1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 HR0059 *********************************************************************** HR0059 DESIGNATION - 4148 RESET HR0059 PID - HR0059 HR0059 STATE/COUNTY- CA/INYO HR0059 USGS QUAD - BISHOP (1994) HR0059 HR0059 *CURRENT SURVEY CONTROL HR0059 ___________________________________________________________________ HR0059* NAD 83(1986)- 37 21 45. (N) 118 23 43. (W) SCALED HR0059* NAVD 88 - 1265.293 (meters) 4151.22 (feet) ADJUSTED HR0059 ___________________________________________________________________ HR0059 GEOID HEIGHT- -26.08 (meters) GEOID99 HR0059 DYNAMIC HT - 1263.855 (meters) 4146.50 (feet) COMP HR0059 MODELED GRAV- 979,452.0 (mgal) NAVD 88 HR0059 HR0059 VERT ORDER - FIRST CLASS II HR0059 HR0059.The horizontal coordinates were scaled from a topographic map and have HR0059.an estimated accuracy of +/- 6 seconds. HR0059 HR0059.The orthometric height was determined by differential leveling HR0059.and adjusted by the National Geodetic Survey in June 1991. HR0059 HR0059.The geoid height was determined by GEOID99. HR0059 HR0059.The dynamic height is computed by dividing the NAVD 88 HR0059.geopotential number by the normal gravity value computed on the HR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0059.degrees latitude (g = 980.6199 gals.). HR0059 HR0059.The modeled gravity was interpolated from observed gravity values. HR0059 HR0059; North East Units Estimated Accuracy HR0059;SPC CA 4 - 725,340. 2,053,570. MT (+/- 180 meters Scaled) HR0059 HR0059 SUPERSEDED SURVEY CONTROL HR0059 HR0059 NGVD 29 - 1264.14 (m) 4147.4 (f) COMPUTED 1 2 HR0059 HR0059.Superseded values are not recommended for survey control. HR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0059.See file dsdata.txt to determine how the superseded data were derived. HR0059 HR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764360(NAD 83) HR0059_MARKER: DD = SURVEY DISK HR0059_SETTING: 40 = BUILDING COLUMN HR0059_STAMPING: RESET 1940 HR0059_MARK LOGO: USGS HR0059_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR0059+STABILITY: POSITION/ELEVATION WELL HR0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HR0059+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003 HR0059 HR0059 HISTORY - Date Condition Report By HR0059 HISTORY - 1940 MONUMENTED USGS HR0059 HISTORY - 1957 GOOD NGS HR0059 HISTORY - 1986 GOOD NGS HR0059 HISTORY - 1987 GOOD NGS HR0059 HISTORY - 19960926 GOOD NGS HR0059 HISTORY - 20030608 GOOD USPSQD HR0059 HR0059 STATION DESCRIPTION HR0059 HR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0059'AT BISHOP. HR0059'AT BISHOP, ON NORTH MAIN STREET, BETWEEN CHURCH STREET AND HR0059'ACADEMY AVENUE, AT THE BISHOP THEATER BUILDING, SET VERTICALLY HR0059'IN THE EAST FACE OF THE SOUTH CONCRETE DOOR COLUMN, 1.2 FEET HR0059'NORTH OF THE NORTH EDGE OF THE DISPLAY WINDOW OF JOSEPHS MARKET, HR0059'1.1 FEET SOUTH OF THE NORTH EDGE OF THE COLUMN, AND 4.5 FEET HR0059'ABOVE THE CONCRETE SIDEWALK. HR0059 HR0059 STATION RECOVERY (1986) HR0059 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0059'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.3 KM (0.8 HR0059'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US HR0059'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE EAST FACE OF THE BISHOP HR0059'TWIN THEATRE BUILDING, 3.4 METERS (11.0 FT) WEST OF THE WEST CURB OF HR0059'MAIN STREET, 26.2 METERS (86.0 FT) NORTH OF THE NORTH CURB OF CHURCH HR0059'STREET, 0.3 METER (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE HR0059'BUILDING. HR0059'THE MARK IS 1.4 M ABOVE THE SIDEWALK. HR0059 HR0059 STATION RECOVERY (1987) HR0059 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0059'RECOVERED IN GOOD CONDITION. HR0059 HR0059 STATION RECOVERY (1996) HR0059 HR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW) HR0059'GRAVITY BASE STATION 'BISHOP', DOD 2330-2, IGB 12078 , NHO 32.41, IS HR0059'ON SIDEWALK BELOW MARK. HR0059 HR0059 STATION RECOVERY (2003) HR0059 HR0059'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK) HR0059'STAMPING ON MARK IS - RESET 1940 - 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 HR0060 *********************************************************************** HR0060 DESIGNATION - 4151 HR0060 PID - HR0060 HR0060 STATE/COUNTY- CA/INYO HR0060 USGS QUAD - BISHOP (1994) HR0060 HR0060 *CURRENT SURVEY CONTROL HR0060 ___________________________________________________________________ HR0060* NAD 83(1986)- 37 21 49. (N) 118 23 41. (W) SCALED HR0060* NAVD 88 - 1265.385 (meters) 4151.52 (feet) ADJUSTED HR0060 ___________________________________________________________________ HR0060 GEOID HEIGHT- -26.09 (meters) GEOID99 HR0060 DYNAMIC HT - 1263.947 (meters) 4146.80 (feet) COMP HR0060 MODELED GRAV- 979,452.2 (mgal) NAVD 88 HR0060 HR0060 VERT ORDER - FIRST CLASS II HR0060 HR0060.The horizontal coordinates were scaled from a topographic map and have HR0060.an estimated accuracy of +/- 6 seconds. HR0060 HR0060.The orthometric height was determined by differential leveling HR0060.and adjusted by the National Geodetic Survey in June 1991. HR0060 HR0060.The geoid height was determined by GEOID99. HR0060 HR0060.The dynamic height is computed by dividing the NAVD 88 HR0060.geopotential number by the normal gravity value computed on the HR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0060.degrees latitude (g = 980.6199 gals.). HR0060 HR0060.The modeled gravity was interpolated from observed gravity values. HR0060 HR0060; North East Units Estimated Accuracy HR0060;SPC CA 4 - 725,460. 2,053,620. MT (+/- 180 meters Scaled) HR0060 HR0060 SUPERSEDED SURVEY CONTROL HR0060 HR0060 NGVD 29 - 1264.236 (m) 4147.75 (f) ADJ UNCH 1 2 HR0060 HR0060.Superseded values are not recommended for survey control. HR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0060.See file dsdata.txt to determine how the superseded data were derived. HR0060 HR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764361(NAD 83) HR0060_MARKER: DD = SURVEY DISK HR0060_SETTING: 40 = BUILDING WALL HR0060_STAMPING: 4151 1911 HR0060_MARK LOGO: USGS HR0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR0060+STABILITY: POSITION/ELEVATION WELL HR0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HR0060+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003 HR0060 HR0060 HISTORY - Date Condition Report By HR0060 HISTORY - 1911 MONUMENTED USGS HR0060 HISTORY - 1957 GOOD NGS HR0060 HISTORY - 1986 GOOD NGS HR0060 HISTORY - 1987 GOOD NGS HR0060 HISTORY - 20030608 GOOD USPSQD HR0060 HR0060 STATION DESCRIPTION HR0060 HR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0060'AT BISHOP. HR0060'AT BISHOP, ALONG NORTH MAIN STREET, AT THE INTERSECTION OF CHURCH HR0060'STREET, AT THE G AND E 5-10-25 CENT STORE, SET VERTICALLY IN HR0060'THE WEST FACE OF THE NORTH CONCRETE DOOR COLUMN, AND ABOUT HR0060'5 FEET ABOVE THE GROUND. NOTE-- THE FACE OF THE STORE BUILDING HR0060'HAS BEEN TILED AND A CIRCULAR INDENTATION HAS BEEN MADE FOR THE HR0060'MARK, LEAVING IT COUNTERSUNK IN THE WALL. HR0060 HR0060 STATION RECOVERY (1986) HR0060 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0060'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.3 KM (0.8 HR0060'MI) SOUTH ALONG MAIN STREET (US HIGHWAY 395) FROM THE JUNCTION OF US HR0060'HIGHWAY 6 IN BISHOP, SET VERTICALLY IN THE WEST FACE OF THE BEN HR0060'FRANKLIN HARDWARE STORE, 3.3 METERS (11.0 FT) EAST OF THE EAST CURB HR0060'OF MAIN STREET, 14.8 METERS (48.5 FT) SOUTH OF THE EXTENDED HR0060'CENTERLINE OF CHURCH STREET, 1.2 METERS (4.0 FT) NORTH OF THE CENTER HR0060'OF THE FRONT DOOR OF THE STORE. HR0060'THE MARK IS 1.5 M ABOVE THE SIDEWALK. HR0060 HR0060 STATION RECOVERY (1987) HR0060 HR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0060'RECOVERED IN GOOD CONDITION. HR0060 HR0060 STATION RECOVERY (2003) HR0060 HR0060'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK) HR0060'STATED COORDINATES IN DATASHEET ARE NOT CORRECT. NEW COORDINATES ARE HR0060'LAT N 37D 21M 43.1S, LO W 118D 23M 42.5S. COORDINATES TAKEN WITH GPS, HR0060'WAAS CAPABLE, ACCURACY WITHIN 26 FT. BEN FRANKLIN STORE IS NOW A YARN HR0060'AND CRAFTS STORE. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 HR0067 *********************************************************************** HR0067 DESIGNATION - F 754 HR0067 PID - HR0067 HR0067 STATE/COUNTY- CA/INYO HR0067 USGS QUAD - POLETA CANYON (1994) HR0067 HR0067 *CURRENT SURVEY CONTROL HR0067 ___________________________________________________________________ HR0067* NAD 83(1986)- 37 21 42. (N) 118 22 31. (W) SCALED HR0067* NAVD 88 - 1255.61 (+/-2cm) 4119.4 (feet) VERTCON HR0067 ___________________________________________________________________ HR0067 GEOID HEIGHT- -26.11 (meters) GEOID99 HR0067 HR0067 VERT ORDER - FIRST CLASS II (See Below) HR0067 HR0067.The horizontal coordinates were scaled from a topographic map and have HR0067.an estimated accuracy of +/- 6 seconds. HR0067 HR0067.The NAVD 88 height was computed by applying the VERTCON shift value to HR0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HR0067.The vertical order pertains to the superseded datum. HR0067 HR0067.The geoid height was determined by GEOID99. HR0067 HR0067; North East Units Estimated Accuracy HR0067;SPC CA 4 - 725,260. 2,055,340. MT (+/- 180 meters Scaled) HR0067 HR0067 SUPERSEDED SURVEY CONTROL HR0067 HR0067 NGVD 29 - 1254.458 (m) 4115.67 (f) ADJ UNCH 1 2 HR0067 HR0067.Superseded values are not recommended for survey control. HR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0067.See file dsdata.txt to determine how the superseded data were derived. HR0067 HR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB782358(NAD 83) HR0067_MARKER: Z = SEE DESCRIPTION HR0067_SETTING: 30 = LEAD PLUG HR0067_STAMPING: F 754 HR0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0067 HR0067 HISTORY - Date Condition Report By HR0067 HISTORY - UNK MONUMENTED RBNF HR0067 HISTORY - 1957 MARK NOT FOUND NGS HR0067 HISTORY - 20030608 MARK NOT FOUND USPSQD HR0067 HR0067 STATION DESCRIPTION HR0067 HR0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0067'1 MI E FROM BISHOP. HR0067'ON THE ROAD LEADING FROM THE POST OFFICE AT BISHOP TO BISHOP HR0067'AIRPORT, AT THE JUNCTION OF A FARM ROAD LEADING SOUTH, 41 FEET HR0067'EAST OF THE CENTERLINE OF THE FARM ROAD, 13 FEET SOUTH OF THE HR0067'CENTERLINE OF THE MAIN ROAD, AT A CULVERT, IN THE TOP OF THE HR0067'SOUTH CONCRETE HEADWALL (4115.74 USC AND GS BM IS STENCILED HR0067'ON THE CULVERT IN BLACK PAINT), AND 1.2 FEET ABOVE THE GROUND. HR0067'A BRONZE PIN SET IN A 1-INCH-SQUARE LEAD PLUG EMBEDDED IN THE HR0067'CONCRETE HEADWALL. NOTE-- THE ORIGIN OF THIS MARK IS UNK . HR0067'IT WAS STAMPED F 754 BY A PARTY FROM THIS BUREAU IN APRIL 1945. HR0067 HR0067 STATION RECOVERY (2003) HR0067 HR0067'RECOVERY NOTE BY US POWER SQUADRON 2003 (WK) HR0067'PROBABLY DESTROYED, NEW CONCRETE WALL POURED