1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EV9315 *********************************************************************** EV9315 DESIGNATION - 2 3 EV9315 PID - EV9315 EV9315 STATE/COUNTY- CA/SAN BERNARDINO EV9315 USGS QUAD - YUCAIPA (1996) EV9315 EV9315 *CURRENT SURVEY CONTROL EV9315 ___________________________________________________________________ EV9315* NAD 83(1986)- 34 00 57. (N) 117 02 05. (W) SCALED EV9315* NAVD 88 - 789.541 (meters) 2590.35 (feet) ADJUSTED EV9315 ___________________________________________________________________ EV9315 GEOID HEIGHT- -31.84 (meters) GEOID99 EV9315 DYNAMIC HT - 788.565 (meters) 2587.15 (feet) COMP EV9315 MODELED GRAV- 979,375.2 (mgal) NAVD 88 EV9315 EV9315 VERT ORDER - FIRST CLASS II EV9315 EV9315.The horizontal coordinates were scaled from a topographic map and have EV9315.an estimated accuracy of +/- 6 seconds. EV9315 EV9315.The orthometric height was determined by differential leveling EV9315.and adjusted by the National Geodetic Survey in May 1994. EV9315 EV9315.The geoid height was determined by GEOID99. EV9315 EV9315.The dynamic height is computed by dividing the NAVD 88 EV9315.geopotential number by the normal gravity value computed on the EV9315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV9315.degrees latitude (g = 980.6199 gals.). EV9315 EV9315.The modeled gravity was interpolated from observed gravity values. EV9315 EV9315; North East Units Estimated Accuracy EV9315;SPC CA 5 - 557,650. 2,089,160. MT (+/- 180 meters Scaled) EV9315 EV9315 SUPERSEDED SURVEY CONTROL EV9315 EV9315.No superseded survey control is available for this station. EV9315 EV9315_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT967639(NAD 83) EV9315_MARKER: DD = SURVEY DISK EV9315_SETTING: 34 = WINGWALL EV9315_STAMPING: NO. 2-3 EV9315_MARK LOGO: CA-071 EV9315_MAGNETIC: N = NO MAGNETIC MATERIAL EV9315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EV9315+STABILITY: SURFACE MOTION EV9315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV9315+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 EV9315 EV9315 HISTORY - Date Condition Report By EV9315 HISTORY - UNK MONUMENTED CA-071 EV9315 HISTORY - 19921214 GOOD MWDSC EV9315 HISTORY - 20030824 GOOD USPSQD EV9315 EV9315 STATION DESCRIPTION EV9315 EV9315'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992 EV9315'YUCAIPA, NEAR THE INTERSECTION OF WEST AVE F AND BRYANT ST., 25 FEET EV9315'(7.6 M) WEST OF THE CENTERLINE OF BRYANT ST., 27 FEET (8.2 M) NORTH EV9315'OF THE CENTERLINE OF WEST AVE. F, 7 FEET (2.1 M) NORTHEAST OF THE EV9315'CENTER OF A CMP CULVERT, 36.94 FEET (11.26 M) NORTHWEST OF AN IRON EV9315'PIPE AT THE INTERSECTION OF SAID STREETS. FOUND A 2 INCH BRASS DISK EV9315'SET FLUSH IN TOP OF WING WALL. EV9315 EV9315 STATION RECOVERY (2003) EV9315 EV9315'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAR) EV9315'AVE F HAS BEEN RENAMED TO WILDWOOD CANYON. OTHERWISE STATION EV9315'DESCRIPTION IS CORRECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT1138 *********************************************************************** FT1138 DESIGNATION - 49 DOR FT1138 PID - FT1138 FT1138 STATE/COUNTY- CA/SAN BERNARDINO FT1138 USGS QUAD - BAKER (1983) FT1138 FT1138 *CURRENT SURVEY CONTROL FT1138 ___________________________________________________________________ FT1138* NAD 83(1986)- 35 16 41. (N) 116 04 33. (W) SCALED FT1138* NAVD 88 - 284.607 (meters) 933.75 (feet) ADJUSTED FT1138 ___________________________________________________________________ FT1138 GEOID HEIGHT- -30.66 (meters) GEOID99 FT1138 DYNAMIC HT - 284.320 (meters) 932.81 (feet) COMP FT1138 MODELED GRAV- 979,616.0 (mgal) NAVD 88 FT1138 FT1138 VERT ORDER - FIRST CLASS II FT1138 FT1138.The horizontal coordinates were scaled from a topographic map and have FT1138.an estimated accuracy of +/- 6 seconds. FT1138 FT1138.The orthometric height was determined by differential leveling FT1138.and adjusted by the National Geodetic Survey in June 1991. FT1138 FT1138.The geoid height was determined by GEOID99. FT1138 FT1138.The dynamic height is computed by dividing the NAVD 88 FT1138.geopotential number by the normal gravity value computed on the FT1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT1138.degrees latitude (g = 980.6199 gals.). FT1138 FT1138.The modeled gravity was interpolated from observed gravity values. FT1138 FT1138; North East Units Estimated Accuracy FT1138;SPC CA 5 - 698,910. 2,175,040. MT (+/- 180 meters Scaled) FT1138 FT1138 SUPERSEDED SURVEY CONTROL FT1138 FT1138 NGVD 29 (05/01/91) 283.944 (m) 931.57 (f) ADJUSTED 1 2 FT1138 FT1138.Superseded values are not recommended for survey control. FT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1138.See file dsdata.txt to determine how the superseded data were derived. FT1138 FT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV840042(NAD 83) FT1138_MARKER: DB = BENCH MARK DISK FT1138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FT1138_STAMPING: 49 DOR 1978 FT1138_MARK LOGO: USGS FT1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT1138+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT1138 FT1138 HISTORY - Date Condition Report By FT1138 HISTORY - 1978 MONUMENTED USGS FT1138 HISTORY - 1982 GOOD NGS FT1138 HISTORY - 20030826 GOOD JOHFRA FT1138 FT1138 STATION DESCRIPTION FT1138 FT1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 FT1138'1.4 KM(0.9 MI) NORTH FROM BAKER. FT1138'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 127 FROM THE JUNCTION OF FT1138'INTERSTATE HIGHWAY 15 BUSINESS ROUTE IN BAKER, AT THE CROSSING OF A FT1138'POWER LINE, 0.1 KM (0.05 MI) ACROSS THE HIGHWAY FROM A POWER SUB FT1138'STATION, 19.4 METERS (63.5 FT) SOUTHWEST OF THE CENTERLINE OF THE FT1138'HIGHWAY, 25.0 METERS (82.0 FT) NORTHEAST OF THE NORTH LEG OF POWER FT1138'LINE TOWER 634, 10.5 METERS (34.5 FT) SOUTHEAST OF POWER LINE POLE FT1138'1903496E, 11.1 METERS (36.5 FT) NORTHWEST OF THE CENTERLINE OF A DIRT FT1138'ROAD. NOTE--ROD PROJECTS 15 CM ABOVE THE GROUND, DEPTH UNKNOWN. FT1138'FROM 1978 USGS RECOVERY, NOTE--SET ON 25 FT OF COPPER-COATED ROD. FT1138'THE MARK IS 0.3 METERS NE FROM A WITNESS POST. FT1138'THE MARK IS 0.2 M ABOVE THE HIGHWAY. FT1138 FT1138 STATION RECOVERY (2003) FT1138 FT1138'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT1138'HANDHELD GPS POSITION = N35-16-42.0 W116-04-32.6. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EV9314 *********************************************************************** EV9314 DESIGNATION - 5 1 EV9314 PID - EV9314 EV9314 STATE/COUNTY- CA/SAN BERNARDINO EV9314 USGS QUAD - YUCAIPA (1996) EV9314 EV9314 *CURRENT SURVEY CONTROL EV9314 ___________________________________________________________________ EV9314* NAD 83(1986)- 34 00 57. (N) 117 02 42. (W) SCALED EV9314* NAVD 88 - 769.809 (meters) 2525.61 (feet) ADJUSTED EV9314 ___________________________________________________________________ EV9314 GEOID HEIGHT- -31.91 (meters) GEOID99 EV9314 DYNAMIC HT - 768.862 (meters) 2522.51 (feet) COMP EV9314 MODELED GRAV- 979,380.1 (mgal) NAVD 88 EV9314 EV9314 VERT ORDER - FIRST CLASS II EV9314 EV9314.The horizontal coordinates were scaled from a topographic map and have EV9314.an estimated accuracy of +/- 6 seconds. EV9314 EV9314.The orthometric height was determined by differential leveling EV9314.and adjusted by the National Geodetic Survey in May 1994. EV9314 EV9314.The geoid height was determined by GEOID99. EV9314 EV9314.The dynamic height is computed by dividing the NAVD 88 EV9314.geopotential number by the normal gravity value computed on the EV9314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV9314.degrees latitude (g = 980.6199 gals.). EV9314 EV9314.The modeled gravity was interpolated from observed gravity values. EV9314 EV9314; North East Units Estimated Accuracy EV9314;SPC CA 5 - 557,640. 2,088,210. MT (+/- 180 meters Scaled) EV9314 EV9314 SUPERSEDED SURVEY CONTROL EV9314 EV9314.No superseded survey control is available for this station. EV9314 EV9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT958639(NAD 83) EV9314_MARKER: DD = SURVEY DISK EV9314_SETTING: 31 = CURB EV9314_STAMPING: NO. 5-1 EV9314_MARK LOGO: CA-071 EV9314_MAGNETIC: N = NO MAGNETIC MATERIAL EV9314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EV9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EV9314+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003 EV9314 EV9314 HISTORY - Date Condition Report By EV9314 HISTORY - UNK MONUMENTED CA-071 EV9314 HISTORY - 19921214 GOOD MWDSC EV9314 HISTORY - 20030824 GOOD USPSQD EV9314 EV9314 STATION DESCRIPTION EV9314 EV9314'DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992 EV9314'YUCAIPA, NEAR THE INTERSECTION OF WEST AVE. F AND 2ND ST., 630 FEET EV9314'(192.0 M) WEST OF THE CENTERLINE OF 2ND ST. AND 32 FEET (9.8 M) EV9314'NORTH OF THE CENTERLINE OF WEST AVE. F, 21.2 FEET (6.5 M) EAST OF EV9314'THE WEST END OF CURB NEAR THE WEST END OF THE MOBILE HOME PARK, 14.7 EV9314'FEET (4.5 M) SOUTH OF CONCRETE BLOCK WALL, 21 FEET (6.4 M) EAST AND EV9314'65 FEET (19.8 M) NORTH OF POWER POLE NUMBER 1338657E. FOUND A 2 INCH EV9314'BRASS DISK SET FLUSH IN TOP OF CURB. EV9314 EV9314 STATION RECOVERY (2003) EV9314 EV9314'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAR) EV9314'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 EV9080 *********************************************************************** EV9080 DESIGNATION - T 1420 EV9080 PID - EV9080 EV9080 STATE/COUNTY- CA/SAN BERNARDINO EV9080 USGS QUAD - YUCAIPA (1996) EV9080 EV9080 *CURRENT SURVEY CONTROL EV9080 ___________________________________________________________________ EV9080* NAD 83(1986)- 34 00 45. (N) 117 01 56. (W) SCALED EV9080* NAVD 88 - 793.666 (meters) 2603.89 (feet) ADJUSTED EV9080 ___________________________________________________________________ EV9080 GEOID HEIGHT- -31.85 (meters) GEOID99 EV9080 DYNAMIC HT - 792.685 (meters) 2600.67 (feet) COMP EV9080 MODELED GRAV- 979,374.6 (mgal) NAVD 88 EV9080 EV9080 VERT ORDER - FIRST CLASS II EV9080 EV9080.The horizontal coordinates were scaled from a topographic map and have EV9080.an estimated accuracy of +/- 6 seconds. EV9080 EV9080.The orthometric height was determined by differential leveling EV9080.and adjusted by the National Geodetic Survey in June 1991. EV9080 EV9080.The geoid height was determined by GEOID99. EV9080 EV9080.The dynamic height is computed by dividing the NAVD 88 EV9080.geopotential number by the normal gravity value computed on the EV9080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EV9080.degrees latitude (g = 980.6199 gals.). EV9080 EV9080.The modeled gravity was interpolated from observed gravity values. EV9080 EV9080; North East Units Estimated Accuracy EV9080;SPC CA 5 - 557,280. 2,089,390. MT (+/- 180 meters Scaled) EV9080 EV9080 SUPERSEDED SURVEY CONTROL EV9080 EV9080.No superseded survey control is available for this station. EV9080 EV9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT970635(NAD 83) EV9080_MARKER: I = METAL ROD EV9080_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EV9080_STAMPING: T 1420 1988 EV9080_MARK LOGO: NGS EV9080_PROJECTION: FLUSH EV9080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EV9080_ROD/PIPE-DEPTH: 4.2 meters EV9080 EV9080 HISTORY - Date Condition Report By EV9080 HISTORY - 1988 MONUMENTED NGS EV9080 HISTORY - 20030824 MARK NOT FOUND USPSQD EV9080 EV9080 STATION DESCRIPTION EV9080 EV9080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 EV9080'IN YUCAIPA. EV9080'2.4 KM (1.50 MI) SOUTH ALONG BRYANT STREET FROM THE JUNCTION OF EV9080'YUCAIPA BOULEVARD IN YUCAIPA, AT THE FOOT OF A SMALL HILL, AT A DIRT EV9080'ROAD EAST, 25.2 M (82.7 FT) SOUTHEAST OF THE CENTERLINE OF THE EV9080'STREET, 18.5 M (60.7 FT) SOUTH AND ACROSS THE DIRT ROAD FROM A POWER EV9080'POLE NUMBERED 2343751E, 7.9 M (25.9 FT) SOUTH OF THE CENTER OF THE EV9080'DIRT ROAD, 1.2 M (3.9 FT) SOUTH OF A 2 M (6.6 FT) TALL IRON PIPE. EV9080'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. EV9080'THE MARK IS 0.30 METERS S FROM A WITNESS POST EV9080'THE MARK IS ABOVE LEVEL WITH BRYANT STREET. EV9080 EV9080 STATION RECOVERY (2003) EV9080 EV9080'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAR) EV9080'EXTENSIVE ROAD WORK IN THE AREA. STATION AND WITNESS POST ARE PROBABLY EV9080'DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT0057 *********************************************************************** FT0057 DESIGNATION - X 162 FT0057 PID - FT0057 FT0057 STATE/COUNTY- CA/SAN BERNARDINO FT0057 USGS QUAD - BAKER (1983) FT0057 FT0057 *CURRENT SURVEY CONTROL FT0057 ___________________________________________________________________ FT0057* NAD 83(1986)- 35 15 36. (N) 116 04 49. (W) SCALED FT0057* NAVD 88 - 282.141 (meters) 925.66 (feet) ADJUSTED FT0057 ___________________________________________________________________ FT0057 GEOID HEIGHT- -30.70 (meters) GEOID99 FT0057 DYNAMIC HT - 281.856 (meters) 924.72 (feet) COMP FT0057 MODELED GRAV- 979,617.4 (mgal) NAVD 88 FT0057 FT0057 VERT ORDER - FIRST CLASS II FT0057 FT0057.The horizontal coordinates were scaled from a topographic map and have FT0057.an estimated accuracy of +/- 6 seconds. FT0057 FT0057.The orthometric height was determined by differential leveling FT0057.and adjusted by the National Geodetic Survey in June 1991. FT0057 FT0057.The geoid height was determined by GEOID99. FT0057 FT0057.The dynamic height is computed by dividing the NAVD 88 FT0057.geopotential number by the normal gravity value computed on the FT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0057.degrees latitude (g = 980.6199 gals.). FT0057 FT0057.The modeled gravity was interpolated from observed gravity values. FT0057 FT0057; North East Units Estimated Accuracy FT0057;SPC CA 5 - 696,900. 2,174,670. MT (+/- 180 meters Scaled) FT0057 FT0057 SUPERSEDED SURVEY CONTROL FT0057 FT0057 NGVD 29 (05/01/91) 281.479 (m) 923.49 (f) ADJUSTED 1 2 FT0057 FT0057.Superseded values are not recommended for survey control. FT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0057.See file dsdata.txt to determine how the superseded data were derived. FT0057 FT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV836022(NAD 83) FT0057_MARKER: DB = BENCH MARK DISK FT0057_SETTING: 38 = ABUTMENT FT0057_STAMPING: X 162 1933 923.830 FT0057_MARK LOGO: CGS FT0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FT0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0057+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT0057 FT0057 HISTORY - Date Condition Report By FT0057 HISTORY - 1933 MONUMENTED CGS FT0057 HISTORY - 1939 GOOD CGS FT0057 HISTORY - 1978 GOOD USGS FT0057 HISTORY - 1982 GOOD NGS FT0057 HISTORY - 20030826 GOOD JOHFRA FT0057 FT0057 STATION DESCRIPTION FT0057 FT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 FT0057'AT BAKER. FT0057'AT BAKER, SAN BERNARDINO COUNTY, ON THE ABANDONED TONOPAH AND FT0057'TIDEWATER RAILROAD, ABOUT 500 FEET SOUTH OF THE CROSSING OF U.S. FT0057'HIGHWAY 91, AT BRIDGE 41 AA, AND IN THE TOP OF THE WEST END OF FT0057'THE NORTH CONCRETE ABUTMENT. A STANDARD DISK, STAMPED 923.830 FT0057'X 162 1933. FT0057 FT0057 STATION RECOVERY (1978) FT0057 FT0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 FT0057'RECOVERED IN GOOD CONDITION. FT0057 FT0057 STATION RECOVERY (1982) FT0057 FT0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 FT0057'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. FT0057'3.0 KM (1.9 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 15 BUSINESS ROUTE FT0057'FROM THE POST OFFICE IN BAKER, IN TOP OF THE WEST END OF THE NORTH FT0057'ABUTMENT OF THE ABANDON TONOPAH AND TIDEWATER RAILROAD BRIDGE, 0.2 KM FT0057'(0.1 MI) SOUTH ALONG THE OLD RAILROAD GRADE FROM THE CROSSING OF THE FT0057'BUSINESS ROUTE, 143 METERS (469 FT) SOUTHEAST OF THE CENTERLINE OF FT0057'THE BUSINESS ROUTE, 77.1 METERS (253 FT) NORTHWEST OF THE NORTHWEST FT0057'RIGHT OF WAY FENCE OF INTERSTATE HIGHWAY 15, 30.8 METERS (111.0 FT) FT0057'WEST-SOUTHWEST OF THE THIRD POWER LINE POLE WEST OF INTERSTATE HIGHWAY FT0057'15. FT0057'THE MARK IS ABOVE LEVEL WITH THE RAILROAD GRADE. FT0057 FT0057 STATION RECOVERY (2003) FT0057 FT0057'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0057'HANDHELD GPS POSITION = N35-15-38.2 W116-04-48.4. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 FT0056 *********************************************************************** FT0056 DESIGNATION - Y 162 FT0056 PID - FT0056 FT0056 STATE/COUNTY- CA/SAN BERNARDINO FT0056 USGS QUAD - BAKER (1983) FT0056 FT0056 *CURRENT SURVEY CONTROL FT0056 ___________________________________________________________________ FT0056* NAD 83(1986)- 35 15 56. (N) 116 04 43. (W) SCALED FT0056* NAVD 88 - 282.106 (meters) 925.54 (feet) ADJUSTED FT0056 ___________________________________________________________________ FT0056 GEOID HEIGHT- -30.69 (meters) GEOID99 FT0056 DYNAMIC HT - 281.821 (meters) 924.61 (feet) COMP FT0056 MODELED GRAV- 979,617.9 (mgal) NAVD 88 FT0056 FT0056 VERT ORDER - FIRST CLASS II FT0056 FT0056.The horizontal coordinates were scaled from a topographic map and have FT0056.an estimated accuracy of +/- 6 seconds. FT0056 FT0056.The orthometric height was determined by differential leveling FT0056.and adjusted by the National Geodetic Survey in June 1991. FT0056 FT0056.The geoid height was determined by GEOID99. FT0056 FT0056.The dynamic height is computed by dividing the NAVD 88 FT0056.geopotential number by the normal gravity value computed on the FT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FT0056.degrees latitude (g = 980.6199 gals.). FT0056 FT0056.The modeled gravity was interpolated from observed gravity values. FT0056 FT0056; North East Units Estimated Accuracy FT0056;SPC CA 5 - 697,520. 2,174,810. MT (+/- 180 meters Scaled) FT0056 FT0056 SUPERSEDED SURVEY CONTROL FT0056 FT0056 NGVD 29 (05/01/91) 281.444 (m) 923.37 (f) ADJUSTED 1 2 FT0056 FT0056.Superseded values are not recommended for survey control. FT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0056.See file dsdata.txt to determine how the superseded data were derived. FT0056 FT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNV838028(NAD 83) FT0056_MARKER: DB = BENCH MARK DISK FT0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0056_STAMPING: Y 162 1933 923.738 FT0056_MARK LOGO: CGS FT0056_PROJECTION: PROJECTING 20 CENTIMETERS FT0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0056+STABILITY: SURFACE MOTION FT0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FT0056+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003 FT0056 FT0056 HISTORY - Date Condition Report By FT0056 HISTORY - 1933 MONUMENTED CGS FT0056 HISTORY - 1939 GOOD CGS FT0056 HISTORY - 1978 GOOD USGS FT0056 HISTORY - 1982 GOOD NGS FT0056 HISTORY - 19930209 GOOD NGS FT0056 HISTORY - 20030826 GOOD JOHFRA FT0056 FT0056 STATION DESCRIPTION FT0056 FT0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 FT0056'AT BAKER. FT0056'AT BAKER, SAN BERNARDINO COUNTY, ON THE ABANDONED TONOPAH AND FT0056'TIDEWATER RAILROAD, 118 FEET NORTH OF THE NORTH END OF A FORMER FT0056'SECTIONHOUSE, AND 37 FEET EAST OF THE CENTERLINE OF THE FORMER FT0056'MAIN TRACK. A STANDARD DISK, STAMPED 923.738 Y 162 1933 AND FT0056'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND. FT0056 FT0056 STATION RECOVERY (1978) FT0056 FT0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 FT0056'RECOVERED IN GOOD CONDITION. FT0056 FT0056 STATION RECOVERY (1982) FT0056 FT0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 FT0056'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. FT0056'2.9 KM (1.8 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 15 BUSINESS ROUTE FT0056'FROM THE POST OFFICE IN BAKER, THENCE 0.3 KM (0.2 MI) NORTH ALONG AN FT0056'OLD RAILROAD GRADE, 0.25 KM (0.15 MI) NORTHWEST ACROSS COUNTRY FROM FT0056'THE WEST CORNER OF AN OLD WOODEN BRIDGE, 11.3 METERS (37 FT) EAST OF FT0056'THE CENTER OF THE OLD RAILROAD GRADE, 35.9 METERS (118.0 FT) NORTH OF FT0056'THE NORTHWEST CORNER OF THE OLD SECTION FOREMANS HOUSE, 21.3 METERS FT0056'(70 FT) WEST OF THE CENTERLINE OF A DIRT ROAD. FT0056'THE MARK IS 0.5 METERS S FROM A WITNESS POST. FT0056'THE MARK IS ABOVE LEVEL WITH THE OLD RAILROAD GRADE. FT0056 FT0056 STATION RECOVERY (1993) FT0056 FT0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DW) FT0056'THIS IS GRAVITY BASE STATION 'BAKER Y 162', C 284. FT0056 FT0056 STATION RECOVERY (2003) FT0056 FT0056'RECOVERY NOTE BY JOHNSON-FRANK 2003 (JVF) FT0056'HANDHELD GPS POSITION = N35-15-55.7 W116-04-44.2.