1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0053 *********************************************************************** HR0053 DESIGNATION - 4144.38 HR0053 PID - HR0053 HR0053 STATE/COUNTY- CA/INYO HR0053 USGS QUAD - FISH SLOUGH (1994) HR0053 HR0053 *CURRENT SURVEY CONTROL HR0053 ___________________________________________________________________ HR0053* NAD 83(1986)- 37 22 55. (N) 118 23 42. (W) SCALED HR0053* NAVD 88 - 1264.334 (meters) 4148.07 (feet) ADJUSTED HR0053 ___________________________________________________________________ HR0053 GEOID HEIGHT- -26.09 (meters) GEOID99 HR0053 DYNAMIC HT - 1262.901 (meters) 4143.37 (feet) COMP HR0053 MODELED GRAV- 979,454.7 (mgal) NAVD 88 HR0053 HR0053 VERT ORDER - FIRST CLASS II HR0053 HR0053.The horizontal coordinates were scaled from a topographic map and have HR0053.an estimated accuracy of +/- 6 seconds. HR0053 HR0053.The orthometric height was determined by differential leveling HR0053.and adjusted by the National Geodetic Survey in October 2003. HR0053 HR0053.The geoid height was determined by GEOID99. HR0053 HR0053.The dynamic height is computed by dividing the NAVD 88 HR0053.geopotential number by the normal gravity value computed on the HR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0053.degrees latitude (g = 980.6199 gals.). HR0053 HR0053.The modeled gravity was interpolated from observed gravity values. HR0053 HR0053; North East Units Estimated Accuracy HR0053;SPC CA 4 - 727,500. 2,053,580. MT (+/- 180 meters Scaled) HR0053 HR0053 SUPERSEDED SURVEY CONTROL HR0053 HR0053 NGVD 29 (??/??/92) 1263.184 (m) 4144.30 (f) ADJ UNCH 1 2 HR0053 HR0053.Superseded values are not recommended for survey control. HR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0053.See file dsdata.txt to determine how the superseded data were derived. HR0053 HR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB764381(NAD 83) HR0053_MARKER: DD = SURVEY DISK HR0053_SETTING: 36 = BRIDGE HR0053_STAMPING: 4144.38 2 C HR0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0053 HR0053 HISTORY - Date Condition Report By HR0053 HISTORY - UNK MONUMENTED CADH HR0053 HISTORY - 1957 GOOD NGS HR0053 HISTORY - 1986 MARK NOT FOUND NGS HR0053 HR0053 STATION DESCRIPTION HR0053 HR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0053'1.3 MI N FROM BISHOP. HR0053'0.9 MILE NORTH ALONG U.S. HIGHWAY 395 AND 6 FROM THE BANK OF HR0053'AMERICA AT BISHOP, THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAY 6, HR0053'AT CONCRETE BRIDGE 48-23 OVER NORTH FORK BISHOP CREEK, IN THE HR0053'TOP OF THE CENTER OF THE NORTHWEST CONCRETE WING WALL, 19 FEET HR0053'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HR0053'HIGHWAY. HR0053 HR0053 STATION RECOVERY (1986) HR0053 HR0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0053'NOT RECOVERED. BELIEVED DESTROYED BY NEW BRIDGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0237 *********************************************************************** HR0237 DESIGNATION - A 911 HR0237 PID - HR0237 HR0237 STATE/COUNTY- CA/INYO HR0237 USGS QUAD - ROVANA (1994) HR0237 HR0237 *CURRENT SURVEY CONTROL HR0237 ___________________________________________________________________ HR0237* NAD 83(1986)- 37 25 37. (N) 118 33 46. (W) SCALED HR0237* NAVD 88 - 1371.034 (meters) 4498.13 (feet) ADJUSTED HR0237 ___________________________________________________________________ HR0237 GEOID HEIGHT- -25.54 (meters) GEOID99 HR0237 DYNAMIC HT - 1369.443 (meters) 4492.91 (feet) COMP HR0237 MODELED GRAV- 979,423.7 (mgal) NAVD 88 HR0237 HR0237 VERT ORDER - FIRST CLASS II HR0237 HR0237.The horizontal coordinates were scaled from a topographic map and have HR0237.an estimated accuracy of +/- 6 seconds. HR0237 HR0237.The orthometric height was determined by differential leveling HR0237.and adjusted by the National Geodetic Survey in October 2003. HR0237 HR0237.The geoid height was determined by GEOID99. HR0237 HR0237.The dynamic height is computed by dividing the NAVD 88 HR0237.geopotential number by the normal gravity value computed on the HR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0237.degrees latitude (g = 980.6199 gals.). HR0237 HR0237.The modeled gravity was interpolated from observed gravity values. HR0237 HR0237; North East Units Estimated Accuracy HR0237;SPC CA 4 - 732,410. 2,038,700. MT (+/- 180 meters Scaled) HR0237 HR0237 SUPERSEDED SURVEY CONTROL HR0237 HR0237 NGVD 29 (??/??/92) 1369.792 (m) 4494.06 (f) ADJ UNCH 1 2 HR0237 HR0237.Superseded values are not recommended for survey control. HR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0237.See file dsdata.txt to determine how the superseded data were derived. HR0237 HR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB617433(NAD 83) HR0237_MARKER: DB = BENCH MARK DISK HR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0237_STAMPING: A 911 1957 HR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0237+STABILITY: SURFACE MOTION HR0237 HR0237 HISTORY - Date Condition Report By HR0237 HISTORY - 1957 MONUMENTED CGS HR0237 HISTORY - 1986 MARK NOT FOUND NGS HR0237 HR0237 STATION DESCRIPTION HR0237 HR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0237'4.4 MI SE FROM PARADISE CAMP. HR0237'3.3 MILES SOUTHEAST ALONG A PAVED ROAD (A FORMER ALIGNMENT OF HR0237'U.S. HIGHWAY 395) FROM THE BRIDGE OVER ROCK CREEK AT PARADISE HR0237'CAMP, NEAR THE CENTER OF THE NORTH BOUNDARY OF THE SOUTHWEST HR0237'QUARTER OF SECTION 15, AT A GROVE OF LARGE COTTONWOOD TREES, 64 HR0237'FEET SOUTHEAST OF A 60-INCH COTTONWOOD TREE, 49 1/2 FEET SOUTHWEST HR0237'OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF A FENCE, HR0237'1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN HR0237'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING HR0237'0.4 FOOT ABOVE THE GROUND. HR0237 HR0237 STATION RECOVERY (1986) HR0237 HR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0237'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0068 *********************************************************************** HR0068 DESIGNATION - B 754 HR0068 PID - HR0068 HR0068 STATE/COUNTY- CA/INYO HR0068 USGS QUAD - POLETA CANYON (1994) HR0068 HR0068 *CURRENT SURVEY CONTROL HR0068 ___________________________________________________________________ HR0068* NAD 83(1992)- 37 21 54.39329(N) 118 22 05.29521(W) ADJUSTED HR0068* NAVD 88 - 1253.138 (meters) 4111.34 (feet) ADJUSTED HR0068 ___________________________________________________________________ HR0068 EPOCH DATE - 1991.35 HR0068 LAPLACE CORR- 0.10 (seconds) DEFLEC99 HR0068 GEOID HEIGHT- -26.11 (meters) GEOID99 HR0068 DYNAMIC HT - 1251.713 (meters) 4106.66 (feet) COMP HR0068 MODELED GRAV- 979,451.8 (mgal) NAVD 88 HR0068 HR0068 HORZ ORDER - SECOND HR0068 VERT ORDER - FIRST CLASS II HR0068 HR0068.The horizontal coordinates were established by classical geodetic methods HR0068.and adjusted by the National Geodetic Survey in March 1994. HR0068.The horizontal coordinates are valid at the epoch date displayed above. HR0068.The epoch date for horizontal control is a decimal equivalence HR0068.of Year/Month/Day. HR0068 HR0068.The orthometric height was determined by differential leveling HR0068.and adjusted by the National Geodetic Survey in October 2003. HR0068.No vertical observational check was made to the station. HR0068 HR0068.The Laplace correction was computed from DEFLEC99 derived deflections. HR0068 HR0068.The geoid height was determined by GEOID99. HR0068 HR0068.The dynamic height is computed by dividing the NAVD 88 HR0068.geopotential number by the normal gravity value computed on the HR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0068.degrees latitude (g = 980.6199 gals.). HR0068 HR0068.The modeled gravity was interpolated from observed gravity values. HR0068 HR0068; North East Units Scale Converg. HR0068;SPC CA 4 - 725,642.187 2,055,974.004 MT 1.00002391 +0 22 37.1 HR0068;SPC CA 4 - 2,380,711.08 6,745,308.04 sFT 1.00002391 +0 22 37.1 HR0068;SPC CA 3 - 598,161.308 2,188,824.019 MT 0.99995173 +1 18 18.7 HR0068;SPC CA 3 - 1,962,467.56 7,181,166.80 sFT 0.99995173 +1 18 18.7 HR0068;UTM 11 - 4,136,254.305 378,849.956 MT 0.99978080 -0 49 49.5 HR0068 HR0068: Primary Azimuth Mark Grid Az HR0068:SPC CA 4 - ISLAND 266 02 00.6 HR0068:SPC CA 3 - ISLAND 265 06 19.0 HR0068:UTM 11 - ISLAND 267 14 27.2 HR0068 HR0068|---------------------------------------------------------------------| HR0068| PID Reference Object Distance Geod. Az | HR0068| dddmmss.s | HR0068| HR0069 B 754 RM 1 15.252 METERS 16748 | HR0068| HR2621 ISLAND APPROX. 8.9 KM 2662437.7 | HR0068| DA8720 B 754 RM 2 10.622 METERS 26831 | HR0068|---------------------------------------------------------------------| HR0068 HR0068 SUPERSEDED SURVEY CONTROL HR0068 HR0068 NAD 83(1986)- 37 21 54.37727(N) 118 22 05.28803(W) AD(1984.00) 2 HR0068 NAD 27 - 37 21 54.63300(N) 118 22 01.89000(W) AD( ) 2 HR0068 NGVD 29 (??/??/92) 1251.984 (m) 4107.55 (f) ADJ UNCH 1 2 HR0068 HR0068.Superseded values are not recommended for survey control. HR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0068.See file dsdata.txt to determine how the superseded data were derived. HR0068 HR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB7885036254(NAD 83) HR0068_MARKER: DB = BENCH MARK DISK HR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0068_STAMPING: B 754 1945 HR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0068+STABILITY: SURFACE MOTION HR0068 HR0068 HISTORY - Date Condition Report By HR0068 HISTORY - 1950 MONUMENTED CGS HR0068 HISTORY - 1957 GOOD NGS HR0068 HR0068 STATION DESCRIPTION HR0068 HR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RJS) HR0068'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF BISHOP AT THE HR0068'SOUTHEAST CORNER OF THE GULF COURSE NEAR THE ENTRANCE TO THE BISHOP HR0068'AIRPORT. THE STATION MARK IS A U.S.C. AND G.S. BENCH MARK HR0068'SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES. HR0068'THE MARK IS SET 13 PACES WEST OF THE CENTER OF AN OILED ROAD, HR0068'15 FEET WEST OF A POWERLINE POLE AND FENCE CORNER, 7 FEET HR0068'WEST OF WHITE WITNESS POST AND 3 FEET NORTH OF A WIRE FENCE. HR0068'THE MARK IS STAMPED, B 754 1945. HR0068' HR0068'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS SET 18 INCHES HR0068'WEST OF A WIRE FENCE. THE MARK IS STAMPED BENCH MARK B754 NO 1 HR0068'1950. HR0068' HR0068'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS SET 1 FOOT NORTH HR0068'OF A WIRE FENCE. THE MARK IS STAMPED BENCH MARK B754 NO 2 1950. HR0068' HR0068'TRIANGULATION STATION ISLAND (LAWD) 1933 IS THE AZIMUTH MARK. HR0068' HR0068'TO REACH THE STATION FROM BISHOP, GO EAST ON EAST LINE STREET HR0068'1.45 MILES TO A CROSSROAD. TURN LEFT (NORTH) AND GO 0.25 HR0068'MILE TO A POWERLINE AND THE STATION ON THE LEFT. A DRIVE STATION. HR0068 HR0068 STATION RECOVERY (1957) HR0068 HR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 HR0068'1.8 MI E FROM BISHOP. HR0068'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0068'AT BISHOP THENCE 0.3 MILE NORTH ALONG AIRPORT ROAD, 38 1/2 FEET HR0068'WEST OF THE CENTER LINE OF THE ROAD, 12 FEET WEST OF POWER LINE HR0068'POLE S24210 WITH TWO GUY WIRES, 11 1/2 FEET WEST OF A FENCE HR0068'CORNER POST, 2.4 FEET NORTH OF THE FENCE, 1.6 FEET EAST OF HR0068'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT HR0068'UNDER GROUND. NOTE-- THIS MARK WAS USED AS A TRIANGULATION HR0068'STATION IN 1950. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0069 *********************************************************************** HR0069 DESIGNATION - B 754 RM 1 HR0069 PID - HR0069 HR0069 STATE/COUNTY- CA/INYO HR0069 USGS QUAD - POLETA CANYON (1994) HR0069 HR0069 *CURRENT SURVEY CONTROL HR0069 ___________________________________________________________________ HR0069* NAD 83(1986)- 37 21 55. (N) 118 22 04. (W) SCALED HR0069* NAVD 88 - 1252.918 (meters) 4110.62 (feet) ADJUSTED HR0069 ___________________________________________________________________ HR0069 GEOID HEIGHT- -26.11 (meters) GEOID99 HR0069 DYNAMIC HT - 1251.494 (meters) 4105.94 (feet) COMP HR0069 MODELED GRAV- 979,451.9 (mgal) NAVD 88 HR0069 HR0069 VERT ORDER - FIRST CLASS II HR0069 HR0069.The horizontal coordinates were scaled from a topographic map and have HR0069.an estimated accuracy of +/- 6 seconds. HR0069 HR0069.The orthometric height was determined by differential leveling HR0069.and adjusted by the National Geodetic Survey in October 2003. HR0069.No vertical observational check was made to the station. HR0069 HR0069.The geoid height was determined by GEOID99. HR0069 HR0069.The dynamic height is computed by dividing the NAVD 88 HR0069.geopotential number by the normal gravity value computed on the HR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0069.degrees latitude (g = 980.6199 gals.). HR0069 HR0069.The modeled gravity was interpolated from observed gravity values. HR0069 HR0069; North East Units Estimated Accuracy HR0069;SPC CA 4 - 725,660. 2,056,010. MT (+/- 180 meters Scaled) HR0069 HR0069 SUPERSEDED SURVEY CONTROL HR0069 HR0069 NGVD 29 (??/??/92) 1251.764 (m) 4106.83 (f) ADJ UNCH 1 2 HR0069 HR0069.Superseded values are not recommended for survey control. HR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0069.See file dsdata.txt to determine how the superseded data were derived. HR0069 HR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788362(NAD 83) HR0069_MARKER: DR = REFERENCE MARK DISK HR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0069_STAMPING: BENCH MARK B 754 NO 1 1950 HR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0069+STABILITY: SURFACE MOTION HR0069 HR0069 HISTORY - Date Condition Report By HR0069 HISTORY - 1950 MONUMENTED CGS HR0069 HISTORY - 1957 GOOD NGS HR0069 HR0069 STATION DESCRIPTION HR0069 HR0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0069'1.8 MI E FROM BISHOP. HR0069'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0069'AT BISHOP, THENCE 0.3 MILE NORTH ALONG AIRPORT ROAD, IN LINE HR0069'WITH A NORTH-SOUTH ROW OF POWER LINE POLES, 50.1 FEET SOUTH OF HR0069'BENCH MARK B 754, 46 1/2 FEET SOUTH OF A FENCE CORNER, 29 1/2 HR0069'FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF THE HR0069'FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT HR0069'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0077 *********************************************************************** HR0077 DESIGNATION - B 923 HR0077 PID - HR0077 HR0077 STATE/COUNTY- CA/INYO HR0077 USGS QUAD - POLETA CANYON (1994) HR0077 HR0077 *CURRENT SURVEY CONTROL HR0077 ___________________________________________________________________ HR0077* NAD 83(1986)- 37 21 45. (N) 118 21 08. (W) SCALED HR0077* NAVD 88 - 1243.204 (meters) 4078.75 (feet) ADJUSTED HR0077 ___________________________________________________________________ HR0077 GEOID HEIGHT- -26.10 (meters) GEOID99 HR0077 DYNAMIC HT - 1241.794 (meters) 4074.12 (feet) COMP HR0077 MODELED GRAV- 979,455.0 (mgal) NAVD 88 HR0077 HR0077 VERT ORDER - FIRST CLASS II HR0077 HR0077.The horizontal coordinates were scaled from a topographic map and have HR0077.an estimated accuracy of +/- 6 seconds. HR0077 HR0077.The orthometric height was determined by differential leveling HR0077.and adjusted by the National Geodetic Survey in October 2003. HR0077.No vertical observational check was made to the station. HR0077 HR0077.The geoid height was determined by GEOID99. HR0077 HR0077.The dynamic height is computed by dividing the NAVD 88 HR0077.geopotential number by the normal gravity value computed on the HR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0077.degrees latitude (g = 980.6199 gals.). HR0077 HR0077.The modeled gravity was interpolated from observed gravity values. HR0077 HR0077; North East Units Estimated Accuracy HR0077;SPC CA 4 - 725,360. 2,057,390. MT (+/- 180 meters Scaled) HR0077 HR0077 SUPERSEDED SURVEY CONTROL HR0077 HR0077 NGVD 29 (??/??/92) 1242.049 (m) 4074.96 (f) ADJ UNCH 1 2 HR0077 HR0077.Superseded values are not recommended for survey control. HR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0077.See file dsdata.txt to determine how the superseded data were derived. HR0077 HR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB802359(NAD 83) HR0077_MARKER: DB = BENCH MARK DISK HR0077_SETTING: 36 = BRIDGE HR0077_STAMPING: B 923 1957 HR0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0077 HR0077 HISTORY - Date Condition Report By HR0077 HISTORY - 1957 MONUMENTED CGS HR0077 HISTORY - 1987 MARK NOT FOUND NGS HR0077 HR0077 STATION DESCRIPTION HR0077 HR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0077'2.3 MI E FROM BISHOP. HR0077'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0077'AT BISHOP, THENCE 0.8 MILE EAST ALONG POLETA ROAD, AT A CONCRETE HR0077'BRIDGE OVER SOUTH FORK BISHOP CREEK, IN THE TOP OF THE NORTHEAST HR0077'END OF THE NORTHEAST CONCRETE WING WALL, 15 FEET NORTH OF THE HR0077'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. HR0077 HR0077 STATION RECOVERY (1987) HR0077 HR0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0077'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0071 *********************************************************************** HR0071 DESIGNATION - C 754 HR0071 PID - HR0071 HR0071 STATE/COUNTY- CA/INYO HR0071 USGS QUAD - POLETA CANYON (1994) HR0071 HR0071 *CURRENT SURVEY CONTROL HR0071 ___________________________________________________________________ HR0071* NAD 83(1986)- 37 22 15. (N) 118 22 04. (W) SCALED HR0071* NAVD 88 - 1254.150 (meters) 4114.66 (feet) ADJUSTED HR0071 ___________________________________________________________________ HR0071 GEOID HEIGHT- -26.10 (meters) GEOID99 HR0071 DYNAMIC HT - 1252.726 (meters) 4109.99 (feet) COMP HR0071 MODELED GRAV- 979,453.5 (mgal) NAVD 88 HR0071 HR0071 VERT ORDER - FIRST CLASS II HR0071 HR0071.This mark is at Bishop Airport (BIH) HR0071 HR0071.The horizontal coordinates were scaled from a topographic map and have HR0071.an estimated accuracy of +/- 6 seconds. HR0071 HR0071.The orthometric height was determined by differential leveling HR0071.and adjusted by the National Geodetic Survey in October 2003. HR0071.No vertical observational check was made to the station. HR0071 HR0071.The geoid height was determined by GEOID99. HR0071 HR0071.The dynamic height is computed by dividing the NAVD 88 HR0071.geopotential number by the normal gravity value computed on the HR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0071.degrees latitude (g = 980.6199 gals.). HR0071 HR0071.The modeled gravity was interpolated from observed gravity values. HR0071 HR0071; North East Units Estimated Accuracy HR0071;SPC CA 4 - 726,280. 2,056,000. MT (+/- 180 meters Scaled) HR0071 HR0071 SUPERSEDED SURVEY CONTROL HR0071 HR0071 NGVD 29 (??/??/92) 1252.998 (m) 4110.88 (f) ADJ UNCH 1 2 HR0071 HR0071.Superseded values are not recommended for survey control. HR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0071.See file dsdata.txt to determine how the superseded data were derived. HR0071 HR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788368(NAD 83) HR0071_MARKER: DB = BENCH MARK DISK HR0071_SETTING: 30 = CONCRETE FOUNDATION HR0071_STAMPING: C 754 1945 HR0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0071 HR0071 HISTORY - Date Condition Report By HR0071 HISTORY - 1945 MONUMENTED CGS HR0071 HISTORY - 1957 GOOD NGS HR0071 HR0071 STATION DESCRIPTION HR0071 HR0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0071'2.1 MI E FROM BISHOP. HR0071'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0071'AT BISHOP, THENCE 0.6 MILE NORTH ALONG AIRPORT ROAD, AT THE HR0071'BISHOP AIRPORT (FORMERLY BISHOP ARMY AIRFIELD), IN THE TOP OF HR0071'THE NORTHEAST CORNER OF THE NORTHEAST ONE OF A GROUP OF CONCRETE HR0071'FOUNDATION BLOCKS (A FOUNDATION FOR A FORMER ELEVATED WATER HR0071'TANK), 330 FEET WEST OF THE CENTER LINE OF THE ROAD, 197 FEET HR0071'NORTH OF THE NORTHEAST CORNER OF THE NORTH ONE OF THREE BARRACKS HR0071'BUILDINGS (NOW USED AS RESIDENCES), 20.7 FEET NORTHEAST OF AN HR0071'8-INCH IRON PIPE WHICH PROJECTS 6 FEET ABOVE THE GROUND, AND HR0071'ABOUT 1 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0074 *********************************************************************** HR0074 DESIGNATION - C 923 HR0074 PID - HR0074 HR0074 STATE/COUNTY- CA/INYO HR0074 USGS QUAD - POLETA CANYON (1994) HR0074 HR0074 *CURRENT SURVEY CONTROL HR0074 ___________________________________________________________________ HR0074* NAD 83(1986)- 37 21 48. (N) 118 20 12. (W) SCALED HR0074* NAVD 88 - 1235.513 (meters) 4053.51 (feet) ADJUSTED HR0074 ___________________________________________________________________ HR0074 GEOID HEIGHT- -26.07 (meters) GEOID99 HR0074 DYNAMIC HT - 1234.114 (meters) 4048.92 (feet) COMP HR0074 MODELED GRAV- 979,457.3 (mgal) NAVD 88 HR0074 HR0074 VERT ORDER - FIRST CLASS II HR0074 HR0074.The horizontal coordinates were scaled from a topographic map and have HR0074.an estimated accuracy of +/- 6 seconds. HR0074 HR0074.The orthometric height was determined by differential leveling HR0074.and adjusted by the National Geodetic Survey in October 2003. HR0074.No vertical observational check was made to the station. HR0074 HR0074.The geoid height was determined by GEOID99. HR0074 HR0074.The dynamic height is computed by dividing the NAVD 88 HR0074.geopotential number by the normal gravity value computed on the HR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0074.degrees latitude (g = 980.6199 gals.). HR0074 HR0074.The modeled gravity was interpolated from observed gravity values. HR0074 HR0074; North East Units Estimated Accuracy HR0074;SPC CA 4 - 725,460. 2,058,760. MT (+/- 180 meters Scaled) HR0074 HR0074 SUPERSEDED SURVEY CONTROL HR0074 HR0074 NGVD 29 (??/??/92) 1234.358 (m) 4049.72 (f) ADJ UNCH 1 2 HR0074 HR0074.Superseded values are not recommended for survey control. HR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0074.See file dsdata.txt to determine how the superseded data were derived. HR0074 HR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB816360(NAD 83) HR0074_MARKER: DB = BENCH MARK DISK HR0074_SETTING: 32 = CULVERT HEADWALL HR0074_STAMPING: C 923 1957 HR0074_MARK LOGO: CGS HR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0074+STABILITY: SURFACE MOTION HR0074 HR0074 HISTORY - Date Condition Report By HR0074 HISTORY - 1957 MONUMENTED CGS HR0074 HISTORY - 1987 GOOD NGS HR0074 HR0074 STATION DESCRIPTION HR0074 HR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0074'3.2 MI E FROM BISHOP. HR0074'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0074'AT BISHOP, THENCE 1.7 MILES EAST ALONG POLETA ROAD, AT THE HR0074'CROSSING OF A CANAL, AT A DOUBLE 48-INCH CORRUGATED METAL PIPE HR0074'CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HR0074'CONCRETE HEAD WALL, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HR0074'ROAD, AND ABOUT LEVEL WITH THE ROAD. HR0074 HR0074 STATION RECOVERY (1987) HR0074 HR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0074'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0073 *********************************************************************** HR0073 DESIGNATION - D 754 HR0073 PID - HR0073 HR0073 STATE/COUNTY- CA/INYO HR0073 USGS QUAD - POLETA CANYON (1994) HR0073 HR0073 *CURRENT SURVEY CONTROL HR0073 ___________________________________________________________________ HR0073* NAD 83(1986)- 37 22 17. (N) 118 22 04. (W) SCALED HR0073* NAVD 88 - 1253.889 (meters) 4113.80 (feet) ADJUSTED HR0073 ___________________________________________________________________ HR0073 GEOID HEIGHT- -26.10 (meters) GEOID99 HR0073 DYNAMIC HT - 1252.465 (meters) 4109.13 (feet) COMP HR0073 MODELED GRAV- 979,453.7 (mgal) NAVD 88 HR0073 HR0073 VERT ORDER - FIRST CLASS II HR0073 HR0073.This mark is at Bishop Airport (BIH) HR0073 HR0073.The horizontal coordinates were scaled from a topographic map and have HR0073.an estimated accuracy of +/- 6 seconds. HR0073 HR0073.The orthometric height was determined by differential leveling HR0073.and adjusted by the National Geodetic Survey in October 2003. HR0073.No vertical observational check was made to the station. HR0073 HR0073.The geoid height was determined by GEOID99. HR0073 HR0073.The dynamic height is computed by dividing the NAVD 88 HR0073.geopotential number by the normal gravity value computed on the HR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0073.degrees latitude (g = 980.6199 gals.). HR0073 HR0073.The modeled gravity was interpolated from observed gravity values. HR0073 HR0073; North East Units Estimated Accuracy HR0073;SPC CA 4 - 726,340. 2,056,000. MT (+/- 180 meters Scaled) HR0073 HR0073 SUPERSEDED SURVEY CONTROL HR0073 HR0073 NGVD 29 (??/??/92) 1252.736 (m) 4110.02 (f) ADJ UNCH 1 2 HR0073 HR0073.Superseded values are not recommended for survey control. HR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0073.See file dsdata.txt to determine how the superseded data were derived. HR0073 HR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788369(NAD 83) HR0073_MARKER: DB = BENCH MARK DISK HR0073_SETTING: 30 = CONCRETE WALL HR0073_STAMPING: D 754 1945 HR0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0073 HR0073 HISTORY - Date Condition Report By HR0073 HISTORY - 1945 MONUMENTED CGS HR0073 HISTORY - 1957 GOOD NGS HR0073 HR0073 STATION DESCRIPTION HR0073 HR0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0073'2.2 MI NE FROM BISHOP. HR0073'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0073'AT BISHOP, THENCE 0.7 MILE NORTH ALONG AIRPORT ROAD, AT THE HR0073'BISHOP AIRPORT (FORMERLY BISHOP ARMY AIRFIELD), SET VERTICALLY HR0073'IN THE NORTHEAST CONCRETE WALL OF A TRANSFORMER VAULT, 40 1/2 HR0073'FEET NORTHEAST OF THE NORTH LEG OF THE BEACON TOWER, 0.5 FOOT HR0073'SOUTHEAST OF THE NORTH CORNER OF THE VAULT, AND ABOUT 2 FEET HR0073'ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0020 *********************************************************************** HR0020 DESIGNATION - H 819 HR0020 PID - HR0020 HR0020 STATE/COUNTY- CA/INYO HR0020 USGS QUAD - LAWS (1994) HR0020 HR0020 *CURRENT SURVEY CONTROL HR0020 ___________________________________________________________________ HR0020* NAD 83(1986)- 37 23 53. (N) 118 20 42. (W) SCALED HR0020* NAVD 88 - 1252.914 (meters) 4110.60 (feet) ADJUSTED HR0020 ___________________________________________________________________ HR0020 GEOID HEIGHT- -26.01 (meters) GEOID99 HR0020 DYNAMIC HT - 1251.494 (meters) 4105.94 (feet) COMP HR0020 MODELED GRAV- 979,454.8 (mgal) NAVD 88 HR0020 HR0020 VERT ORDER - FIRST CLASS II HR0020 HR0020.The horizontal coordinates were scaled from a topographic map and have HR0020.an estimated accuracy of +/- 6 seconds. HR0020 HR0020.The orthometric height was determined by differential leveling HR0020.and adjusted by the National Geodetic Survey in October 2003. HR0020 HR0020.The geoid height was determined by GEOID99. HR0020 HR0020.The dynamic height is computed by dividing the NAVD 88 HR0020.geopotential number by the normal gravity value computed on the HR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0020.degrees latitude (g = 980.6199 gals.). HR0020 HR0020.The modeled gravity was interpolated from observed gravity values. HR0020 HR0020; North East Units Estimated Accuracy HR0020;SPC CA 4 - 729,310. 2,058,000. MT (+/- 180 meters Scaled) HR0020 HR0020 SUPERSEDED SURVEY CONTROL HR0020 HR0020 NGVD 29 (??/??/92) 1251.752 (m) 4106.79 (f) ADJ UNCH 1 2 HR0020 HR0020.Superseded values are not recommended for survey control. HR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0020.See file dsdata.txt to determine how the superseded data were derived. HR0020 HR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB809398(NAD 83) HR0020_MARKER: DB = BENCH MARK DISK HR0020_SETTING: 36 = WATER TANK BASE HR0020_STAMPING: H 819 1955 HR0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0020 HR0020 HISTORY - Date Condition Report By HR0020 HISTORY - 1955 MONUMENTED CGS HR0020 HISTORY - 1957 GOOD NGS HR0020 HR0020 STATION DESCRIPTION HR0020 HR0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0020'AT LAWS. HR0020'AT LAWS, 0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY HR0020'RAILROAD FROM THE STATION, AT THE ELEVATED WATER TANK, IN THE TOP HR0020'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE HR0020'NORTH STEEL LEG, 17.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, HR0020'AND ABOUT 1 FOOT HIGHER THAN THE TRACK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0044 *********************************************************************** HR0044 DESIGNATION - HARVEY HR0044 PID - HR0044 HR0044 STATE/COUNTY- CA/INYO HR0044 USGS QUAD - FISH SLOUGH (1994) HR0044 HR0044 *CURRENT SURVEY CONTROL HR0044 ___________________________________________________________________ HR0044* NAD 83(1992)- 37 22 40.05152(N) 118 28 12.52838(W) ADJUSTED HR0044* NAVD 88 - 1360.331 (meters) 4463.02 (feet) ADJUSTED HR0044 ___________________________________________________________________ HR0044 EPOCH DATE - 1991.35 HR0044 LAPLACE CORR- -7.61 (seconds) DEFLEC99 HR0044 GEOID HEIGHT- -25.89 (meters) GEOID99 HR0044 DYNAMIC HT - 1358.769 (meters) 4457.89 (feet) COMP HR0044 MODELED GRAV- 979,436.3 (mgal) NAVD 88 HR0044 HR0044 HORZ ORDER - SECOND HR0044 VERT ORDER - FIRST CLASS II HR0044 HR0044.The horizontal coordinates were established by classical geodetic methods HR0044.and adjusted by the National Geodetic Survey in March 1994. HR0044.The horizontal coordinates are valid at the epoch date displayed above. HR0044.The epoch date for horizontal control is a decimal equivalence HR0044.of Year/Month/Day. HR0044 HR0044.The orthometric height was determined by differential leveling HR0044.and adjusted by the National Geodetic Survey in October 2003. HR0044 HR0044.The Laplace correction was computed from DEFLEC99 derived deflections. HR0044 HR0044.The geoid height was determined by GEOID99. HR0044 HR0044.The dynamic height is computed by dividing the NAVD 88 HR0044.geopotential number by the normal gravity value computed on the HR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0044.degrees latitude (g = 980.6199 gals.). HR0044 HR0044.The modeled gravity was interpolated from observed gravity values. HR0044 HR0044; North East Units Scale Converg. HR0044;SPC CA 4 - 726,995.147 2,046,929.777 MT 1.00002679 +0 18 58.0 HR0044;SPC CA 4 - 2,385,149.91 6,715,635.44 sFT 1.00002679 +0 18 58.0 HR0044;SPC CA 3 - 599,367.611 2,179,759.752 MT 0.99995027 +1 14 33.9 HR0044;SPC CA 3 - 1,966,425.24 7,151,428.45 sFT 0.99995027 +1 14 33.9 HR0044;UTM 11 - 4,137,797.285 369,838.343 MT 0.99980869 -0 53 33.4 HR0044 HR0044: Primary Azimuth Mark Grid Az HR0044:SPC CA 4 - BISHOP RADIO STA KIBS MAST 118 25 18.6 HR0044:SPC CA 3 - BISHOP RADIO STA KIBS MAST 117 29 42.7 HR0044:UTM 11 - BISHOP RADIO STA KIBS MAST 119 37 50.0 HR0044 HR0044|---------------------------------------------------------------------| HR0044| PID Reference Object Distance Geod. Az | HR0044| dddmmss.s | HR0044| HR0045 HARVEY RM 1 6.902 METERS 11330 | HR0044| HR2620 BISHOP RADIO STA KIBS MAST APPROX. 7.5 KM 1184416.6 | HR0044| HR0043 HARVEY RM 2 8.422 METERS 19614 | HR0044|---------------------------------------------------------------------| HR0044 HR0044 SUPERSEDED SURVEY CONTROL HR0044 HR0044 NAD 83(1986)- 37 22 40.03859(N) 118 28 12.52278(W) AD(1984.00) 2 HR0044 NAD 27 - 37 22 40.29800(N) 118 28 09.11000(W) AD( ) 2 HR0044 NGVD 29 (??/??/92) 1359.138 (m) 4459.11 (f) ADJ UNCH 1 2 HR0044 HR0044.Superseded values are not recommended for survey control. HR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0044.See file dsdata.txt to determine how the superseded data were derived. HR0044 HR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB6983837797(NAD 83) HR0044_MARKER: DS = TRIANGULATION STATION DISK HR0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HR0044_STAMPING: HARVEY 1956 HR0044_MARK LOGO: CGS HR0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0044 HR0044 HISTORY - Date Condition Report By HR0044 HISTORY - 1956 MONUMENTED CGS HR0044 HISTORY - 1957 GOOD NGS HR0044 HISTORY - 1974 SEE DESCRIPTION LAWPC HR0044 HISTORY - 1986 GOOD NGS HR0044 HISTORY - 19860305 GOOD LAWPC HR0044 HR0044 STATION DESCRIPTION HR0044 HR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE) HR0044'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF BISHOP HR0044'ON A SANDY BENCH, 88 FEET SOUTHWEST OF THE CENTER OF U.S. HR0044'HIGHWAY 395, 25 FEET NORTHWEST OF A TELEPHONE POLE AND 6 FEET HR0044'SOUTHWEST OF A WITNESS POST. IT IS A STANDARD DISK BRAZED HR0044'TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE THAT PROJECTS HR0044'8 INCHES AND THE MARK IS STAMPED HARVEY 1956. HR0044' HR0044'REFERENCE MARK NO. 1 IS 22 FEET SOUTHEAST OF A WITNESS POST HR0044'AND 3 FEET NORTHWEST OF A TELEPHONE POLE. IT IS A STANDARD HR0044'DISK BRAZED TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE THAT HR0044'PROJECTS 1 FOOT AND THE MARK IS STAMPED HARVEY NO 1 1956. HR0044' HR0044'REFERENCE MARK NO. 2 IS 34 FEET SOUTHWEST OF A WITNESS POST HR0044'AND 36 FEET WEST OF A TELEPHONE POLE. IT IS A STANDARD DISK HR0044'BRAZED TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE THAT PROJECTS HR0044'1 FOOT AND THE MARK IS STAMPED HARVEY NO 2 1956. HR0044' HR0044'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 33.4 FEET. HR0044' HR0044'TRIANGULATION STATION ISLAND (LAWD) 1933 CAN BE USED AS AN HR0044'AZIMUTH MARK. (SEE DESCRIPTION THEREOF.) HR0044' HR0044'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET HR0044'AND LINE STREET, 2 BLOCKS EAST OF THE POST OFFICE IN BISHOP, HR0044'GO NORTH ON MAIN STREET FOR 0.8 MILE TO THE JUNCTION OF U.S. HR0044'HIGHWAYS 395 AND 6, TURN LEFT AND GO WEST AND NORTHWEST ON HR0044'U.S. HIGHWAY 395 FOR 4.3 MILES TO A HIGH SANDY BANK ON THE HR0044'LEFT AND THE STATION JUST SOUTHWEST AS DESCRIBED. HR0044 HR0044 STATION RECOVERY (1957) HR0044 HR0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 HR0044'5.1 MI NW FROM BISHOP. HR0044'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0044'AMERICA AT BISHOP, ON TOP OF A SANDY BENCH, IN LINE WITH A ROW HR0044'OF TELEPHONE POLES, 88 FEET SOUTHWEST OF THE CENTER LINE OF THE HR0044'HIGHWAY, 25 FEET NORTHWEST OF TELEPHONE POLE M 16159V, 6.0 FEET HR0044'SOUTHWEST OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE HR0044'HIGHWAY, AND BRAZED ON TP OF A 2-INCH GALVANIZED IRON PIPE HR0044'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND. HR0044 HR0044 STATION RECOVERY (1974) HR0044 HR0044'RECOVERY NOTE BY LA WTR AND PWR COMM 1974 (GPP) HR0044'HARVEY 1956 - GOOD. HR0044 HR0044 STATION RECOVERY (1986) HR0044 HR0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0044'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. HR0044'NEW DESCRIPTION FOLLOWS. 7.5 KM (4.7 MI) NORTHWEST ALONG US HIGHWAY HR0044'395 FROM THE JUNCTION OF US HIGHWAY 6 IN BISHOP, 0.71 KM (0.44 MI) HR0044'NORTHWEST OF MILEPOST 120, ON TOP OF A SANDY HILL, 21.0 METERS (69.0 HR0044'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 8.4 METERS HR0044'(27.5 FT) NORTHEAST OF RM 2, 6.9 METERS (22.5 FT) NORTHWEST OF RM 1. HR0044'A DISK ON A 2-INCH IRON PIPE OF UNKNOWN DEPTH AND PROJECTING 30 CM. HR0044'THE MARK IS 0.3 METERS SW FROM A WITNESS POST HR0044'THE MARK IS 3.0 M ABOVE THE HIGHWAY. HR0044 HR0044 STATION RECOVERY (1986) HR0044 HR0044'RECOVERY NOTE BY LA WTR AND PWR COMM 1986 (JL) HR0044'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0045 *********************************************************************** HR0045 DESIGNATION - HARVEY RM 1 HR0045 PID - HR0045 HR0045 STATE/COUNTY- CA/INYO HR0045 USGS QUAD - FISH SLOUGH (1994) HR0045 HR0045 *CURRENT SURVEY CONTROL HR0045 ___________________________________________________________________ HR0045* NAD 83(1986)- 37 22 40. (N) 118 28 16. (W) SCALED HR0045* NAVD 88 - 1360.277 (meters) 4462.84 (feet) ADJUSTED HR0045 ___________________________________________________________________ HR0045 GEOID HEIGHT- -25.89 (meters) GEOID99 HR0045 DYNAMIC HT - 1358.715 (meters) 4457.72 (feet) COMP HR0045 MODELED GRAV- 979,436.0 (mgal) NAVD 88 HR0045 HR0045 VERT ORDER - FIRST CLASS II HR0045 HR0045.The horizontal coordinates were scaled from a topographic map and have HR0045.an estimated accuracy of +/- 6 seconds. HR0045 HR0045.The orthometric height was determined by differential leveling HR0045.and adjusted by the National Geodetic Survey in October 2003. HR0045 HR0045.The geoid height was determined by GEOID99. HR0045 HR0045.The dynamic height is computed by dividing the NAVD 88 HR0045.geopotential number by the normal gravity value computed on the HR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0045.degrees latitude (g = 980.6199 gals.). HR0045 HR0045.The modeled gravity was interpolated from observed gravity values. HR0045 HR0045; North East Units Estimated Accuracy HR0045;SPC CA 4 - 726,990. 2,046,840. MT (+/- 180 meters Scaled) HR0045 HR0045 SUPERSEDED SURVEY CONTROL HR0045 HR0045 NGVD 29 (??/??/92) 1359.084 (m) 4458.93 (f) ADJ UNCH 1 2 HR0045 HR0045.Superseded values are not recommended for survey control. HR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0045.See file dsdata.txt to determine how the superseded data were derived. HR0045 HR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB697377(NAD 83) HR0045_MARKER: DR = REFERENCE MARK DISK HR0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HR0045_STAMPING: HARVEY NO 1 1956 HR0045_MARK LOGO: CGS HR0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0045 HR0045 HISTORY - Date Condition Report By HR0045 HISTORY - 1956 MONUMENTED CGS HR0045 HISTORY - 1957 GOOD NGS HR0045 HISTORY - 1986 GOOD NGS HR0045 HISTORY - 19860305 GOOD LAWPC HR0045 HR0045 STATION DESCRIPTION HR0045 HR0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0045'5.1 MI NW FROM BISHOP. HR0045'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0045'AMERICA AT BISHOP, ON TOP OF A SANDY BENCH, 22.6 FEET SOUTHEAST HR0045'OF TRIANGULATION STATION HARVEY, 3 FEET NORTHWEST OF TELEPHONE HR0045'POLE M16159V, ABOUT 9 FEET HIGHER THAN THE HIGHWAY, AND BRAZED HR0045'ON THE TOP OF A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 1.0 HR0045'FOOT ABOVE THE GROUND. HR0045 HR0045 STATION RECOVERY (1986) HR0045 HR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0045'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. HR0045'NEW DESCRIPTION FOLLOWS. 7.5 KM (4.7 MI) NORTHWEST ALONG US HIGHWAY HR0045'395 FROM THE JUNCTION OF US HIGHWAY 6 IN BISHOP, 0.71 KM (0.44 MI) HR0045'NORTHWEST OF MILEPOST 120, ON TOP OF A SANDY HILL, 21.0 METERS (69.0 HR0045'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 10.1 METERS HR0045'(33.0 FT) EAST-NORTHEAST OF RM 2, 6.9 METERS (22.5 FT) SOUTHEAST OF HR0045'THE STATION MARK, A DISK ON A 2-INCH IRON PIPE OF UNKNOWN DEPTH AND HR0045'PROJECTING 30 CM. HR0045'THE MARK IS 6.8 METERS SE FROM A WITNESS POST HR0045'THE MARK IS 3.0 M ABOVE THE HIGHWAY. HR0045 HR0045 STATION RECOVERY (1986) HR0045 HR0045'RECOVERY NOTE BY LA WTR AND PWR COMM 1986 (JL) HR0045'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0043 *********************************************************************** HR0043 DESIGNATION - HARVEY RM 2 HR0043 PID - HR0043 HR0043 STATE/COUNTY- CA/INYO HR0043 USGS QUAD - FISH SLOUGH (1994) HR0043 HR0043 *CURRENT SURVEY CONTROL HR0043 ___________________________________________________________________ HR0043* NAD 83(1986)- 37 22 40. (N) 118 28 16. (W) SCALED HR0043* NAVD 88 - 1360.478 (meters) 4463.50 (feet) ADJUSTED HR0043 ___________________________________________________________________ HR0043 GEOID HEIGHT- -25.89 (meters) GEOID99 HR0043 DYNAMIC HT - 1358.915 (meters) 4458.37 (feet) COMP HR0043 MODELED GRAV- 979,436.0 (mgal) NAVD 88 HR0043 HR0043 VERT ORDER - FIRST CLASS II HR0043 HR0043.The horizontal coordinates were scaled from a topographic map and have HR0043.an estimated accuracy of +/- 6 seconds. HR0043 HR0043.The orthometric height was determined by differential leveling HR0043.and adjusted by the National Geodetic Survey in October 2003. HR0043 HR0043.The geoid height was determined by GEOID99. HR0043 HR0043.The dynamic height is computed by dividing the NAVD 88 HR0043.geopotential number by the normal gravity value computed on the HR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0043.degrees latitude (g = 980.6199 gals.). HR0043 HR0043.The modeled gravity was interpolated from observed gravity values. HR0043 HR0043; North East Units Estimated Accuracy HR0043;SPC CA 4 - 726,990. 2,046,840. MT (+/- 180 meters Scaled) HR0043 HR0043 SUPERSEDED SURVEY CONTROL HR0043 HR0043 NGVD 29 (??/??/92) 1359.284 (m) 4459.58 (f) ADJ UNCH 1 2 HR0043 HR0043.Superseded values are not recommended for survey control. HR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0043.See file dsdata.txt to determine how the superseded data were derived. HR0043 HR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB697377(NAD 83) HR0043_MARKER: DR = REFERENCE MARK DISK HR0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND HR0043_STAMPING: HARVEY NO 2 1956 HR0043_MARK LOGO: CGS HR0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0043 HR0043 HISTORY - Date Condition Report By HR0043 HISTORY - 1956 MONUMENTED CGS HR0043 HISTORY - 1957 GOOD NGS HR0043 HISTORY - 1986 GOOD NGS HR0043 HISTORY - 19860305 GOOD LAWPC HR0043 HR0043 STATION DESCRIPTION HR0043 HR0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0043'5.1 MI NW FROM BISHOP. HR0043'5.1 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0043'AMERICA AT BISHOP, ON TOP OF A SANDY BENCH, 34 1/2 FEET WEST OF HR0043'TELEPHONE POLE M16159V, 27.6 FEET SOUTHWEST OF TRIANGULATION HR0043'STATION HARVEY, ABOUT 9 FEET HIGHER THAN THE HIGHWAY, AND BRAZED HR0043'ON THE TOP OF A 2-INCH GALVANIZED IRON PIPE WHICH PROJECTS 1.0 HR0043'FOOT ABOVE THE GROUND. HR0043 HR0043 STATION RECOVERY (1986) HR0043 HR0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0043'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. HR0043'NEW DESCRIPTION FOLLOWS. 7.5 KM (4.7 MI) NORTHWEST ALONG US HIGHWAY HR0043'395 FROM THE JUNCTION OF US HIGHWAY 6 IN BISHOP, 0.71 KM (0.44 MI) HR0043'NORTHWEST OF MILEPOST 120, ON TOP OF A SANDY HILL, 29.4 METERS (96.5 HR0043'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 10.1 METERS HR0043'(33.0 FT) WEST-SOUTHWEST OF RM 1, 8.4 METERS (27.5 FT) SOUTHWEST OF HR0043'THE STATION MARK. A DISK ON A 2-INCH IRON PIPE OF UNKNOWN DEPTH AND HR0043'PROJECTING 30 CM. HR0043'THE MARK IS 8.0 METERS SW FROM A WITNESS POST HR0043'THE MARK IS 3.0 M ABOVE THE HIGHWAY. HR0043 HR0043 STATION RECOVERY (1986) HR0043 HR0043'RECOVERY NOTE BY LA WTR AND PWR COMM 1986 (JL) HR0043'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0065 *********************************************************************** HR0065 DESIGNATION - J 911 HR0065 PID - HR0065 HR0065 STATE/COUNTY- CA/INYO HR0065 USGS QUAD - POLETA CANYON (1994) HR0065 HR0065 *CURRENT SURVEY CONTROL HR0065 ___________________________________________________________________ HR0065* NAD 83(1986)- 37 21 42. (N) 118 22 07. (W) SCALED HR0065* NAVD 88 - 1252.959 (meters) 4110.75 (feet) ADJUSTED HR0065 ___________________________________________________________________ HR0065 GEOID HEIGHT- -26.11 (meters) GEOID99 HR0065 DYNAMIC HT - 1251.533 (meters) 4106.07 (feet) COMP HR0065 MODELED GRAV- 979,450.7 (mgal) NAVD 88 HR0065 HR0065 VERT ORDER - FIRST CLASS II HR0065 HR0065.The horizontal coordinates were scaled from a topographic map and have HR0065.an estimated accuracy of +/- 6 seconds. HR0065 HR0065.The orthometric height was determined by differential leveling HR0065.and adjusted by the National Geodetic Survey in October 2003. HR0065 HR0065.The geoid height was determined by GEOID99. HR0065 HR0065.The dynamic height is computed by dividing the NAVD 88 HR0065.geopotential number by the normal gravity value computed on the HR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0065.degrees latitude (g = 980.6199 gals.). HR0065 HR0065.The modeled gravity was interpolated from observed gravity values. HR0065 HR0065; North East Units Estimated Accuracy HR0065;SPC CA 4 - 725,260. 2,055,940. MT (+/- 180 meters Scaled) HR0065 HR0065 SUPERSEDED SURVEY CONTROL HR0065 HR0065 NGVD 29 (??/??/92) 1251.802 (m) 4106.95 (f) ADJ UNCH 1 2 HR0065 HR0065.Superseded values are not recommended for survey control. HR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0065.See file dsdata.txt to determine how the superseded data were derived. HR0065 HR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB788358(NAD 83) HR0065_MARKER: DB = BENCH MARK DISK HR0065_SETTING: 30 = CULVERT HR0065_STAMPING: J 911 1957 HR0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0065 HR0065 HISTORY - Date Condition Report By HR0065 HISTORY - 1957 MONUMENTED CGS HR0065 HISTORY - 1987 MARK NOT FOUND NGS HR0065 HR0065 STATION DESCRIPTION HR0065 HR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0065'1.4 MI E FROM BISHOP. HR0065'1.4 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0065'AT BISHOP, 0.1 MILE WEST OF THE T JUNCTION OF AIRPORT ROAD HR0065'LEADING NORTH, AT THE CROSSING OF A CANAL, AT A 60-INCH CORRUGATED HR0065'METAL PIPE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH HR0065'CONCRETE HEAD WALL, 21 FEET SOUTH OF THE CENTER LINE OF THE HR0065'STREET, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET. HR0065 HR0065 STATION RECOVERY (1987) HR0065 HR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0065'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0076 *********************************************************************** HR0076 DESIGNATION - L 911 HR0076 PID - HR0076 HR0076 STATE/COUNTY- CA/INYO HR0076 USGS QUAD - POLETA CANYON (1994) HR0076 HR0076 *CURRENT SURVEY CONTROL HR0076 ___________________________________________________________________ HR0076* NAD 83(1986)- 37 21 45. (N) 118 21 10. (W) SCALED HR0076* NAVD 88 - 1243.245 (meters) 4078.88 (feet) ADJUSTED HR0076 ___________________________________________________________________ HR0076 GEOID HEIGHT- -26.10 (meters) GEOID99 HR0076 DYNAMIC HT - 1241.835 (meters) 4074.25 (feet) COMP HR0076 MODELED GRAV- 979,454.9 (mgal) NAVD 88 HR0076 HR0076 VERT ORDER - FIRST CLASS II HR0076 HR0076.The horizontal coordinates were scaled from a topographic map and have HR0076.an estimated accuracy of +/- 6 seconds. HR0076 HR0076.The orthometric height was determined by differential leveling HR0076.and adjusted by the National Geodetic Survey in October 2003. HR0076 HR0076.The geoid height was determined by GEOID99. HR0076 HR0076.The dynamic height is computed by dividing the NAVD 88 HR0076.geopotential number by the normal gravity value computed on the HR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0076.degrees latitude (g = 980.6199 gals.). HR0076 HR0076.The modeled gravity was interpolated from observed gravity values. HR0076 HR0076; North East Units Estimated Accuracy HR0076;SPC CA 4 - 725,360. 2,057,340. MT (+/- 180 meters Scaled) HR0076 HR0076 SUPERSEDED SURVEY CONTROL HR0076 HR0076 NGVD 29 (??/??/92) 1242.091 (m) 4075.09 (f) ADJ UNCH 1 2 HR0076 HR0076.Superseded values are not recommended for survey control. HR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0076.See file dsdata.txt to determine how the superseded data were derived. HR0076 HR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB802359(NAD 83) HR0076_MARKER: Z = SEE DESCRIPTION HR0076_SETTING: 36 = BRIDGE HR0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0076 HR0076 HISTORY - Date Condition Report By HR0076 HISTORY - UNK MONUMENTED CGS HR0076 HISTORY - 1957 GOOD NGS HR0076 HR0076 STATION DESCRIPTION HR0076 HR0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0076'2.3 MI E FROM BISHOP. HR0076'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0076'AT BISHOP, THENCE 0.8 MILE EAST ALONG POLETA ROAD, AT A CONCRETE HR0076'BRIDGE OVER SOUTH FORK BISHOP CREEK, IN THE TOP OF THE NORTHWEST HR0076'END OF THE NORTHWEST CONCRETE WING WALL, 15 FEET NORTH OF THE HR0076'CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0015 *********************************************************************** HR0015 DESIGNATION - LAWS RM 1 HR0015 PID - HR0015 HR0015 STATE/COUNTY- CA/INYO HR0015 USGS QUAD - LAWS (1994) HR0015 HR0015 *CURRENT SURVEY CONTROL HR0015 ___________________________________________________________________ HR0015* NAD 83(1986)- 37 24 21. (N) 118 20 59. (W) SCALED HR0015* NAVD 88 - 1253.848 (meters) 4113.67 (feet) ADJUSTED HR0015 ___________________________________________________________________ HR0015 GEOID HEIGHT- -26.00 (meters) GEOID99 HR0015 DYNAMIC HT - 1252.429 (meters) 4109.01 (feet) COMP HR0015 MODELED GRAV- 979,457.1 (mgal) NAVD 88 HR0015 HR0015 VERT ORDER - FIRST CLASS II HR0015 HR0015.The horizontal coordinates were scaled from a topographic map and have HR0015.an estimated accuracy of +/- 6 seconds. HR0015 HR0015.The orthometric height was determined by differential leveling HR0015.and adjusted by the National Geodetic Survey in October 2003. HR0015.No vertical observational check was made to the station. HR0015 HR0015.The geoid height was determined by GEOID99. HR0015 HR0015.The dynamic height is computed by dividing the NAVD 88 HR0015.geopotential number by the normal gravity value computed on the HR0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0015.degrees latitude (g = 980.6199 gals.). HR0015 HR0015.The modeled gravity was interpolated from observed gravity values. HR0015 HR0015; North East Units Estimated Accuracy HR0015;SPC CA 4 - 730,170. 2,057,580. MT (+/- 180 meters Scaled) HR0015 HR0015 SUPERSEDED SURVEY CONTROL HR0015 HR0015 NGVD 29 (??/??/92) 1252.690 (m) 4109.87 (f) ADJ UNCH 1 2 HR0015 HR0015.Superseded values are not recommended for survey control. HR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0015.See file dsdata.txt to determine how the superseded data were derived. HR0015 HR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB805407(NAD 83) HR0015_MARKER: DR = REFERENCE MARK DISK HR0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0015_STAMPING: LAWS NO 1 1956 HR0015_MARK LOGO: CGS HR0015_PROJECTION: PROJECTING 5 CENTIMETERS HR0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0015+STABILITY: SURFACE MOTION HR0015 HR0015 HISTORY - Date Condition Report By HR0015 HISTORY - 1956 MONUMENTED CGS HR0015 HISTORY - 1957 GOOD NGS HR0015 HISTORY - 1986 GOOD NGS HR0015 HR0015 STATION DESCRIPTION HR0015 HR0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0015'0.9 MI NW FROM LAWS. HR0015'0.4 MILE WEST ALONG SILVER CANYON ROAD FROM THE SOUTHERN PACIFIC HR0015'COMPANY RAILROAD STATION AT LAWS, THENCE 0.5 MILE NORTH ALONG HR0015'U.S. HIGHWAY 6, 49 1/2 FEET WEST OF THE CENTER LINE OF THE HR0015'HIGHWAY, 27.1 FEET SOUTHWEST OF TRIANGULATION STATION LAWS, 1.5 HR0015'FEET EAST OF A FENCE ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND HR0015'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE HR0015'GROUND. HR0015 HR0015 STATION RECOVERY (1986) HR0015 HR0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0015'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. HR0015'NEW DESCRIPTION FOLLOWS. 6.8 KM (4.2 MI) NORTH ALONG US HIGHWAY 6 HR0015'FROM THE JUNCTION OF US HIGHWAY 395 IN BISHOP, 0.55 KM (0.34 MI) HR0015'NORTH OF MILEPOST 4, 15.1 METERS (49.5 FT) WEST OF THE CENTERLINE OF HR0015'THE HIGHWAY, 8.2 METERS (27.0 FT) SOUTHWEST OF THE STATION MARK, 0.5 HR0015'METER (1.5 FT) EAST OF A FENCE. HR0015'THE MARK IS 0.6 M BELOW THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0016 *********************************************************************** HR0016 DESIGNATION - LAWS RM 2 HR0016 PID - HR0016 HR0016 STATE/COUNTY- CA/INYO HR0016 USGS QUAD - LAWS (1994) HR0016 HR0016 *CURRENT SURVEY CONTROL HR0016 ___________________________________________________________________ HR0016* NAD 83(1986)- 37 24 23. (N) 118 20 59. (W) SCALED HR0016* NAVD 88 - 1253.931 (meters) 4113.94 (feet) ADJUSTED HR0016 ___________________________________________________________________ HR0016 GEOID HEIGHT- -26.00 (meters) GEOID99 HR0016 DYNAMIC HT - 1252.513 (meters) 4109.29 (feet) COMP HR0016 MODELED GRAV- 979,457.3 (mgal) NAVD 88 HR0016 HR0016 VERT ORDER - FIRST CLASS II HR0016 HR0016.The horizontal coordinates were scaled from a topographic map and have HR0016.an estimated accuracy of +/- 6 seconds. HR0016 HR0016.The orthometric height was determined by differential leveling HR0016.and adjusted by the National Geodetic Survey in October 2003. HR0016.No vertical observational check was made to the station. HR0016 HR0016.The geoid height was determined by GEOID99. HR0016 HR0016.The dynamic height is computed by dividing the NAVD 88 HR0016.geopotential number by the normal gravity value computed on the HR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0016.degrees latitude (g = 980.6199 gals.). HR0016 HR0016.The modeled gravity was interpolated from observed gravity values. HR0016 HR0016; North East Units Estimated Accuracy HR0016;SPC CA 4 - 730,240. 2,057,570. MT (+/- 180 meters Scaled) HR0016 HR0016 SUPERSEDED SURVEY CONTROL HR0016 HR0016 NGVD 29 (??/??/92) 1252.774 (m) 4110.14 (f) ADJ UNCH 1 2 HR0016 HR0016.Superseded values are not recommended for survey control. HR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0016.See file dsdata.txt to determine how the superseded data were derived. HR0016 HR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB805408(NAD 83) HR0016_MARKER: DR = REFERENCE MARK DISK HR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0016_STAMPING: LAWS NO 2 1956 HR0016_MARK LOGO: CGS HR0016_PROJECTION: FLUSH HR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0016+STABILITY: SURFACE MOTION HR0016 HR0016 HISTORY - Date Condition Report By HR0016 HISTORY - 1956 MONUMENTED CGS HR0016 HISTORY - 1957 GOOD NGS HR0016 HISTORY - 1986 GOOD NGS HR0016 HR0016 STATION DESCRIPTION HR0016 HR0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0016'0.9 MI NW FROM LAWS. HR0016'0.4 MILE WEST ALONG SILVER CANYON ROAD FROM THE SOUTHERN PACIFIC HR0016'COMPANY RAILROAD STATION AT LAWS, THENCE 0.5 MILE NORTH ALONG HR0016'U.S. HIGHWAY 6, 49 1/2 FEET WEST OF THE CENTER LINE OF THE HR0016'HIGHWAY, 25.0 FEET NORTHWEST OF TRIANGULATION STATION LAWS, HR0016'1.5 FEET EAST OF A FENCE, ABOUT 2 FEET LOWER THAN THE HR0016'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 HR0016'FOOT ABOVE THE GROUND. HR0016 HR0016 STATION RECOVERY (1986) HR0016 HR0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0016'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY. HR0016'NEW DESCRIPTION FOLLOWS. 6.8 KM (4.2 MI) NORTH ALONG US HIGHWAY 6 HR0016'FROM THE JUNCTION OF US HIGHWAY 395 IN BISHOP, 0.55 KM (0.34 MI) HR0016'NORTH OF MILEPOST 4, 15.1 METERS (49.5 FT) WEST OF THE CENTERLINE OF HR0016'THE HIGHWAY, 7.6 METERS (25.0 FT) NORTHWEST OF THE STATION MARK, 0.5 HR0016'METER (1.5 FT) EAST OF A FENCE. HR0016'THE MARK IS 0.6 M BELOW THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0075 *********************************************************************** HR0075 DESIGNATION - M 911 HR0075 PID - HR0075 HR0075 STATE/COUNTY- CA/INYO HR0075 USGS QUAD - POLETA CANYON (1994) HR0075 HR0075 *CURRENT SURVEY CONTROL HR0075 ___________________________________________________________________ HR0075* NAD 83(1986)- 37 21 46. (N) 118 20 11. (W) SCALED HR0075* NAVD 88 - 1235.499 (meters) 4053.47 (feet) ADJUSTED HR0075 ___________________________________________________________________ HR0075 GEOID HEIGHT- -26.07 (meters) GEOID99 HR0075 DYNAMIC HT - 1234.100 (meters) 4048.88 (feet) COMP HR0075 MODELED GRAV- 979,457.2 (mgal) NAVD 88 HR0075 HR0075 VERT ORDER - FIRST CLASS II HR0075 HR0075.The horizontal coordinates were scaled from a topographic map and have HR0075.an estimated accuracy of +/- 6 seconds. HR0075 HR0075.The orthometric height was determined by differential leveling HR0075.and adjusted by the National Geodetic Survey in October 2003. HR0075 HR0075.The geoid height was determined by GEOID99. HR0075 HR0075.The dynamic height is computed by dividing the NAVD 88 HR0075.geopotential number by the normal gravity value computed on the HR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0075.degrees latitude (g = 980.6199 gals.). HR0075 HR0075.The modeled gravity was interpolated from observed gravity values. HR0075 HR0075; North East Units Estimated Accuracy HR0075;SPC CA 4 - 725,400. 2,058,790. MT (+/- 180 meters Scaled) HR0075 HR0075 SUPERSEDED SURVEY CONTROL HR0075 HR0075 NGVD 29 (??/??/92) 1234.343 (m) 4049.67 (f) ADJ UNCH 1 2 HR0075 HR0075.Superseded values are not recommended for survey control. HR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0075.See file dsdata.txt to determine how the superseded data were derived. HR0075 HR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB816359(NAD 83) HR0075_MARKER: I = METAL ROD HR0075_SETTING: 32 = HEADWALL HR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0075+STABILITY: SURFACE MOTION HR0075 HR0075 HISTORY - Date Condition Report By HR0075 HISTORY - UNK MONUMENTED CGS HR0075 HISTORY - 1957 GOOD NGS HR0075 HISTORY - 1987 GOOD NGS HR0075 HR0075 STATION DESCRIPTION HR0075 HR0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0075'3.2 MI E FROM BISHOP. HR0075'1.5 MILES EAST ALONG EAST LINE STREET FROM THE BANK OF AMERICA HR0075'AT BISHOP, THENCE 1.7 MILES EAST ALONG POLETA ROAD, AT THE HR0075'CROSSING OF A CANAL, AT A DOUBLE 48-INCH CORRUGATED METAL PIPE HR0075'CULVERT, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HR0075'CONCRETE HEAD WALL, 24 1/2 FEET NORTHWEST OF THE CENTER LINE HR0075'OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. HR0075 HR0075 STATION RECOVERY (1987) HR0075 HR0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 HR0075'RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0239 *********************************************************************** HR0239 DESIGNATION - P 124 HR0239 PID - HR0239 HR0239 STATE/COUNTY- CA/INYO HR0239 USGS QUAD - ROVANA (1994) HR0239 HR0239 *CURRENT SURVEY CONTROL HR0239 ___________________________________________________________________ HR0239* NAD 83(1986)- 37 24 26. (N) 118 32 36. (W) SCALED HR0239* NAVD 88 - 1363.325 (meters) 4472.84 (feet) ADJUSTED HR0239 ___________________________________________________________________ HR0239 GEOID HEIGHT- -25.62 (meters) GEOID99 HR0239 DYNAMIC HT - 1361.746 (meters) 4467.66 (feet) COMP HR0239 MODELED GRAV- 979,426.7 (mgal) NAVD 88 HR0239 HR0239 VERT ORDER - FIRST CLASS II HR0239 HR0239.The horizontal coordinates were scaled from a topographic map and have HR0239.an estimated accuracy of +/- 6 seconds. HR0239 HR0239.The orthometric height was determined by differential leveling HR0239.and adjusted by the National Geodetic Survey in October 2003. HR0239 HR0239.The geoid height was determined by GEOID99. HR0239 HR0239.The dynamic height is computed by dividing the NAVD 88 HR0239.geopotential number by the normal gravity value computed on the HR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0239.degrees latitude (g = 980.6199 gals.). HR0239 HR0239.The modeled gravity was interpolated from observed gravity values. HR0239 HR0239; North East Units Estimated Accuracy HR0239;SPC CA 4 - 730,230. 2,040,430. MT (+/- 180 meters Scaled) HR0239 HR0239 SUPERSEDED SURVEY CONTROL HR0239 HR0239 NGVD 29 (??/??/92) 1362.096 (m) 4468.81 (f) ADJ UNCH 1 2 HR0239 HR0239.Superseded values are not recommended for survey control. HR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0239.See file dsdata.txt to determine how the superseded data were derived. HR0239 HR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB634411(NAD 83) HR0239_MARKER: DB = BENCH MARK DISK HR0239_SETTING: 66 = SET IN ROCK OUTCROP HR0239_STAMPING: P 124 1932 HR0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HR0239+STABILITY: POSITION/ELEVATION WELL HR0239 HR0239 HISTORY - Date Condition Report By HR0239 HISTORY - 1932 MONUMENTED CGS HR0239 HISTORY - 1957 GOOD NGS HR0239 HISTORY - 1986 MARK NOT FOUND NGS HR0239 HR0239 STATION DESCRIPTION HR0239 HR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0239'6.3 MI SE FROM PARADISE CAMP. HR0239'3.3 MILES SOUTHEAST ALONG A PAVED ROAD (A FORMER ALIGNMENT OF U.S. HR0239'HIGHWAY 395) FROM THE BRIDGE OVER ROCK CREEK AT PARADISE CAMP, HR0239'THENCE 3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 395. 0.2 MILE HR0239'SOUTHEAST OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING SOUTHEAST, HR0239'0.1 MILE SOUTHEAST OF THE ROUND VALLEY STORE AND SERVICE STATION, IN HR0239'R 31 E, T 6 S, IN THE SOUTHWEST QUARTER OF SECTION 23, IN THE TOP HR0239'OF A LARGE EMBEDDED LAVA ROCK, ALONG A PORTION OF A FORMER HR0239'ALIGNMENT OF THE HIGHWAY, ABOUT 250 FEET NORTHEAST OF THE CENTER HR0239'LINE OF THE HIGHWAY, ABOUT 260 FEET SOUTHEAST OF A ROCK HOUSE, HR0239'21 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 21 HR0239'FEET SOUTHEAST OF THE SOUTHEAST ONE OF A GROUP OF COTTONWOOD TREES, HR0239'2.0 FEET NORTH OF AN ORANGE PAINTED 2-INCH IRON PIPE WHICH PROJECTS HR0239'3 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 FEET HIGHER THAN THE OLD HR0239'HIGHWAY. HR0239 HR0239 STATION RECOVERY (1986) HR0239 HR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0239'NOT RECOVERED. BELIEVED DESTROYED BY HOUSING CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0080 *********************************************************************** HR0080 DESIGNATION - Q 910 HR0080 PID - HR0080 HR0080 STATE/COUNTY- CA/INYO HR0080 USGS QUAD - FISH SLOUGH (1994) HR0080 HR0080 *CURRENT SURVEY CONTROL HR0080 ___________________________________________________________________ HR0080* NAD 83(1986)- 37 23 54. (N) 118 23 07. (W) SCALED HR0080* NAVD 88 - 1259.143 (meters) 4131.04 (feet) ADJUSTED HR0080 ___________________________________________________________________ HR0080 GEOID HEIGHT- -26.08 (meters) GEOID99 HR0080 DYNAMIC HT - 1257.721 (meters) 4126.37 (feet) COMP HR0080 MODELED GRAV- 979,459.4 (mgal) NAVD 88 HR0080 HR0080 VERT ORDER - FIRST CLASS II HR0080 HR0080.The horizontal coordinates were scaled from a topographic map and have HR0080.an estimated accuracy of +/- 6 seconds. HR0080 HR0080.The orthometric height was determined by differential leveling HR0080.and adjusted by the National Geodetic Survey in October 2003. HR0080 HR0080.The geoid height was determined by GEOID99. HR0080 HR0080.The dynamic height is computed by dividing the NAVD 88 HR0080.geopotential number by the normal gravity value computed on the HR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0080.degrees latitude (g = 980.6199 gals.). HR0080 HR0080.The modeled gravity was interpolated from observed gravity values. HR0080 HR0080; North East Units Estimated Accuracy HR0080;SPC CA 4 - 729,320. 2,054,430. MT (+/- 180 meters Scaled) HR0080 HR0080 SUPERSEDED SURVEY CONTROL HR0080 HR0080 NGVD 29 (??/??/92) 1257.994 (m) 4127.27 (f) ADJ UNCH 1 2 HR0080 HR0080.Superseded values are not recommended for survey control. HR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0080.See file dsdata.txt to determine how the superseded data were derived. HR0080 HR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB773399(NAD 83) HR0080_MARKER: DB = BENCH MARK DISK HR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0080_STAMPING: Q 910 1957 HR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0080+STABILITY: SURFACE MOTION HR0080 HR0080 HISTORY - Date Condition Report By HR0080 HISTORY - 1957 MONUMENTED CGS HR0080 HISTORY - 1986 MARK NOT FOUND NGS HR0080 HR0080 STATION DESCRIPTION HR0080 HR0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0080'2.3 MI W FROM LAWS. HR0080'0.4 MILE WEST ALONG SILVER CANYON ROAD FROM THE SOUTHERN PACIFIC HR0080'COMPANY RAILROAD STATION AT LAWS, THENCE 1.9 MILES WEST ALONG HR0080'U.S. HIGHWAY 6, AT A POINT WHERE A TELEPHONE LINE CROSSES THE HR0080'HIGHWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 39 1/2 FEET HR0080'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF HR0080'TELEPHONE POLE 140060 WITH A GUY WIRE, 2.0 FEET WEST OF A HR0080'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE HR0080'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. HR0080 HR0080 STATION RECOVERY (1986) HR0080 HR0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HR0080'NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0047 *********************************************************************** HR0047 DESIGNATION - U 124 HR0047 PID - HR0047 HR0047 STATE/COUNTY- CA/INYO HR0047 USGS QUAD - FISH SLOUGH (1994) HR0047 HR0047 *CURRENT SURVEY CONTROL HR0047 ___________________________________________________________________ HR0047* NAD 83(1986)- 37 22 33. (N) 118 25 54. (W) SCALED HR0047* NAVD 88 - 1293.587 (meters) 4244.04 (feet) ADJUSTED HR0047 ___________________________________________________________________ HR0047 GEOID HEIGHT- -26.02 (meters) GEOID99 HR0047 DYNAMIC HT - 1292.105 (meters) 4239.18 (feet) COMP HR0047 MODELED GRAV- 979,441.8 (mgal) NAVD 88 HR0047 HR0047 VERT ORDER - FIRST CLASS II HR0047 HR0047.The horizontal coordinates were scaled from a topographic map and have HR0047.an estimated accuracy of +/- 6 seconds. HR0047 HR0047.The orthometric height was determined by differential leveling HR0047.and adjusted by the National Geodetic Survey in October 2003. HR0047 HR0047.The geoid height was determined by GEOID99. HR0047 HR0047.The dynamic height is computed by dividing the NAVD 88 HR0047.geopotential number by the normal gravity value computed on the HR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0047.degrees latitude (g = 980.6199 gals.). HR0047 HR0047.The modeled gravity was interpolated from observed gravity values. HR0047 HR0047; North East Units Estimated Accuracy HR0047;SPC CA 4 - 726,800. 2,050,340. MT (+/- 180 meters Scaled) HR0047 HR0047 SUPERSEDED SURVEY CONTROL HR0047 HR0047 NGVD 29 (??/??/92) 1292.410 (m) 4240.18 (f) ADJ UNCH 1 2 HR0047 HR0047.Superseded values are not recommended for survey control. HR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0047.See file dsdata.txt to determine how the superseded data were derived. HR0047 HR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB732375(NAD 83) HR0047_MARKER: DB = BENCH MARK DISK HR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HR0047_STAMPING: U 124 1932 HR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HR0047+STABILITY: SURFACE MOTION HR0047 HR0047 HISTORY - Date Condition Report By HR0047 HISTORY - 1932 MONUMENTED CGS HR0047 HISTORY - 1957 GOOD NGS HR0047 HR0047 STATION DESCRIPTION HR0047 HR0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 HR0047'3 MI NW FROM BISHOP. HR0047'3.0 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0047'AMERICA AT BISHOP, AT THE INTERSECTION OF BROCKMAN LANE, 42 FEET HR0047'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 1/2 FEET EAST OF HR0047'THE CENTER LINE OF THE LANE, 6.4 FEET NORTHWEST OF THE CENTER OF HR0047'THE EAST END OF A 30-INCH CORRUGATED METAL PIPE CULVERT UNDER HR0047'THE LANE, 2 1/2 FEET SOUTHWEST OF A FENCE CORNER POST, 1.7 FEET HR0047'WEST OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT HR0047'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST HR0047'PROJECTING 0.3 FOOT ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0049 *********************************************************************** HR0049 DESIGNATION - U 910 HR0049 PID - HR0049 HR0049 STATE/COUNTY- CA/INYO HR0049 USGS QUAD - FISH SLOUGH (1994) HR0049 HR0049 *CURRENT SURVEY CONTROL HR0049 ___________________________________________________________________ HR0049* NAD 83(1986)- 37 22 33. (N) 118 25 07. (W) SCALED HR0049* NAVD 88 - 1280.923 (meters) 4202.49 (feet) ADJUSTED HR0049 ___________________________________________________________________ HR0049 GEOID HEIGHT- -26.06 (meters) GEOID99 HR0049 DYNAMIC HT - 1279.461 (meters) 4197.70 (feet) COMP HR0049 MODELED GRAV- 979,445.9 (mgal) NAVD 88 HR0049 HR0049 VERT ORDER - FIRST CLASS II HR0049 HR0049.The horizontal coordinates were scaled from a topographic map and have HR0049.an estimated accuracy of +/- 6 seconds. HR0049 HR0049.The orthometric height was determined by differential leveling HR0049.and adjusted by the National Geodetic Survey in October 2003. HR0049 HR0049.The geoid height was determined by GEOID99. HR0049 HR0049.The dynamic height is computed by dividing the NAVD 88 HR0049.geopotential number by the normal gravity value computed on the HR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0049.degrees latitude (g = 980.6199 gals.). HR0049 HR0049.The modeled gravity was interpolated from observed gravity values. HR0049 HR0049; North East Units Estimated Accuracy HR0049;SPC CA 4 - 726,800. 2,051,500. MT (+/- 180 meters Scaled) HR0049 HR0049 SUPERSEDED SURVEY CONTROL HR0049 HR0049 NGVD 29 (??/??/92) 1279.755 (m) 4198.66 (f) ADJ UNCH 1 2 HR0049 HR0049.Superseded values are not recommended for survey control. HR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0049.See file dsdata.txt to determine how the superseded data were derived. HR0049 HR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB743375(NAD 83) HR0049_MARKER: DB = BENCH MARK DISK HR0049_SETTING: 36 = BRIDGE CURB HR0049_STAMPING: U 910 1957 HR0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HR0049 HR0049 HISTORY - Date Condition Report By HR0049 HISTORY - 1957 MONUMENTED CGS HR0049 HR0049 STATION DESCRIPTION HR0049 HR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0049'2.3 MI NW FROM BISHOP. HR0049'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0049'AMERICA AT BISHOP, AT CONCRETE BRIDGE 48-12 OVER NORTH FORK HR0049'BISHOP CREEK, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HR0049'CURB, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT HR0049'LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HR0039 *********************************************************************** HR0039 DESIGNATION - W 910 HR0039 PID - HR0039 HR0039 STATE/COUNTY- CA/INYO HR0039 USGS QUAD - FISH SLOUGH (1994) HR0039 HR0039 *CURRENT SURVEY CONTROL HR0039 ___________________________________________________________________ HR0039* NAD 83(1986)- 37 23 09. (N) 118 29 20. (W) SCALED HR0039* NAVD 88 - 1341.311 (meters) 4400.62 (feet) ADJUSTED HR0039 ___________________________________________________________________ HR0039 GEOID HEIGHT- -25.83 (meters) GEOID99 HR0039 DYNAMIC HT - 1339.770 (meters) 4395.56 (feet) COMP HR0039 MODELED GRAV- 979,436.1 (mgal) NAVD 88 HR0039 HR0039 VERT ORDER - FIRST CLASS II HR0039 HR0039.The horizontal coordinates were scaled from a topographic map and have HR0039.an estimated accuracy of +/- 6 seconds. HR0039 HR0039.The orthometric height was determined by differential leveling HR0039.and adjusted by the National Geodetic Survey in October 2003. HR0039 HR0039.The geoid height was determined by GEOID99. HR0039 HR0039.The dynamic height is computed by dividing the NAVD 88 HR0039.geopotential number by the normal gravity value computed on the HR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HR0039.degrees latitude (g = 980.6199 gals.). HR0039 HR0039.The modeled gravity was interpolated from observed gravity values. HR0039 HR0039; North East Units Estimated Accuracy HR0039;SPC CA 4 - 727,880. 2,045,270. MT (+/- 180 meters Scaled) HR0039 HR0039 SUPERSEDED SURVEY CONTROL HR0039 HR0039 NGVD 29 (??/??/92) 1340.111 (m) 4396.68 (f) ADJ UNCH 1 2 HR0039 HR0039.Superseded values are not recommended for survey control. HR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HR0039.See file dsdata.txt to determine how the superseded data were derived. HR0039 HR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLB681387(NAD 83) HR0039_MARKER: DB = BENCH MARK DISK HR0039_SETTING: 30 = CULVERT HR0039_STAMPING: W 910 1957 HR0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HR0039 HR0039 HISTORY - Date Condition Report By HR0039 HISTORY - 1957 MONUMENTED CGS HR0039 HISTORY - 1968 POOR CADT HR0039 HR0039 STATION DESCRIPTION HR0039 HR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HR0039'6.4 MI NW FROM BISHOP. HR0039'6.4 MILES NORTHWEST ALONG U.S. HIGHWAY 395 FROM THE BANK OF HR0039'AMERICA AT BISHOP, AT 6- BY 10-FOOT CONCRETE BOX CULVERT E HR0039'308 + 52 OVER MC GEE CREEK, IN THE TOP OF THE SOUTHEAST END OF HR0039'THE SOUTHWEST CONCRETE HEAD WALL, 28 1/2 FEET SOUTHWEST OF THE HR0039'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HR0039'HIGHWAY. HR0039 HR0039 STATION RECOVERY (1968) HR0039 HR0039'RECOVERY NOTE BY CALTRANS 1968 HR0039'MARK RECOVERED IN POOR CONDITION.