________________________ LV0375* NAD 83(1986)- 40 19 19. (N) 124 17 08. (W) SCALED LV0375* NAVD 88 - 41.29 (+/-2cm) 135.5 (feet) VERTCON LV0375 ___________________________________________________________________ LV0375 GEOID HEIGHT- -30.94 (meters) GEOID99 LV0375 LV0375 VERT ORDER - SECOND CLASS 0 (See Below) LV0375 LV0375.The horizontal coordinates were scaled from a topographic map and have LV0375.an estimated accuracy of +/- 6 seconds. LV0375 LV0375.The NAVD 88 height was computed by applying the VERTCON shift value to LV0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LV0375.The vertical order pertains to the superseded datum. LV0375 LV0375.The geoid height was determined by GEOID99. LV0375 LV0375; North East Units Estimated Accuracy LV0375;SPC CA 1 - 612,310. 1,805,780. MT (+/- 180 meters Scaled) LV0375 LV0375 SUPERSEDED SURVEY CONTROL LV0375 LV0375 NGVD 29 (??/??/??) 40.338 (m) 132.34 (f) ADJUSTED 2 0 LV0375 LV0375.Superseded values are not recommended for survey control. LV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV0375.See file dsdata.txt to determine how the superseded data were derived. LV0375 LV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK907642(NAD 83) LV0375_MARKER: DB = BENCH MARK DISK LV0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LV0375_STAMPING: T 229 1935 LV0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LV0375+STABILITY: SURFACE MOTION LV0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LV0375+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV0375 LV0375 HISTORY - Date Condition Report By LV0375 HISTORY - 1935 MONUMENTED CGS LV0375 HISTORY - 19920927 MARK NOT FOUND NGS LV0375 HISTORY - 20030824 GOOD ORBITE LV0375 LV0375 STATION DESCRIPTION LV0375 LV0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 LV0375'AT PETROLIA. LV0375'AT PETROLIA, HUMBOLDT COUNTY, ON THE ETTERSBURG ROAD, 81 FEET LV0375'SOUTH OF THE CENTER OF A WATER TANK AND WINDMILL IN FRONT OF A LV0375'SCHOOL HOUSE, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, AND LV0375'20 FEET SOUTH OF THE CENTER OF THE FRONT GATE OF THE SCHOOLYARD. LV0375'A STANDARD DISK, STAMPED T 229 1935 AND SET IN THE TOP OF A LV0375'CONCRETE POST. LV0375 LV0375 STATION RECOVERY (1992) LV0375 LV0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 LV0375'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. LV0375 LV0375 STATION RECOVERY (2003) LV0375 LV0375'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV0375'FOUND IN GOOD CONDITION, 1.5 FEET WEST OF CHAINLINK FENCE AND 5.0 FEET LV0375'SOUTH AND 21.5 FEET WEST OF THE NORTHWEST CORNER OF THE SCHOOL LV0375'BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 LV1246 *********************************************************************** LV1246 DESIGNATION - U 1465 LV1246 PID - LV1246 LV1246 STATE/COUNTY- CA/HUMBOLDT LV1246 USGS QUAD - PETROLIA (1969) LV1246 LV1246 *CURRENT SURVEY CONTROL LV1246 ___________________________________________________________________ LV1246* NAD 83(1986)- 40 20 16. (N) 124 18 40. (W) SCALED LV1246* NAVD 88 - 126.888 (meters) 416.30 (feet) ADJUSTED LV1246 ___________________________________________________________________ LV1246 GEOID HEIGHT- -31.03 (meters) GEOID99 LV1246 DYNAMIC HT - 126.829 (meters) 416.10 (feet) COMP LV1246 MODELED GRAV- 980,157.1 (mgal) NAVD 88 LV1246 LV1246 VERT ORDER - FIRST CLASS II LV1246 LV1246.The horizontal coordinates were scaled from a topographic map and have LV1246.an estimated accuracy of +/- 6 seconds. LV1246 LV1246.The orthometric height was determined by differential leveling LV1246.and adjusted by the National Geodetic Survey in December 1992. LV1246 LV1246.The geoid height was determined by GEOID99. LV1246 LV1246.The dynamic height is computed by dividing the NAVD 88 LV1246.geopotential number by the normal gravity value computed on the LV1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 LV1246.degrees latitude (g = 980.6199 gals.). LV1246 LV1246.The modeled gravity was interpolated from observed gravity values. LV1246 LV1246; North East Units Estimated Accuracy LV1246;SPC CA 1 - 614,120. 1,803,660. MT (+/- 180 meters Scaled) LV1246 LV1246 SUPERSEDED SURVEY CONTROL LV1246 LV1246 NGVD 29 (12/02/92) 125.938 (m) 413.18 (f) ADJUSTED 1 2 LV1246 LV1246.Superseded values are not recommended for survey control. LV1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LV1246.See file dsdata.txt to determine how the superseded data were derived. LV1246 LV1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK886660(NAD 83) LV1246_MARKER: I = METAL ROD LV1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) LV1246_STAMPING: U 1465 1992 LV1246_MARK LOGO: NGS LV1246_PROJECTION: FLUSH LV1246_MAGNETIC: I = MARKER IS A STEEL ROD LV1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LV1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LV1246+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 LV1246_ROD/PIPE-DEPTH: 3.7 meters LV1246 LV1246 HISTORY - Date Condition Report By LV1246 HISTORY - 1992 MONUMENTED NGS LV1246 HISTORY - 20030824 GOOD ORBITE LV1246 LV1246 STATION DESCRIPTION LV1246 LV1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 LV1246'3.2 KM (2.00 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE LV1246'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 10.2 M (33.5 FT) NORTHWEST LV1246'OF THE CENTER OF 2 BRACED FENCE POSTS, 10.1 M (33.1 FT) SOUTHEAST OF LV1246'A T-FENCE CORNER, 9.1 M (29.9 FT) NORTHEAST OF AND LEVEL WITH THE LV1246'ROAD CENTERLINE, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND LV1246'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. LV1246 LV1246 STATION RECOVERY (2003) LV1246 LV1246'RECOVERY NOTE BY ORBITECH INC 2003 (SHG) LV1246'RECOVERED IN GOOD CONDITION.