DP0359 *********************************************************************** DP0359 DESIGNATION - A 142 DP0359 PID - DP0359 DP0359 STATE/COUNTY- TX/LUBBOCK DP0359 USGS QUAD - LUBBOCK EAST (1977) DP0359 DP0359 HORZ DATUM - NAD 83 DP0359 VERT DATUM - NAVD 88 DP0359 DP0359 POSITION - 33 35 38. (N) 101 45 53. (W) SCALED DP0359 83 minus 27 - +00. +02. NADCON DP0359 DP0359 DP0359 HEIGHT - 967.902 (meters) 3175.53 (feet) ADJUSTED DP0359 88 minus 29 - +0.369 ADJ UNCH DP0359 DY minus 88 - -1.246 COMPUTED DP0359. (NOTE - For assistance in applying shifts see file readme.dat) DP0359 *********************************************************************** DP0359 DP0359 GEOID HEIGHT- -25.38 GEOID93 DP0359 MODELED GRAV- 979,316.3 NAVD88 DP0359 DP0359 DP0359 VERT ORDER - FIRST CLASS 2 DP0359 DP0359 DP0359.The horizontal coordinates were scaled from a topographic map and have DP0359.an estimated accuracy of +/- 6 seconds. DP0359 DP0359.The orthometric height was determined by differential leveling DP0359.and adjusted by the National Geodetic Survey in June 1991. DP0359 DP0359.The dynamic height is computed by dividing the NAVD 88 DP0359.geopotential number by the normal gravity value computed on the DP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0359.degrees latitude (G = 980.6199 gals.). DP0359 DP0359.The geoid height was determined by GEOID93. DP0359 DP0359.The modeled gravity was interpolated from observed gravity values. DP0359 DP0359; North East Estimated Accuracy DP0359;SPC TXNC - 2,218,420. 297,040. (+/- 180 meters Scaled) MT DP0359 DP0359_STATION MARK IS A BENCH MARK DISK DP0359_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0359_THE MARK IS STAMPED: 3174.314 A 142 1933 DP0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0359+STABILITY: SURFACE MOTION DP0359 DP0359 HISTORY - Year Condition Recov. By DP0359 HISTORY - 1933 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0359 HISTORY - 1963 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0359 DP0359 STATION DESCRIPTION DP0359 DP0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DP0359'6.0 MI NE FROM LUBBOCK. DP0359'6.0 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM DP0359'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 4.5 MILES SOUTHWEST OF DP0359'THE STATION SIGNBOARD AT KITALOU, ABOUT 74-3/4 RAILS SOUTHWEST OF DP0359'MILEPOST L 354, AT STATION 6200+00 (MILEAGE 354.47), ABOUT 13-3/4 DP0359'RAILS NORTHEAST OF A PUBLIC-ROAD CROSSING, 46 FEET SOUTHEAST OF THE DP0359'TRACK, 63 FEET SOUTHWEST OF A GATE IN THE RIGHT-OF-WAY FENCE, AND AT DP0359'THE FENCE LINE. A STANDARD DISK, STAMPED 3174.314 A 142 1933 AND SET DP0359'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0437 *********************************************************************** DP0360 *********************************************************************** DP0360 DESIGNATION - B 142 DP0360 PID - DP0360 DP0360 STATE/COUNTY- TX/LUBBOCK DP0360 USGS QUAD - LUBBOCK EAST (1977) DP0360 DP0360 HORZ DATUM - NAD 83 DP0360 VERT DATUM - NAVD 88 DP0360 DP0360 POSITION - 33 34 20. (N) 101 47 29. (W) SCALED DP0360 83 minus 27 - +00. +02. NADCON DP0360 DP0360 DP0360 HEIGHT - 970.588 (meters) 3184.34 (feet) ADJUSTED DP0360 88 minus 29 - +0.367 ADJ UNCH DP0360 DY minus 88 - -1.252 COMPUTED DP0360. (NOTE - For assistance in applying shifts see file readme.dat) DP0360 *********************************************************************** DP0360 DP0360 GEOID HEIGHT- -25.30 GEOID93 DP0360 MODELED GRAV- 979,314.3 NAVD88 DP0360 DP0360 DP0360 VERT ORDER - FIRST CLASS 2 DP0360 DP0360 DP0360.The horizontal coordinates were scaled from a topographic map and have DP0360.an estimated accuracy of +/- 6 seconds. DP0360 DP0360.The orthometric height was determined by differential leveling DP0360.and adjusted by the National Geodetic Survey in June 1991. DP0360 DP0360.The dynamic height is computed by dividing the NAVD 88 DP0360.geopotential number by the normal gravity value computed on the DP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0360.degrees latitude (G = 980.6199 gals.). DP0360 DP0360.The geoid height was determined by GEOID93. DP0360 DP0360.The modeled gravity was interpolated from observed gravity values. DP0360 DP0360; North East Estimated Accuracy DP0360;SPC TXNC - 2,216,100. 294,490. (+/- 180 meters Scaled) MT DP0360 DP0360_STATION MARK IS A BENCH MARK DISK DP0360_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0360_THE MARK IS STAMPED: 3183.133 B 142 1933 DP0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0360+STABILITY: SURFACE MOTION DP0360 DP0360 HISTORY - Year Condition Recov. By DP0360 HISTORY - 1933 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0360 HISTORY - 1963 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0360 DP0360 STATION DESCRIPTION DP0360 DP0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DP0360'3.8 MI NE FROM LUBBOCK. DP0360'3.8 MILES NORTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM DP0360'THE STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 94-3/4 RAILS SOUTH OF DP0360'MILEPOST L 356, ABOUT 91 RAILS SOUTH OF A PUBLIC-ROAD CROSSING, AT DP0360'STATION 6311+12 (MILLEAGE 356.58), ABOUT 2 RAILS NORTHEAST OF A DP0360'PRIVATE-ROAD CROSSING, 46 FEET NORTHWEST OF THE TRACK, AND AT THE DP0360'RIGHT-OF-WAY FENCE LINE. A STANDARD DISK, STAMPED 3183.133 B 142 1933 DP0360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE DP0360'GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0436 *********************************************************************** DP0362 *********************************************************************** DP0362 DESIGNATION - D 142 DP0362 PID - DP0362 DP0362 STATE/COUNTY- TX/LUBBOCK DP0362 USGS QUAD - LUBBOCK EAST (1977) DP0362 DP0362 HORZ DATUM - NAD 83 DP0362 VERT DATUM - NAVD 88 DP0362 DP0362 POSITION - 33 34 38. (N) 101 50 30. (W) SCALED DP0362 83 minus 27 - +00. +02. NADCON DP0362 DP0362 DP0362 HEIGHT - 974.985 (meters) 3198.76 (feet) ADJUSTED DP0362 88 minus 29 - +0.369 ADJ UNCH DP0362 DY minus 88 - -1.261 COMPUTED DP0362. (NOTE - For assistance in applying shifts see file readme.dat) DP0362 *********************************************************************** DP0362 DP0362 GEOID HEIGHT- -25.24 GEOID93 DP0362 MODELED GRAV- 979,310.2 NAVD88 DP0362 DP0362 DP0362 VERT ORDER - FIRST CLASS 2 DP0362 DP0362 DP0362.The horizontal coordinates were scaled from a topographic map and have DP0362.an estimated accuracy of +/- 6 seconds. DP0362 DP0362.The orthometric height was determined by differential leveling DP0362.and adjusted by the National Geodetic Survey in June 1991. DP0362 DP0362.The dynamic height is computed by dividing the NAVD 88 DP0362.geopotential number by the normal gravity value computed on the DP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0362.degrees latitude (G = 980.6199 gals.). DP0362 DP0362.The geoid height was determined by GEOID93. DP0362 DP0362.The modeled gravity was interpolated from observed gravity values. DP0362 DP0362; North East Estimated Accuracy DP0362;SPC TXNC - 2,216,800. 289,840. (+/- 180 meters Scaled) MT DP0362 DP0362_STATION MARK IS A BENCH MARK DISK DP0362_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0362_THE MARK IS STAMPED: 3177.461 D 142 1933 DP0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0362+STABILITY: SURFACE MOTION DP0362 DP0362 HISTORY - Year Condition Recov. By DP0362 HISTORY - 1933 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0362 HISTORY - 1945 GOOD NATIONAL GEODETIC SURVEY DP0362 DP0362 STATION DESCRIPTION DP0362 DP0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 DP0362'IN LUBBOCK. DP0362'1.9 MILES SOUTHEAST ALONG THE FORT WORTH AND DENVER CITY RAILWAY FROM DP0362'THE STATION AT LUBBOCK, LUBBOCK COUNTY, AT STATION 6412+30 (MILEAGE DP0362'358.49), ABOUT 8-1/2 RAILS EAST OF A BLOCK SIGNAL, ABOUT 6-1/2 RAILS DP0362'WEST OF THE CROSSING OF THE PANHANDLE AND SANTA FE RAILWAY, ABOUT 3 DP0362'RAILS WEST OF A PUBLIC-ROAD CROSSING, 49 FEET SOUTH OF THE TRACK, AND DP0362'4 FEET EAST OF A CORNER OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, DP0362'STAMPED 3177.461 D 142 1933 AND SET IN THE TOP OF A CONCRETE POST DP0362'PROJECTING ABOUT 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0434 *********************************************************************** DP0392 *********************************************************************** DP0392 DESIGNATION - D 71 DP0392 PID - DP0392 DP0392 STATE/COUNTY- TX/LUBBOCK DP0392 USGS QUAD - LUBBOCK EAST (1977) DP0392 DP0392 HORZ DATUM - NAD 83 DP0392 VERT DATUM - NAVD 88 DP0392 DP0392 POSITION - 33 35 26. (N) 101 50 37. (W) SCALED DP0392 83 minus 27 - +00. +02. NADCON DP0392 DP0392 DP0392 HEIGHT - 974.230 (meters) 3196.29 (feet) ADJUSTED DP0392 88 minus 29 - +0.368 ADJ UNCH DP0392 DY minus 88 - -1.260 COMPUTED DP0392. (NOTE - For assistance in applying shifts see file readme.dat) DP0392 *********************************************************************** DP0392 DP0392 GEOID HEIGHT- -25.26 GEOID93 DP0392 MODELED GRAV- 979,310.0 NAVD88 DP0392 DP0392 DP0392 VERT ORDER - FIRST CLASS 2 DP0392 DP0392 DP0392.The horizontal coordinates were scaled from a topographic map and have DP0392.an estimated accuracy of +/- 6 seconds. DP0392 DP0392.The orthometric height was determined by differential leveling DP0392.and adjusted by the National Geodetic Survey in June 1991. DP0392 DP0392.The dynamic height is computed by dividing the NAVD 88 DP0392.geopotential number by the normal gravity value computed on the DP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0392.degrees latitude (G = 980.6199 gals.). DP0392 DP0392.The geoid height was determined by GEOID93. DP0392 DP0392.The modeled gravity was interpolated from observed gravity values. DP0392 DP0392; North East Estimated Accuracy DP0392;SPC TXNC - 2,218,280. 289,710. (+/- 180 meters Scaled) MT DP0392 DP0392_STATION MARK IS A BENCH MARK DISK DP0392_WITH SETTING: SET IN A MASSIVE STRUCTURE DP0392_THE MARK IS STAMPED: 3195.079 D 71 1930 DP0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0392 DP0392 HISTORY - Year Condition Recov. By DP0392 HISTORY - 1930 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0392 HISTORY - 1945 GOOD NATIONAL GEODETIC SURVEY DP0392 HISTORY - 1966 GOOD NATIONAL GEODETIC SURVEY DP0392 HISTORY - 1982 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0392 DP0392 STATION DESCRIPTION DP0392 DP0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 DP0392'IN LUBBOCK. DP0392'AT LUBBOCK, LUBBOCK COUNTY, AT THE FIRST UNDERPASS NORTH OF THE DP0392'PANHANDLE AND SANTA FE RAILWAY STATION, IN THE NORTH PIER, ON THE WEST DP0392'SIDE OF THE BRIDGE, ABOUT 3 FEET BELOW THE LEVEL OF THE GROUND, AND IN DP0392'A LITTLE TRIANGULAR CORNER. DP0392 DP0392 STATION RECOVERY (1966) DP0392 DP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 DP0392'RECOVERED IN GOOD CONDITION. DP0392 DP0392 STATION RECOVERY (1982) DP0392 DP0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 DP0392'THERE IS A NEW UNDERPASS AT THIS LOCATION AND THE MARK IS PROBABLY DP0392'DESTROYED. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0368 *********************************************************************** DP0395 *********************************************************************** DP0395 DESIGNATION - E 71 DP0395 PID - DP0395 DP0395 STATE/COUNTY- TX/LUBBOCK DP0395 USGS QUAD - LUBBOCK EAST (1977) DP0395 DP0395 HORZ DATUM - NAD 83 DP0395 VERT DATUM - NAVD 88 DP0395 DP0395 POSITION - 33 33 10. (N) 101 48 26. (W) SCALED DP0395 83 minus 27 - +00. +02. NADCON DP0395 DP0395 DP0395 HEIGHT - 966.069 (meters) 3169.51 (feet) ADJUSTED DP0395 88 minus 29 - +0.359 ADJ UNCH DP0395 DY minus 88 - -1.247 COMPUTED DP0395. (NOTE - For assistance in applying shifts see file readme.dat) DP0395 *********************************************************************** DP0395 DP0395 GEOID HEIGHT- -25.25 GEOID93 DP0395 MODELED GRAV- 979,312.9 NAVD88 DP0395 DP0395 DP0395 VERT ORDER - FIRST CLASS 2 DP0395 DP0395 DP0395.The horizontal coordinates were scaled from a topographic map and have DP0395.an estimated accuracy of +/- 6 seconds. DP0395 DP0395.The orthometric height was determined by differential leveling DP0395.and adjusted by the National Geodetic Survey in June 1991. DP0395 DP0395.The dynamic height is computed by dividing the NAVD 88 DP0395.geopotential number by the normal gravity value computed on the DP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0395.degrees latitude (G = 980.6199 gals.). DP0395 DP0395.The geoid height was determined by GEOID93. DP0395 DP0395.The modeled gravity was interpolated from observed gravity values. DP0395 DP0395; North East Estimated Accuracy DP0395;SPC TXNC - 2,213,990. 292,950. (+/- 180 meters Scaled) MT DP0395 DP0395_STATION MARK IS A BENCH MARK DISK DP0395_WITH SETTING: SET IN A MASSIVE STRUCTURE DP0395_THE MARK IS STAMPED: 3168.334 E 71 1930 DP0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0395 DP0395 HISTORY - Year Condition Recov. By DP0395 HISTORY - 1930 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0395 HISTORY - 1934 GOOD NATIONAL GEODETIC SURVEY DP0395 HISTORY - 1982 GOOD NATIONAL GEODETIC SURVEY DP0395 DP0395 STATION DESCRIPTION DP0395 DP0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 DP0395'2.5 MI N FROM BURRIS. DP0395'2-1/2 MILES NORTH ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DP0395'BURRIS, LUBBOCK COUNTY, ABOUT 1/2 MILE SOUTH OF MILEPOST 677, AT DP0395'BRIDGE 677A, IN THE NORTH PIER, AND ON THE WEST SIDE OF THE TRACK. DP0395 DP0395 STATION RECOVERY (1982) DP0395 DP0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 DP0395'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 4.7 KM (2.9 MI) DP0395'SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN DP0395'LUBBOCK, IN TOP OF AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTHWEST DP0395'END OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD TRESTLE, 44.5 DP0395'METERS (146.0 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF DP0395'SOUTHLAND DRIVE AND EAST 46TH STREET, 41.1 METERS (134.8 FT) SOUTHEAST DP0395'OF UTILITY POLE NUMBER 6617 AND 2.1 METERS (6.9 FT) SOUTHWEST OF THE DP0395'NEAR RAIL. DP0395'THE MARK IS 0.6 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0631 *********************************************************************** DP0396 *********************************************************************** DP0396 DESIGNATION - F 71 DP0396 PID - DP0396 DP0396 STATE/COUNTY- TX/LUBBOCK DP0396 USGS QUAD - LUBBOCK EAST (1977) DP0396 DP0396 HORZ DATUM - NAD 83 DP0396 VERT DATUM - NAVD 88 DP0396 DP0396 POSITION - 33 31 54. (N) 101 47 09. (W) SCALED DP0396 83 minus 27 - +00. +02. NADCON DP0396 DP0396 DP0396 HEIGHT - 961.845 (meters) 3155.65 (feet) POSTED DP0396 88 minus 29 - +0.365 ADJ UNCH DP0396 DY minus 88 - -1.245 COMPUTED DP0396. (NOTE - For assistance in applying shifts see file readme.dat) DP0396 *********************************************************************** DP0396 DP0396 GEOID HEIGHT- -25.24 GEOID93 DP0396 MODELED GRAV- 979,314.5 NAVD88 DP0396 DP0396 DP0396 VERT ORDER - * POSTED, Code B , SEE BELOW DP0396 DP0396 DP0396.The horizontal coordinates were scaled from a topographic map and have DP0396.an estimated accuracy of +/- 6 seconds. DP0396 DP0396.The orthometric height was determined by differential leveling DP0396.and adjusted by the National Geodetic Survey in 1992. DP0396.* This is a POSTED BENCH MARK height. Code B indicates a distribution DP0396.rate of 1.1 thru 2.0 mm/km. DP0396 DP0396.The dynamic height is computed by dividing the NAVD 88 DP0396.geopotential number by the normal gravity value computed on the DP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0396.degrees latitude (G = 980.6199 gals.). DP0396 DP0396.The geoid height was determined by GEOID93. DP0396 DP0396.The modeled gravity was interpolated from observed gravity values. DP0396 DP0396; North East Estimated Accuracy DP0396;SPC TXNC - 2,211,590. 294,860. (+/- 180 meters Scaled) MT DP0396 DP0396_STATION MARK IS A BENCH MARK DISK DP0396_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0396_THE MARK IS STAMPED: 3154.456 F 71 1930 DP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0396+STABILITY: SURFACE MOTION DP0396 DP0396 HISTORY - Year Condition Recov. By DP0396 HISTORY - 1930 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0396 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY DP0396 HISTORY - 1982 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0396 DP0396 STATION DESCRIPTION DP0396 DP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DP0396'0.3 MI SE FROM BURRIS. DP0396'0.3 MILES SOUTHEAST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DP0396'BURRIS, LUBBOCK COUNTY, FROM A CROSSROAD, AT A CHANGE IN THE WIDTH OF DP0396'THE RAILROAD RIGHT-OF-WAY, 1 FOOT WEST AND 15 FEET NORTH OF A RAILROAD DP0396'RIGHT-OF-WAY MARKER. A STANDARD DISK, SET IN THE TOP OF A CONCRETE DP0396'POST. DP0396 DP0396 STATION RECOVERY (1982) DP0396 DP0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 DP0396'THERE HAS BEEN GRADING AT THIS LOCATION. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0685 *********************************************************************** DP0397 *********************************************************************** DP0397 DESIGNATION - G 71 DP0397 PID - DP0397 DP0397 STATE/COUNTY- TX/LUBBOCK DP0397 USGS QUAD - LUBBOCK EAST (1977) DP0397 DP0397 HORZ DATUM - NAD 83 DP0397 VERT DATUM - NAVD 88 DP0397 DP0397 POSITION - 33 30 20. (N) 101 45 03. (W) SCALED DP0397 83 minus 27 - +00. +02. NADCON DP0397 DP0397 DP0397 HEIGHT - 958.721 (meters) 3145.40 (feet) POSTED DP0397 88 minus 29 - +0.362 ADJ UNCH DP0397 DY minus 88 - -1.231 COMPUTED DP0397. (NOTE - For assistance in applying shifts see file readme.dat) DP0397 *********************************************************************** DP0397 DP0397 GEOID HEIGHT- -25.25 GEOID93 DP0397 MODELED GRAV- 979,316.8 NAVD88 DP0397 DP0397 DP0397 VERT ORDER - * POSTED, Code B , SEE BELOW DP0397 DP0397 DP0397.The horizontal coordinates were scaled from a topographic map and have DP0397.an estimated accuracy of +/- 6 seconds. DP0397 DP0397.The orthometric height was determined by differential leveling DP0397.and adjusted by the National Geodetic Survey in 1992. DP0397.* This is a POSTED BENCH MARK height. Code B indicates a distribution DP0397.rate of 1.1 thru 2.0 mm/km. DP0397 DP0397.The dynamic height is computed by dividing the NAVD 88 DP0397.geopotential number by the normal gravity value computed on the DP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0397.degrees latitude (G = 980.6199 gals.). DP0397 DP0397.The geoid height was determined by GEOID93. DP0397 DP0397.The modeled gravity was interpolated from observed gravity values. DP0397 DP0397; North East Estimated Accuracy DP0397;SPC TXNC - 2,208,590. 298,020. (+/- 180 meters Scaled) MT DP0397 DP0397_STATION MARK IS A BENCH MARK DISK DP0397_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0397_THE MARK IS STAMPED: 3144.216 G 71 1930 DP0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0397+STABILITY: SURFACE MOTION DP0397 DP0397 HISTORY - Year Condition Recov. By DP0397 HISTORY - 1930 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0397 HISTORY - 1963 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0397 HISTORY - 1982 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0397 DP0397 STATION DESCRIPTION DP0397 DP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DP0397'3.7 MI NW FROM POSEY. DP0397'3.7 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM DP0397'POSEY, LUBBOCK COUNTY, ABOUT 0.1 MILE SOUTHEAST OF MILEPOST 682, 45 DP0397'FEET NORTHEAST OF THE TRACK, 40 FEET NORTH OF A ROAD, 8 FEET NORTH OF DP0397'A POLE, AND SET IN THE TOP OF A CONCRETE POST. DP0397 DP0397 STATION RECOVERY (1982) DP0397 DP0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 DP0397'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0376 *********************************************************************** DP0676 *********************************************************************** DP0676 DESIGNATION - HOTEL LUBBOCK SILVER TANK DP0676 PID - DP0676 DP0676 STATE/COUNTY- TX/LUBBOCK DP0676 USGS QUAD - LUBBOCK EAST (1977) DP0676 DP0676 HORZ DATUM - NAD 83 (1993) DP0676 VERT DATUM - N/A DP0676 DP0676 POSITION - 33 35 05.75487(N) 101 50 53.86018(W) ADJUSTED DP0676 93 minus 83 - -00.00790 +00.00880 ADJUSTED DP0676 83 minus 27 - +00.30177 +01.60738 ADJUSTED DP0676 DP0676 DP0676 HEIGHT - DP0676. (NOTE - For assistance in applying shifts see file readme.dat) DP0676 *********************************************************************** DP0676 DP0676 GEOID HEIGHT- DP0676 DP0676 DP0676 HORZ ORDER - THIRD DP0676 DP0676 DP0676.The horizontal position was established by classical geodetic methods DP0676.and adjusted by the National Geodetic Survey in February 1996. DP0676 DP0676; North East Scale Converg. DP0676;SPC TXNC - 2,217,672.641 289,250.923 0.99991582 -1 49 34.1 MT DP0676;UTM 14 - 3,719,772.122 235,651.180 1.00046160 -1 34 35.4 MT DP0676 DP0676_THE LANDMARK IS A TANK DP0676 DP0676 HISTORY - Year Condition Recov. By DP0676 HISTORY - 1932 FIRST OBSERVED COAST AND GEODETIC SURVEY DP0676 HISTORY - 1955 GOOD COAST AND GEODETIC SURVEY DP0676 DP0676 STATION DESCRIPTION DP0676 DP0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ) DP0676'A SMALL SILVER TANK ON THE NW CORNER OF THE TOP OF HOTEL DP0676'LUBBOCK. HOTEL IS IN ABOUT THE CENTER OF THE DOWN SECTION DP0676'OF LUBBOCK. DP0676' DP0676'FROM THE BEST INFORMATION THAT I CAN GET AT THE HOTEL, THIS DP0676'IS THE SAME TANK THAT WAS THERE IN 1932. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0667 *********************************************************************** DP0427 *********************************************************************** DP0427 DESIGNATION - L 1468 DP0427 PID - DP0427 DP0427 STATE/COUNTY- TX/LUBBOCK DP0427 USGS QUAD - LUBBOCK EAST (1977) DP0427 DP0427 HORZ DATUM - NAD 83 DP0427 VERT DATUM - NAVD 88 DP0427 DP0427 POSITION - 33 30 35. (N) 101 45 29. (W) SCALED DP0427 83 minus 27 - +00. +02. NADCON DP0427 DP0427 DP0427 HEIGHT - 958.449 (meters) 3144.51 (feet) ADJUSTED DP0427 88 minus 29 - +0.363 (+/- 2 cm) VERTCON DP0427 DY minus 88 - -1.234 COMPUTED DP0427. (NOTE - For assistance in applying shifts see file readme.dat) DP0427 *********************************************************************** DP0427 DP0427 GEOID HEIGHT- -25.25 GEOID93 DP0427 MODELED GRAV- 979,316.3 NAVD88 DP0427 DP0427 DP0427 VERT ORDER - FIRST CLASS 2 DP0427 DP0427 DP0427.The horizontal coordinates were scaled from a topographic map and have DP0427.an estimated accuracy of +/- 6 seconds. DP0427 DP0427.The orthometric height was determined by differential leveling DP0427.and adjusted by the National Geodetic Survey in June 1991. DP0427 DP0427.The dynamic height is computed by dividing the NAVD 88 DP0427.geopotential number by the normal gravity value computed on the DP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0427.degrees latitude (G = 980.6199 gals.). DP0427 DP0427.The geoid height was determined by GEOID93. DP0427 DP0427.The modeled gravity was interpolated from observed gravity values. DP0427 DP0427; North East Estimated Accuracy DP0427;SPC TXNC - 2,209,070. 297,360. (+/- 180 meters Scaled) MT DP0427 DP0427_STATION MARK IS A METAL ROD DP0427_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DP0427_THE MARK IS STAMPED: L 1468 1982 DP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0427_ROD/PIPE-DEPTH: 6.1 meters DP0427 DP0427 HISTORY - Year Condition Recov. By DP0427 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0427 DP0427 STATION DESCRIPTION DP0427 DP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0427'11.4 KM (7.05 MI) SE FROM LUBBOCK. DP0427'11.4 KM (7.05 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE DP0427'RAILROAD STATION IN LUBBOCK, 44.8 METERS (147.0 FT) NORTHEAST OF THE DP0427'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 30.5 METERS DP0427'(100.1 FT) NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 11.9 DP0427'METERS (39.0 FT) NORTHEAST OF THE NEAR RAIL AND 1.3 METERS (4.3 FT) DP0427'NORTHWEST OF A UTILITY POLE. NOTE=ACCESS TO THE DATUM POINT IS DP0427'THROUGH A 5-INCH LOGO CAP. DP0427'THE MARK IS 0.3 METERS SE FROM A WITNESS POST. DP0427'THE MARK IS 1.2 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0299 *********************************************************************** DP0363 *********************************************************************** DP0363 DESIGNATION - LUBBOCK DP0363 PID - DP0363 DP0363 STATE/COUNTY- TX/LUBBOCK DP0363 USGS QUAD - LUBBOCK EAST (1977) DP0363 DP0363 HORZ DATUM - NAD 83 DP0363 VERT DATUM - NAVD 88 DP0363 DP0363 POSITION - 33 35 12. (N) 101 50 43. (W) SCALED DP0363 83 minus 27 - +00. +02. NADCON DP0363 DP0363 DP0363 HEIGHT - 974.395 (meters) 3196.83 (feet) ADJUSTED DP0363 88 minus 29 - +0.369 ADJ UNCH DP0363 DY minus 88 - -1.261 COMPUTED DP0363. (NOTE - For assistance in applying shifts see file readme.dat) DP0363 *********************************************************************** DP0363 DP0363 GEOID HEIGHT- -25.25 GEOID93 DP0363 MODELED GRAV- 979,309.9 NAVD88 DP0363 DP0363 DP0363 VERT ORDER - FIRST CLASS 2 DP0363 DP0363 DP0363.The horizontal coordinates were scaled from a topographic map and have DP0363.an estimated accuracy of +/- 6 seconds. DP0363 DP0363.The orthometric height was determined by differential leveling DP0363.and adjusted by the National Geodetic Survey in June 1991. DP0363 DP0363.The dynamic height is computed by dividing the NAVD 88 DP0363.geopotential number by the normal gravity value computed on the DP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0363.degrees latitude (G = 980.6199 gals.). DP0363 DP0363.The geoid height was determined by GEOID93. DP0363 DP0363.The modeled gravity was interpolated from observed gravity values. DP0363 DP0363; North East Estimated Accuracy DP0363;SPC TXNC - 2,217,860. 289,540. (+/- 180 meters Scaled) MT DP0363 DP0363_STATION MARK IS A BENCH MARK DISK DP0363_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0363_THE MARK IS STAMPED: 3195.617 LUBBOCK 1933 DP0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0363+STABILITY: SURFACE MOTION DP0363 DP0363 HISTORY - Year Condition Recov. By DP0363 HISTORY - 1933 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0363 HISTORY - 1963 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0363 DP0363 STATION DESCRIPTION DP0363 DP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 DP0363'IN LUBBOCK. DP0363'AT THE CORNER OF TEXAS AVENUE AND TENTH STREET, AT THE CITY HALL, ON DP0363'THE LAWN, 17 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING, AND 14 DP0363'FEET WEST OF THE EDGE OF THE TEXAS AVENUE SIDEWALK. A STANDARD DISK, DP0363'STAMPED 3195.617 LUBBOCK 1933 AND SET IN THE TOP OF A CONCRETE POST DP0363'PROJCETING ABOUT 3 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0673 *********************************************************************** DP0673 DESIGNATION - LUBBOCK MAGNETIC STATION DP0673 PID - DP0673 DP0673 STATE/COUNTY- TX/LUBBOCK DP0673 USGS QUAD - LUBBOCK EAST (1977) DP0673 DP0673 HORZ DATUM - NAD 83 (1993) DP0673 VERT DATUM - NAVD 88 DP0673 DP0673 POSITION - 33 35 05.56591(N) 101 49 54.14539(W) ADJUSTED DP0673 93 minus 83 - -00.00710 +00.00793 ADJUSTED DP0673 83 minus 27 - +00.30301 +01.60546 ADJUSTED DP0673 DP0673 DP0673 HEIGHT - 973. (meters) 3192. (feet) V_SCALED DP0673 88 minus 29 - +0. (+/- 2 cm) VERTCON DP0673. (NOTE - For assistance in applying shifts see file readme.dat) DP0673 *********************************************************************** DP0673 DP0673 LAPLACE CORR- -2.37 DEFLEC93 DP0673 GEOID HEIGHT- -25.27 GEOID93 DP0673 ELLIP HEIGHT- 947.527 DP0673 X - -1,090,730.334 DP0673 Y - -5,206,635.953 DP0673 Z - 3,508,705.056 DP0673 DP0673 DP0673 HORZ ORDER - SECOND DP0673 ELLP ORDER - FIFTH CLASS 1 DP0673 DP0673 DP0673.The horizontal position was established by classical geodetic methods DP0673.and adjusted by the National Geodetic Survey in February 1996. DP0673 DP0673.The NGVD 29 orthometric height was scaled from a topographic map. DP0673.The NAVD 88 height was computed by applying the VERTCON shift value to DP0673.the NGVD 29 height. DP0673 DP0673.The Laplace correction was computed from DEFLEC93 derived deflections. DP0673 DP0673.The geoid height was determined by GEOID93. DP0673 DP0673.The ellipsoidal height was determined by GPS observations DP0673.and referenced to NAD 83. DP0673 DP0673.The X, Y, and Z were computed from the position and the ellipsoidal ht. DP0673 DP0673; North East Scale Converg. DP0673;SPC TXNC - 2,217,617.878 290,789.671 0.99991581 -1 49 01.5 MT DP0673;UTM 14 - 3,719,724.040 237,190.984 1.00045159 -1 34 02.3 MT DP0673 DP0673: Primary Azimuth Mark Grid Az DP0673:SPC TXNC - MCCAULEY 323 29 32.1 DP0673:UTM 14 - MCCAULEY 323 14 32.9 DP0673 DP0673|---------------------------------------------------------------------| DP0673| Pid Reference Object Distance Geod. AZ | DP0673| dddmmss.s | DP0673| LUBBOCK MAG STATION AZ MK 0874610.4 | DP0673| LUBBOCK MAG STATION RM 1 28.536 METERS 12424 | DP0673| LUBBOCK MAG STATION RM 2 28.753 METERS 23513 | DP0673| DP0678 MCCAULEY APPROX. 7.0 KM 3214030.6 | DP0673|---------------------------------------------------------------------| DP0673 DP0673_STATION MARK IS A TRIANGULATION STATION DISK DP0673_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DP0673+SATELLITE: SATELLITE OBSERVATIONS - 1986 DP0673 DP0673 HISTORY - Year Condition Recov. By DP0673 HISTORY - 1935 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0673 HISTORY - 1938 GOOD TEXAS HIGHWAY DEPARTMENT DP0673 HISTORY - 1948 GOOD LOCAL SURVEYOR DP0673 HISTORY - 1962 GOOD COAST AND GEODETIC SURVEY DP0673 HISTORY - 1975 GOOD NATIONAL GEODETIC SURVEY DP0673 HISTORY - 1978 GOOD DEFENSE MAP AGENCY DP0673 HISTORY - 1982 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0673 HISTORY - 1986 GOOD DP0673 DP0673 STATION DESCRIPTION DP0673 DP0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA) DP0673'STATION FOUND IN GOOD CONDITION. TWO REFERENCE MARKS AND AN DP0673'AZIMUTH MARK WERE SET. STATION IS LOCATED ON PROPERTY OWNED BY DP0673'LUBBOCK COMPANY, KNOWN AS SHANNON PARK ON THE E EDGE OF LUBBOCK. DP0673' DP0673'STATION MARK IS A STANDARD BRONZE DISK SET IN TOP OF CONCRETE DP0673'POST, PROJECTING 7 INCHES, LOCATED 55.5 FEET N OF E-W STONE WALL, DP0673'95 FEET NE OF E GATE POST. NO DATE IS STAMPED ON DISK. DP0673' DP0673'REFERENCE MARKS AND AZIMUTH MARK ARE STANDARD BRONZE DISKS SET DP0673'IN A CONCRETE CYLINDER. DP0673' DP0673'REFERENCE MARK NO. 1 (1935) IS 28.536 METERS (93.62 FEET) SE DP0673'OF STATION IN E-W STONE WALL, 55 FEET N OF CENTER LINE OF U.S. DP0673'HIGHWAY 62. DP0673' DP0673'REFERENCE MARK NO. 2 (1935) IS 28.753 METERS (94.33 FEET) SW DP0673'OF STATION SET AT CORNER POST IN E-W STONE WALL 60 FEET N OF DP0673'CENTER LINE OF HIGHWAY 62. DP0673' DP0673'AZIMUTH MARK (1935) IS 0.6 MILE E OF STATION, 20 FEET W OF DP0673'CENTER LINE OF ROAD LEADING TO MARK. REACHED FROM STATION BY DP0673'GOING 0.6 MILE E ON U.S. HIGHWAY 62 TO T-ROAD ON N SIDE. GO N DP0673'FOR 0.05 MILE TO AZIMUTH AT SIGN MARKED DIP. DP0673' DP0673'STATION IS REACHED FROM THE COURTHOUSE IN LUBBOCK BY GOING E DP0673'ON U.S. HIGHWAY 62 FOR 0.7 MILE, THENCE TURN LEFT (N) INTO DP0673'DRIVEWAY INTO SHANNON PARK AND STATION ON RIGHT. DP0673 DP0673 STATION RECOVERY (1938) DP0673 DP0673'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938 DP0673'DESCRIPTION AS GIVEN BY C.I.A. IN REACHING STATION IS SATISFACTORY. DP0673'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. NO DP0673'ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK. DP0673 DP0673 STATION RECOVERY (1948) DP0673 DP0673'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (REM) DP0673'LETTER OF MR. R.E. MILLER, STATE LAND SURVEYOR, LUBBOCK, TEX., DP0673'DATED 1/26/48-- DP0673' DP0673'R.M.S 1 AND 2 WERE MOVED DUE TO WIDENING OF RIGHT-OF-WAY E OF DP0673'LUBBOCK. DP0673' DP0673'A NEW REFERENCE MARK WAS SET 48.31 FEET CLOSER TO STATION, ON DP0673'LINE WITH OLD R.M. 2 AND STATION MARK, AND IT IS NOW 46.07 FEET DP0673'SW OF STATION. IT IS A BRASS CAP INSIDE OF TOP OF 4-1/2-INCH DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND. DP0673' DP0673'ANOTHER NEW REFERENCE MARK WAS SET 43.55 FEET CLOSER TO STATION, DP0673'ON LINE WITH OLD R.M. 2 AND STATION MARK, AND IT IS NOW 46.07 DP0673'FEET SW OF STATION. IT IS A BRASS CAP INSIDE OF TOP OF 4-1/2-INCH DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND. DP0673' DP0673'ANOTHER NEW REFERENCE MARK WAS SET 43.55 FEET CLOSER TO STATION, DP0673'ON LINE WITH OLD R.M. 1 AND STATION MARK, AND IT IS NOW 50.10 DP0673'FEET SE OF STATION. IT IS A BRASS CAP INSIDE OF TOP OF 3-1/2-INCH DP0673'WELL CASING SET IN CONCRETE 6 INCHES ABOVE GROUND. DP0673' DP0673'NEW REFERENCE MARKS ARE ON N BOUNDARY LINE OF HIGHWAY 82. DP0673' DP0673'STATION MARK IS IN EXCELLENT CONDITION AND DESCRIPTION IS ADEQUATE. DP0673' DP0673'A HOUSE HAS BEEN BUILT ALMOST OVER THE AZIMUTH MARK. A CAGE WAS DP0673'BUILT AROUND THE AZIMUTH MARK AND BY USING A 20-FOOT FLAT IT CAN DP0673'BEE SEEN FROM LUBBOCK MAGNETIC STATION. DP0673' DP0673'BEARING BETWEEN LUBBOCK MAGNETIC STATION AND COMPRESS W.T. DP0673'(S.E. LUBBOCK MUNI. W.T.) IS S 19 DEG 42 MIN W, DISTANT 1936.7 DP0673'FEET. DP0673' DP0673'R.M.S MAG. LUBBOCK NO. 1 1935 AND MAG. LUBBOCK NO. 2 1935 DP0673'RETURNED TO THIS OFFICE 2/12/48. DP0673 DP0673 STATION RECOVERY (1962) DP0673 DP0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JJC) DP0673'REFERENCE MARK NO. 3 WAS RECOVERED. R.M.S 1 AND 2 WERE NOT DP0673'FOUND NOR THE STATION MARK. DP0673' DP0673'STATION PREVIOUSLY RECOVERED 1948, BUT DID NOT HAVE 1948 RECOVERY DP0673'NOTE AND WAS NOT ABLE TO RECOVER STATION FROM R.M. NO. 3, 1948. DP0673 DP0673 STATION RECOVERY (1975) DP0673 DP0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB) DP0673'THE STATION AND REFERENCE MARK NO. 3 WERE FOUND AS DESCRIBED IN DP0673'GOOD CONDITION. DP0673' DP0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON THE EAST DP0673'EDGE OF LUBBOCK DP0673 DP0673 STATION RECOVERY (1978) DP0673 DP0673'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (B) DP0673'LUBBOCK MAGNETIC RECOVERED GOOD. DP0673' DP0673'LUBBOCK MAGNETIC 3 1947 RECOVERED GOOD. DP0673' DP0673'STATION LOCATED AT MACKENZIE PARK IN LUBBOCK, 407 E. BROADWAY, DP0673'ABOUT 0.05 MILE EAST OF FAIR SIGN. 8.1 M. NE OF A 0.8 M ELM, 15M. DP0673'NW OF POWER POLE WITH TRANS., 10.7 M. WEST OF GUIDE POLE FOR POWER DP0673'POLE, STATION IS ABOUT 3 CM. BELOW GROUND LEVEL. DP0673' DP0673'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LUBBOCK. DP0673 DP0673 STATION RECOVERY (1982) DP0673 DP0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK) DP0673'THE STATION, REFERENCE MARK NO 1, NO 2, AND THE AZIMUTH MARK WERE NOT DP0673'RECOVERED. REFERENCE MARK NO 3 WAS RECOVERED IN GOOD CONDITION AS DP0673'DESCRIBED IN 1961. DP0673 DP0673 STATION RECOVERY (1986) DP0673 DP0673'RECOVERED 1986 DP0673'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0675 *********************************************************************** DP0675 DESIGNATION - LUBBOCK MUN HS TIP OF DOME DP0675 PID - DP0675 DP0675 STATE/COUNTY- TX/LUBBOCK DP0675 USGS QUAD - LUBBOCK EAST (1977) DP0675 DP0675 HORZ DATUM - NAD 83 (1993) DP0675 VERT DATUM - N/A DP0675 DP0675 POSITION - 33 34 41.18768(N) 101 51 38.70131(W) ADJUSTED DP0675 93 minus 83 - -00.00816 +00.00890 ADJUSTED DP0675 83 minus 27 - +00.29584 +01.60241 ADJUSTED DP0675 DP0675 DP0675 HEIGHT - DP0675. (NOTE - For assistance in applying shifts see file readme.dat) DP0675 *********************************************************************** DP0675 DP0675 GEOID HEIGHT- DP0675 DP0675 DP0675 HORZ ORDER - THIRD DP0675 DP0675 DP0675.The horizontal position was established by classical geodetic methods DP0675.and adjusted by the National Geodetic Survey in February 1996. DP0675 DP0675; North East Scale Converg. DP0675;SPC TXNC - 2,216,953.098 288,071.103 0.99991472 -1 49 58.6 MT DP0675;UTM 14 - 3,719,047.045 234,473.859 1.00046930 -1 34 59.3 MT DP0675 DP0675_THE LANDMARK IS A DOME DP0675 DP0675 HISTORY - Year Condition Recov. By DP0675 HISTORY - 1932 FIRST OBSERVED COAST AND GEODETIC SURVEY DP0675 HISTORY - 1955 GOOD COAST AND GEODETIC SURVEY DP0675 DP0675 STATION DESCRIPTION DP0675 DP0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ) DP0675'THE SCHOOL IS LOCATED AT THE INTERSECTION OF NINETEENTH AND DP0675'AVENUE U. A LARGE YELLOW-BRICK BUILDING WITH A RED-TILE DP0675'ROOF. DOME IS ABOUT THE CENTER OF THE S SIDE OF THE BUILDING. DP0675'THIS IS THE ONLY HIGH SCHOOL IN LUBBOCK. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0674 *********************************************************************** DP0674 DESIGNATION - LUBBOCK MUNICIPAL STANDPIPE DP0674 PID - DP0674 DP0674 STATE/COUNTY- TX/LUBBOCK DP0674 USGS QUAD - LUBBOCK EAST (1977) DP0674 DP0674 HORZ DATUM - NAD 83 (1993) DP0674 VERT DATUM - N/A DP0674 DP0674 POSITION - 33 34 38.70149(N) 101 51 47.89357(W) ADJUSTED DP0674 93 minus 83 - -00.00896 +00.00890 ADJUSTED DP0674 83 minus 27 - +00.30745 +01.61067 ADJUSTED DP0674 DP0674 DP0674 HEIGHT - DP0674. (NOTE - For assistance in applying shifts see file readme.dat) DP0674 *********************************************************************** DP0674 DP0674 GEOID HEIGHT- DP0674 DP0674 DP0674 HORZ ORDER - THIRD DP0674 DP0674 DP0674.The horizontal position was established by classical geodetic methods DP0674.and adjusted by the National Geodetic Survey in February 1996. DP0674 DP0674; North East Scale Converg. DP0674;SPC TXNC - 2,216,884.129 287,831.737 0.99991461 -1 50 03.6 MT DP0674;UTM 14 - 3,718,976.995 234,234.664 1.00047086 -1 35 04.3 MT DP0674 DP0674_THE LANDMARK IS A STANDPIPE TANK DP0674 DP0674 HISTORY - Year Condition Recov. By DP0674 HISTORY - 1932 FIRST OBSERVED COAST AND GEODETIC SURVEY DP0674 HISTORY - 1962 GOOD COAST AND GEODETIC SURVEY DP0674 HISTORY - 1975 GOOD NATIONAL GEODETIC SURVEY DP0674 DP0674 STATION DESCRIPTION DP0674 DP0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JJC) DP0674'STATION NOT PREVIOUSLY DESCRIBED. DP0674' DP0674'THE STANDPIPE WAS RECOVERED AND VERIFIED TO BE THE ORIGINAL DP0674'STANDPIPE TAKEN IN 1932. DP0674' DP0674'THE STATION IS A STANDPIPE, PAINTED SILVER, APPROXIMATELY DP0674'175 FEET HIGH AND IS LOCATED ABOUT 100 FEET SOUTH OF 19TH DP0674'STREET, AND ABOUT 100 FEET WEST OF V STREET IN THE WEST SECTION DP0674'OF LUBBOCK, TEXAS. DP0674 DP0674 STATION RECOVERY (1975) DP0674 DP0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB) DP0674'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. DP0674' DP0674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SECTION DP0674'OF LUBBOCK 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0364 *********************************************************************** DP0364 DESIGNATION - LUBBOCK RESET 1961 DP0364 PID - DP0364 DP0364 STATE/COUNTY- TX/LUBBOCK DP0364 USGS QUAD - LUBBOCK EAST (1977) DP0364 DP0364 HORZ DATUM - NAD 83 DP0364 VERT DATUM - NAVD 88 DP0364 DP0364 POSITION - 33 35 13. (N) 101 50 45. (W) SCALED DP0364 83 minus 27 - +00. +02. NADCON DP0364 DP0364 DP0364 HEIGHT - 974.349 (meters) 3196.68 (feet) ADJUSTED DP0364 88 minus 29 - +0.38 RESET DP0364 DY minus 88 - -1.261 COMPUTED DP0364. (NOTE - For assistance in applying shifts see file readme.dat) DP0364 *********************************************************************** DP0364 DP0364 GEOID HEIGHT- -25.25 GEOID93 DP0364 MODELED GRAV- 979,309.9 NAVD88 DP0364 DP0364 DP0364 VERT ORDER - FIRST CLASS 2 DP0364 DP0364 DP0364.The horizontal coordinates were scaled from a topographic map and have DP0364.an estimated accuracy of +/- 6 seconds. DP0364 DP0364.The orthometric height was determined by differential leveling DP0364.and adjusted by the National Geodetic Survey in June 1991. DP0364 DP0364.The dynamic height is computed by dividing the NAVD 88 DP0364.geopotential number by the normal gravity value computed on the DP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0364.degrees latitude (G = 980.6199 gals.). DP0364 DP0364.The geoid height was determined by GEOID93. DP0364 DP0364.The modeled gravity was interpolated from observed gravity values. DP0364 DP0364; North East Estimated Accuracy DP0364;SPC TXNC - 2,217,890. 289,490. (+/- 180 meters Scaled) MT DP0364 DP0364_STATION MARK IS A SURVEY DISK DP0364_WITH SETTING: SET IN A LIGHT STRUCTURE DP0364_THE MARK IS STAMPED: LUBBOCK RESET 1961 DP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DP0364 DP0364 HISTORY - Year Condition Recov. By DP0364 HISTORY - 1961 STATION MONUMENTED LOCAL SURVEYOR DP0364 HISTORY - 1962 GOOD NATIONAL GEODETIC SURVEY DP0364 HISTORY - 1982 GOOD NATIONAL GEODETIC SURVEY DP0364 DP0364 STATION DESCRIPTION DP0364 DP0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 DP0364'IN LUBBOCK. DP0364'AT LUBBOCK, LUBBOCK COUNTY, AT THE CORNER OF TEXAS AVENUE AND 9TH DP0364'STREET, BETWEEN CITY HALL AND CHAMBER OF COMMERCE BUILDING FRONTING ON DP0364'TEXAS AVENUE, 4.8 FEET NORTH OF THE CITY HALL, 20.8 FEET NORTHWEST OF DP0364'THE NORTHEAST CORNER OF THE CITY HALL, 27.2 FEET SOUTHWEST OF THE DP0364'SOUTHEAST CORNER OF THE CHAMBER OF COMMERCE BUILDING, AND 35.9 FEET DP0364'WEST OF THE WEST CURB ON TEXAS AVENUE, AND SET FLUSH WITH THE CONCRETE DP0364'SIDEWALK. DP0364 DP0364 STATION RECOVERY (1982) DP0364 DP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 DP0364'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. IN LUBBOCK, AT DP0364'THE INTERSECTION OF 9TH STREET AND TEXAS AVENUE, 8.3 METERS (27.2 FT) DP0364'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CITY URBAN RENEWAL AGENCY DP0364'BUILDING, 6.3 METERS (20.7 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER DP0364'OF THE LUBBOCK MUNICIPAL BUILDING, 1.8 METERS (5.9 FT) SOUTH OF THE DP0364'SOUTHEAST CORNER OF A BRICK WALL, 1.3 METERS (4.3 FT) NORTH OF THE DP0364'NORTH FACE OF THE MUNICIPAL BUILDING AND 1.0 METER (3.3 FT) SOUTHEAST DP0364'OF A SMALL TREE. DP0364'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0693 *********************************************************************** DP0693 CBN CONTROL - This is a Cooperative Base Network Control Station. DP0693 DESIGNATION - LUBBOCK RRP DP0693 PID - DP0693 DP0693 STATE/COUNTY- TX/LUBBOCK DP0693 USGS QUAD - LUBBOCK EAST (1977) DP0693 DP0693 HORZ DATUM - NAD 83 (1993) DP0693 VERT DATUM - NAVD 88 DP0693 DP0693 POSITION - 33 31 27.66286(N) 101 48 14.12040(W) ADJUSTED DP0693 93 minus 83 - -00.00003 -00.00034 ADJUSTED DP0693 83 minus 27 - +00.31073 +01.59126 NADCON DP0693 DP0693 DP0693 HEIGHT - 964.0 (meters) 3163. (feet) GPS OBS DP0693 88 minus 29 - +0.4 (+/- 2 cm) VERTCON DP0693. (NOTE - For assistance in applying shifts see file readme.dat) DP0693 *********************************************************************** DP0693 DP0693 LAPLACE CORR- -2.43 DEFLEC93 DP0693 GEOID HEIGHT- -25.20 GEOID93 DP0693 ELLIP HEIGHT- 939.023 DP0693 X - -1,088,963.074 DP0693 Y - -5,210,790.166 DP0693 Z - 3,503,104.773 DP0693 DP0693 DP0693 HORZ ORDER - A DP0693 ELLP ORDER - FOURTH CLASS 2 DP0693 DP0693 DP0693.This is a Cooperative Base Network Control Station. DP0693.The horizontal coordinates were established by GPS observations DP0693.and adjusted by the National Geodetic Survey in April 1994. DP0693 DP0693.The orthometric height was determined by GPS observations. DP0693 DP0693.The Laplace correction was computed from DEFLEC93 derived deflections. DP0693 DP0693.The geoid height was determined by GEOID93. DP0693 DP0693.The ellipsoidal height was determined by GPS observations DP0693.and referenced to NAD 83. DP0693 DP0693.The X, Y, and Z were computed from the position and the ellipsoidal ht. DP0693 DP0693; North East Scale Converg. DP0693;SPC TXNC - 2,210,826.861 293,156.388 0.99990656 -1 48 07.0 MT DP0693;UTM 14 - 3,712,939.849 239,588.721 1.00043613 -1 32 58.0 MT DP0693 DP0693_STATION MARK IS A TRIANGULATION STATION DISK DP0693_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0693+STABILITY: SURFACE MOTION DP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DP0693+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993 DP0693 DP0693 HISTORY - Year Condition Recov. By DP0693 HISTORY - UNK STATION MONUMENTED DP0693 HISTORY - 1992 GOOD DP0693 HISTORY - 1993 GOOD NATIONAL GEODETIC SURVEY DP0693 DP0693 STATION DESCRIPTION DP0693 DP0693'DESCRIBED 1992 DP0693'RECOVERED IN GOOD CONDITION. DP0693 DP0693 STATION RECOVERY (1993) DP0693 DP0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 DP0693'THE STATION IS LOCATED IN THE SOUTHEAST SIDE OF LUBBOCK, IN THE TEXAS DP0693'DEPARTMENT OF TRANSPORTATION MAINTENANCE YARD, BENEATH A PERMANENT 6 DP0693'METER (19.7 FT) TALL STEEL TOWER. OWNERSHIP--TEXAS DEPARTMENT OF DP0693'TRANSPORTATION, LUBBOCK, TX. CONTACT SAM BULLION, 806-745-4688 OR DP0693'4441, FOR PERMISSION TO USE STATION. DP0693'TO REACH THE STATION FROM THE JUNCTION OF LOOP 289 AND U.S. HIGHWAY 84 DP0693'IN THE SOUTHEAST SIDE OF LUBBOCK, GO SOUTHEAST ON HIGHWAY 84 FOR DP0693'APPROXIMATELY 1.45 KM (0.90 MI) TO THE ENTRANCE TO THE MAINTENANCE DP0693'YARD ON THE RIGHT. TURN RIGHT, SOUTHWEST, THROUGH GATE ON WEST SIDE DP0693'OF MAIN BUILDING AND CONTINUE SOUTH ALONG BUILDING FOR 0.08 KM. TURN DP0693'RIGHT, WEST, ACROSS YARD FOR 0.08 KM (0.05 MI) TO THE STATION BENEATH DP0693'A 6 M (19.7 FT) STEEL TOWER. DP0693'STATION MARK IS AN ALUMINUM DISK SET IN THE TOP OF A 20 CM ROUND DP0693'CONCRETE POST RECESSED 8 CM BELOW GROUND. IT IS 37.2 M (122.0 FT) DP0693'EAST-NORTHEAST OF THE SOUTHEAST LEG OF A RAISED METAL TANK, 30.3 M DP0693'(99.4 FT) NORTH OF AN EAST-WEST CHAIN LINK FENCE, 24.9 M (81.7 FT) DP0693'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE WALL BUNKER, AND 3.0 DP0693'M (9.8 FT) SOUTH OF TWO METAL REFLECTOR POSTS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0677 *********************************************************************** DP0677 DESIGNATION - LUBBOCK W TEX INST ADMIN E CUP DP0677 PID - DP0677 DP0677 STATE/COUNTY- TX/LUBBOCK DP0677 USGS QUAD - LUBBOCK EAST (1977) DP0677 DP0677 HORZ DATUM - NAD 83 (1993) DP0677 VERT DATUM - N/A DP0677 DP0677 POSITION - 33 35 00.16251(N) 101 52 27.15355(W) ADJUSTED DP0677 93 minus 83 - -00.00938 +00.00899 ADJUSTED DP0677 83 minus 27 - +00.33489 +01.60856 ADJUSTED DP0677 DP0677 DP0677 HEIGHT - DP0677. (NOTE - For assistance in applying shifts see file readme.dat) DP0677 *********************************************************************** DP0677 DP0677 GEOID HEIGHT- DP0677 DP0677 DP0677 HORZ ORDER - THIRD DP0677 DP0677 DP0677.The horizontal position was established by classical geodetic methods DP0677.and adjusted by the National Geodetic Survey in February 1996. DP0677 DP0677; North East Scale Converg. DP0677;SPC TXNC - 2,217,577.398 286,841.107 0.99991557 -1 50 25.0 MT DP0677;UTM 14 - 3,719,666.326 233,240.467 1.00047739 -1 35 26.9 MT DP0677 DP0677_THE LANDMARK IS A CUPOLA DP0677 DP0677 HISTORY - Year Condition Recov. By DP0677 HISTORY - 1932 FIRST OBSERVED COAST AND GEODETIC SURVEY DP0677 HISTORY - 1955 GOOD COAST AND GEODETIC SURVEY DP0677 HISTORY - 1975 GOOD NATIONAL GEODETIC SURVEY DP0677 DP0677 STATION DESCRIPTION DP0677 DP0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ) DP0677'AT WEST TEXAS INSTITUTE OF TECHNOLOGY, ON THE W SIDE OF LUBBOCK. DP0677'CUPOLAS ARE ON THE E AND W CORNERS OF THE ADMINISTRATION DP0677'BUILDING. DP0677 DP0677 STATION RECOVERY (1975) DP0677 DP0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB) DP0677'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. DP0677' DP0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SIDE DP0677'OF LUBBOCK 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0426 *********************************************************************** DP0426 DESIGNATION - M 1468 DP0426 PID - DP0426 DP0426 STATE/COUNTY- TX/LUBBOCK DP0426 USGS QUAD - LUBBOCK EAST (1977) DP0426 DP0426 HORZ DATUM - NAD 83 DP0426 VERT DATUM - NAVD 88 DP0426 DP0426 POSITION - 33 31 04. (N) 101 46 25. (W) SCALED DP0426 83 minus 27 - +00. +02. NADCON DP0426 DP0426 DP0426 HEIGHT - 965.255 (meters) 3166.84 (feet) ADJUSTED DP0426 88 minus 29 - +0.363 (+/- 2 cm) VERTCON DP0426 DY minus 88 - -1.244 COMPUTED DP0426. (NOTE - For assistance in applying shifts see file readme.dat) DP0426 *********************************************************************** DP0426 DP0426 GEOID HEIGHT- -25.24 GEOID93 DP0426 MODELED GRAV- 979,315.2 NAVD88 DP0426 DP0426 DP0426 VERT ORDER - FIRST CLASS 2 DP0426 DP0426 DP0426.The horizontal coordinates were scaled from a topographic map and have DP0426.an estimated accuracy of +/- 6 seconds. DP0426 DP0426.The orthometric height was determined by differential leveling DP0426.and adjusted by the National Geodetic Survey in June 1991. DP0426 DP0426.The dynamic height is computed by dividing the NAVD 88 DP0426.geopotential number by the normal gravity value computed on the DP0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0426.degrees latitude (G = 980.6199 gals.). DP0426 DP0426.The geoid height was determined by GEOID93. DP0426 DP0426.The modeled gravity was interpolated from observed gravity values. DP0426 DP0426; North East Estimated Accuracy DP0426;SPC TXNC - 2,210,010. 295,950. (+/- 180 meters Scaled) MT DP0426 DP0426_STATION MARK IS A BENCH MARK DISK DP0426_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0426_THE MARK IS STAMPED: M 1468 1982 DP0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DP0426+STABILITY: POSITION/ELEVATION WELL DP0426 DP0426 HISTORY - Year Condition Recov. By DP0426 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0426 DP0426 STATION DESCRIPTION DP0426 DP0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0426'9.9 KM (6.15 MI) SE FROM LUBBOCK. DP0426'9.6 KM (5.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE DP0426'RAILROAD STATION IN LUBBOCK, THENCE 0.3 KM (0.2 MI) SOUTHEASTERLY DP0426'ALONG U.S. HIGHWAY 84, IN TOP OF AND 0.3 METER (1.0 FT) SOUTH OF THE DP0426'NORTH END OF THE EAST ABUTMENT OF A HIGHWAY BRIDGE AND 4.5 METERS DP0426'(14.8 FT) NORTH OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE DP0426'HIGHWAY. DP0426'THE MARK IS 0.2 M ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0301 *********************************************************************** DP0382 *********************************************************************** DP0382 DESIGNATION - M 905 DP0382 PID - DP0382 DP0382 STATE/COUNTY- TX/LUBBOCK DP0382 USGS QUAD - LUBBOCK EAST (1977) DP0382 DP0382 HORZ DATUM - NAD 83 DP0382 VERT DATUM - NAVD 88 DP0382 DP0382 POSITION - 33 36 13. (N) 101 50 10. (W) SCALED DP0382 83 minus 27 - +00. +02. NADCON DP0382 DP0382 DP0382 HEIGHT - 965.096 (meters) 3166.32 (feet) ADJUSTED DP0382 88 minus 29 - +0.370 ADJ UNCH DP0382 DY minus 88 - -1.248 COMPUTED DP0382. (NOTE - For assistance in applying shifts see file readme.dat) DP0382 *********************************************************************** DP0382 DP0382 GEOID HEIGHT- -25.30 GEOID93 DP0382 MODELED GRAV- 979,310.4 NAVD88 DP0382 DP0382 DP0382 VERT ORDER - FIRST CLASS 2 DP0382 DP0382 DP0382.The horizontal coordinates were scaled from a topographic map and have DP0382.an estimated accuracy of +/- 6 seconds. DP0382 DP0382.The orthometric height was determined by differential leveling DP0382.and adjusted by the National Geodetic Survey in June 1991. DP0382 DP0382.The dynamic height is computed by dividing the NAVD 88 DP0382.geopotential number by the normal gravity value computed on the DP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0382.degrees latitude (G = 980.6199 gals.). DP0382 DP0382.The geoid height was determined by GEOID93. DP0382 DP0382.The modeled gravity was interpolated from observed gravity values. DP0382 DP0382; North East Estimated Accuracy DP0382;SPC TXNC - 2,219,710. 290,450. (+/- 180 meters Scaled) MT DP0382 DP0382_STATION MARK IS A BENCH MARK DISK DP0382_WITH SETTING: SET IN A LIGHT STRUCTURE DP0382_THE MARK IS STAMPED: M 905 1945 DP0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DP0382 DP0382 HISTORY - Year Condition Recov. By DP0382 HISTORY - 1945 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0382 DP0382 STATION DESCRIPTION DP0382 DP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 DP0382'1.4 MI N FROM LUBBOCK. DP0382'1.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE COURTHOUSE AT LUBBOCK, DP0382'LUBBOCK COUNTY, 0.2 MILE SOUTH OF AN UNDERPASS, AT AN 8- BY 20-FOOT DP0382'CONCRETE CULVERT, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL, 18 DP0382'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER DP0382'THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0678 *********************************************************************** . DP0367 *********************************************************************** DP0367 DESIGNATION - MP 1 DP0367 PID - DP0367 DP0367 STATE/COUNTY- TX/LUBBOCK DP0367 USGS QUAD - LUBBOCK EAST (1977) DP0367 DP0367 HORZ DATUM - NAD 83 DP0367 VERT DATUM - NAVD 88 DP0367 DP0367 POSITION - 33 35 50. (N) 101 52 07. (W) SCALED DP0367 83 minus 27 - +00. +02. NADCON DP0367 DP0367 DP0367 HEIGHT - 979.507 (meters) 3213.60 (feet) ADJUSTED DP0367 88 minus 29 - +0.370 ADJ UNCH DP0367 DY minus 88 - -1.268 COMPUTED DP0367. (NOTE - For assistance in applying shifts see file readme.dat) DP0367 *********************************************************************** DP0367 DP0367 GEOID HEIGHT- -25.23 GEOID93 DP0367 MODELED GRAV- 979,308.1 NAVD88 DP0367 DP0367 DP0367 VERT ORDER - FIRST CLASS 2 DP0367 DP0367 DP0367.The horizontal coordinates were scaled from a topographic map and have DP0367.an estimated accuracy of +/- 6 seconds. DP0367 DP0367.The orthometric height was determined by differential leveling DP0367.and adjusted by the National Geodetic Survey in June 1991. DP0367 DP0367.The dynamic height is computed by dividing the NAVD 88 DP0367.geopotential number by the normal gravity value computed on the DP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0367.degrees latitude (G = 980.6199 gals.). DP0367 DP0367.The geoid height was determined by GEOID93. DP0367 DP0367.The modeled gravity was interpolated from observed gravity values. DP0367 DP0367; North East Estimated Accuracy DP0367;SPC TXNC - 2,219,100. 287,410. (+/- 180 meters Scaled) MT DP0367 DP0367_STATION MARK IS A BOLT DP0367_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0367+STABILITY: SURFACE MOTION DP0367 DP0367 HISTORY - Year Condition Recov. By DP0367 HISTORY - UNK STATION MONUMENTED SANTA FE RAILROAD DP0367 HISTORY - 1956 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0367 DP0367 STATION DESCRIPTION DP0367 DP0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 DP0367'2.1 MI SW FROM LUBBOCK. DP0367'2.1 MILES SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE DP0367'STATION AT LUBBOCK, LUBBOCK COUNTY, ABOUT 85 YARDS SOUTHWEST OF A SIGN DP0367'W, ABOUT 35 YARDS SOUTHEAST OF MILEPOST 1, ABOUT 150 YARDS NORTHEAST DP0367'OF A ROAD CROSSING, AND ABOUT 50 FEET SOUTHEAST OF THE TRACK. A TRACK DP0367'BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES DP0367'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DQ0018 *********************************************************************** DQ0018 DESIGNATION - MP 12 DQ0018 PID - DQ0018 DQ0018 STATE/COUNTY- TX/LUBBOCK DQ0018 USGS QUAD - WOLFFORTH (1985) DQ0018 DQ0018 HORZ DATUM - NAD 83 DQ0018 VERT DATUM - NAVD 88 DQ0018 DQ0018 POSITION - 33 30 07. (N) 102 01 24. (W) SCALED DQ0018 83 minus 27 - +00. +02. NADCON DQ0018 DQ0018 DQ0018 HEIGHT - 1013.485 (meters) 3325.08 (feet) ADJUSTED DQ0018 88 minus 29 - +0.369 ADJ UNCH DQ0018 DY minus 88 - -1.316 COMPUTED DQ0018. (NOTE - For assistance in applying shifts see file readme.dat) DQ0018 *********************************************************************** DQ0018 DQ0018 GEOID HEIGHT- -24.77 GEOID93 DQ0018 MODELED GRAV- 979,303.3 NAVD88 DQ0018 DQ0018 DQ0018 VERT ORDER - FIRST CLASS 2 DQ0018 DQ0018 DQ0018.The horizontal coordinates were scaled from a topographic map and have DQ0018.an estimated accuracy of +/- 6 seconds. DQ0018 DQ0018.The orthometric height was determined by differential leveling DQ0018.and adjusted by the National Geodetic Survey in June 1991. DQ0018 DQ0018.The dynamic height is computed by dividing the NAVD 88 DQ0018.geopotential number by the normal gravity value computed on the DQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DQ0018.degrees latitude (G = 980.6199 gals.). DQ0018 DQ0018.The geoid height was determined by GEOID93. DQ0018 DQ0018.The modeled gravity was interpolated from observed gravity values. DQ0018 DQ0018; North East Estimated Accuracy DQ0018;SPC TXNC - 2,209,010. 272,700. (+/- 180 meters Scaled) MT DQ0018 DQ0018_STATION MARK IS A SURVEY DISK DQ0018_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DQ0018+STABILITY: SURFACE MOTION DQ0018 DQ0018 HISTORY - Year Condition Recov. By DQ0018 HISTORY - UNK STATION MONUMENTED SANTA FE RAILROAD DQ0018 HISTORY - 1956 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DQ0018 DQ0018 STATION DESCRIPTION DQ0018 DQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 DQ0018'0.8 MI SW FROM WOLFFORTH. DQ0018'0.8 MILE SOUTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY FROM THE DQ0018'STATION AT WOLFFORTH, LUBBOCK COUNTY, ABOUT 36 YARDS EAST OF MILEPOST DQ0018'12, ABOUT 39 RAILS NORTHEAST OF A PUBLIC-ROAD CROSSING, ABOUT 15 YARDS DQ0018'EAST OF A SIGN S, AND 49 FEET SOUTHEAST OF THE TRACK. A TRACK BOLT, DQ0018'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE DQ0018'GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DQ0052 *********************************************************************** DP0425 *********************************************************************** DP0425 DESIGNATION - N 1468 DP0425 PID - DP0425 DP0425 STATE/COUNTY- TX/LUBBOCK DP0425 USGS QUAD - LUBBOCK EAST (1977) DP0425 DP0425 HORZ DATUM - NAD 83 DP0425 VERT DATUM - NAVD 88 DP0425 DP0425 POSITION - 33 31 46. (N) 101 47 04. (W) SCALED DP0425 83 minus 27 - +00. +02. NADCON DP0425 DP0425 DP0425 HEIGHT - 960.492 (meters) 3151.21 (feet) ADJUSTED DP0425 88 minus 29 - +0.363 (+/- 2 cm) VERTCON DP0425 DY minus 88 - -1.239 COMPUTED DP0425. (NOTE - For assistance in applying shifts see file readme.dat) DP0425 *********************************************************************** DP0425 DP0425 GEOID HEIGHT- -25.24 GEOID93 DP0425 MODELED GRAV- 979,314.6 NAVD88 DP0425 DP0425 DP0425 VERT ORDER - FIRST CLASS 2 DP0425 DP0425 DP0425.The horizontal coordinates were scaled from a topographic map and have DP0425.an estimated accuracy of +/- 6 seconds. DP0425 DP0425.The orthometric height was determined by differential leveling DP0425.and adjusted by the National Geodetic Survey in June 1991. DP0425 DP0425.The dynamic height is computed by dividing the NAVD 88 DP0425.geopotential number by the normal gravity value computed on the DP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0425.degrees latitude (G = 980.6199 gals.). DP0425 DP0425.The geoid height was determined by GEOID93. DP0425 DP0425.The modeled gravity was interpolated from observed gravity values. DP0425 DP0425; North East Estimated Accuracy DP0425;SPC TXNC - 2,211,340. 294,980. (+/- 180 meters Scaled) MT DP0425 DP0425_STATION MARK IS A METAL ROD DP0425_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DP0425_THE MARK IS STAMPED: N 1468 1982 DP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0425_ROD/PIPE-DEPTH: 6.1 meters DP0425 DP0425 HISTORY - Year Condition Recov. By DP0425 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0425 DP0425 STATION DESCRIPTION DP0425 DP0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0425'8.1 KM (5.05 MI) SE FROM LUBBOCK. DP0425'8.1 KM (5.05 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE DP0425'RAILROAD STATION IN LUBBOCK, 14.0 METERS (45.9 FT) SOUTHWEST OF THE DP0425'NEAR RAIL, 2.9 METERS (9.5 FT) SOUTHEAST OF THE CENTER 1 OF 3 UTILITY DP0425'POLES (NUMBER 37) AND 2.3 METERS (7.5 FT) NORTHWEST OF THE MOST DP0425'SOUTHEASTERLY 1 OF 3 UTILITY POLES. NOTE=ACCESS TO THE DATUM POINT IS DP0425'THROUGH A 5-INCH LOGO CAP. DP0425'THE MARK IS 0.3 METERS SE FROM A WITNESS POST. DP0425'THE MARK IS 2.0 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0424 *********************************************************************** DP0424 DESIGNATION - P 1468 DP0424 PID - DP0424 DP0424 STATE/COUNTY- TX/LUBBOCK DP0424 USGS QUAD - LUBBOCK EAST (1977) DP0424 DP0424 HORZ DATUM - NAD 83 DP0424 VERT DATUM - NAVD 88 DP0424 DP0424 POSITION - 33 32 11. (N) 101 47 29. (W) SCALED DP0424 83 minus 27 - +00. +02. NADCON DP0424 DP0424 DP0424 HEIGHT - 963.097 (meters) 3159.76 (feet) ADJUSTED DP0424 88 minus 29 - +0.363 (+/- 2 cm) VERTCON DP0424 DY minus 88 - -1.243 COMPUTED DP0424. (NOTE - For assistance in applying shifts see file readme.dat) DP0424 *********************************************************************** DP0424 DP0424 GEOID HEIGHT- -25.24 GEOID93 DP0424 MODELED GRAV- 979,314.1 NAVD88 DP0424 DP0424 DP0424 VERT ORDER - FIRST CLASS 2 DP0424 DP0424 DP0424.The horizontal coordinates were scaled from a topographic map and have DP0424.an estimated accuracy of +/- 6 seconds. DP0424 DP0424.The orthometric height was determined by differential leveling DP0424.and adjusted by the National Geodetic Survey in June 1991. DP0424 DP0424.The dynamic height is computed by dividing the NAVD 88 DP0424.geopotential number by the normal gravity value computed on the DP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0424.degrees latitude (G = 980.6199 gals.). DP0424 DP0424.The geoid height was determined by GEOID93. DP0424 DP0424.The modeled gravity was interpolated from observed gravity values. DP0424 DP0424; North East Estimated Accuracy DP0424;SPC TXNC - 2,212,130. 294,360. (+/- 180 meters Scaled) MT DP0424 DP0424_STATION MARK IS A BENCH MARK DISK DP0424_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0424_THE MARK IS STAMPED: P 1468 1982 DP0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0424 DP0424 HISTORY - Year Condition Recov. By DP0424 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0424 DP0424 STATION DESCRIPTION DP0424 DP0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0424'7.1 KM (4.4 MI) SE FROM LUBBOCK. DP0424'7.1 KM (4.4 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE DP0424'RAILROAD STATION IN LUBBOCK, SET VERTICALLY IN THE NORTHEAST FACE OF DP0424'THE MOST NORTHWESTERLY 1 OF 4 PIERS OF THE NORTHEAST BOUND OVERPASS OF DP0424'LOOP 289, 13.1 METERS (43.0 FT) NORTHEAST OF THE CENTERLINE OF THE DP0424'NORTHWEST BOUND LANES OF SPUR 331 AND 3.7 METERS (12.1 FT) SOUTHWEST DP0424'OF THE NEAR RAIL. DP0424'THE MARK IS 1.2 M ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0383 *********************************************************************** DP0423 *********************************************************************** DP0423 DESIGNATION - Q 1468 DP0423 PID - DP0423 DP0423 STATE/COUNTY- TX/LUBBOCK DP0423 USGS QUAD - LUBBOCK EAST (1977) DP0423 DP0423 HORZ DATUM - NAD 83 DP0423 VERT DATUM - NAVD 88 DP0423 DP0423 POSITION - 33 32 41. (N) 101 47 58. (W) SCALED DP0423 83 minus 27 - +00. +02. NADCON DP0423 DP0423 DP0423 HEIGHT - 962.869 (meters) 3159.01 (feet) ADJUSTED DP0423 88 minus 29 - +0.363 (+/- 2 cm) VERTCON DP0423 DY minus 88 - -1.243 COMPUTED DP0423. (NOTE - For assistance in applying shifts see file readme.dat) DP0423 *********************************************************************** DP0423 DP0423 GEOID HEIGHT- -25.24 GEOID93 DP0423 MODELED GRAV- 979,313.5 NAVD88 DP0423 DP0423 DP0423 VERT ORDER - FIRST CLASS 2 DP0423 DP0423 DP0423.The horizontal coordinates were scaled from a topographic map and have DP0423.an estimated accuracy of +/- 6 seconds. DP0423 DP0423.The orthometric height was determined by differential leveling DP0423.and adjusted by the National Geodetic Survey in June 1991. DP0423 DP0423.The dynamic height is computed by dividing the NAVD 88 DP0423.geopotential number by the normal gravity value computed on the DP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0423.degrees latitude (G = 980.6199 gals.). DP0423 DP0423.The geoid height was determined by GEOID93. DP0423 DP0423.The modeled gravity was interpolated from observed gravity values. DP0423 DP0423; North East Estimated Accuracy DP0423;SPC TXNC - 2,213,070. 293,640. (+/- 180 meters Scaled) MT DP0423 DP0423_STATION MARK IS A METAL ROD DP0423_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DP0423_THE MARK IS STAMPED: Q 1468 1982 DP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0423_ROD/PIPE-DEPTH: 5.5 meters DP0423 DP0423 HISTORY - Year Condition Recov. By DP0423 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0423 DP0423 STATION DESCRIPTION DP0423 DP0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0423'5.9 KM (3.65 MI) SE FROM LUBBOCK. DP0423'5.9 KM (3.65 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE DP0423'RAILROAD STATION IN LUBBOCK, 0.6 KM (0.35 MI) SOUTHEAST OF THE DP0423'JUNCTION OF FARM ROAD 835 (50TH STREET), 14.9 METERS (48.9 FT) DP0423'SOUTHWEST OF THE NEAR RAIL, 11.8 METERS (38.7 FT) NORTHEAST OF THE DP0423'CENTERLINE OF SPUR 331 AND 0.8 METER (2.6 FT) SOUTHEAST OF A UTILITY DP0423'POLE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. DP0423'THE MARK IS 0.3 METERS NW FROM A WITNESS POST. DP0423'THE MARK IS 0.6 M BELOW THE ROAD. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0695 *********************************************************************** DP0422 *********************************************************************** DP0422 DESIGNATION - R 1468 DP0422 PID - DP0422 DP0422 STATE/COUNTY- TX/LUBBOCK DP0422 USGS QUAD - LUBBOCK EAST (1977) DP0422 DP0422 HORZ DATUM - NAD 83 DP0422 VERT DATUM - NAVD 88 DP0422 DP0422 POSITION - 33 33 49. (N) 101 49 05. (W) SCALED DP0422 83 minus 27 - +00. +02. NADCON DP0422 DP0422 DP0422 HEIGHT - 969.132 (meters) 3179.56 (feet) ADJUSTED DP0422 88 minus 29 - +0.365 (+/- 2 cm) VERTCON DP0422 DY minus 88 - -1.252 COMPUTED DP0422. (NOTE - For assistance in applying shifts see file readme.dat) DP0422 *********************************************************************** DP0422 DP0422 GEOID HEIGHT- -25.25 GEOID93 DP0422 MODELED GRAV- 979,312.1 NAVD88 DP0422 DP0422 DP0422 VERT ORDER - FIRST CLASS 2 DP0422 DP0422 DP0422.The horizontal coordinates were scaled from a topographic map and have DP0422.an estimated accuracy of +/- 6 seconds. DP0422 DP0422.The orthometric height was determined by differential leveling DP0422.and adjusted by the National Geodetic Survey in June 1991. DP0422 DP0422.The dynamic height is computed by dividing the NAVD 88 DP0422.geopotential number by the normal gravity value computed on the DP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0422.degrees latitude (G = 980.6199 gals.). DP0422 DP0422.The geoid height was determined by GEOID93. DP0422 DP0422.The modeled gravity was interpolated from observed gravity values. DP0422 DP0422; North East Estimated Accuracy DP0422;SPC TXNC - 2,215,220. 291,980. (+/- 180 meters Scaled) MT DP0422 DP0422_STATION MARK IS A METAL ROD DP0422_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DP0422_THE MARK IS STAMPED: R 1468 1982 DP0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0422_ROD/PIPE-DEPTH: 7.3 meters DP0422 DP0422 HISTORY - Year Condition Recov. By DP0422 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0422 DP0422 STATION DESCRIPTION DP0422 DP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0422'IN LUBBOCK. DP0422'IN LUBBOCK, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND 34TH DP0422'STREET, 35.4 METERS (116.1 FT) NORTH OF THE CENTERLINE OF THE STREET, DP0422'29.0 METERS (95.1 FT) SOUTHWEST OF THE NEAR RAIL, 1.2 METERS (3.9 FT) DP0422'EAST-SOUTHEAST OF A UTILITY POLE WITH 12 GUY WIRES AND 0.7 METER (2.3 DP0422'FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 3310 WITH A BRACE. DP0422'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. DP0422'THE MARK IS 0.3 METERS NW FROM A WITNESS POST. DP0422'THE MARK IS 1.5 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0421 *********************************************************************** DP0421 DESIGNATION - S 1468 DP0421 PID - DP0421 DP0421 STATE/COUNTY- TX/LUBBOCK DP0421 USGS QUAD - LUBBOCK EAST (1977) DP0421 DP0421 HORZ DATUM - NAD 83 DP0421 VERT DATUM - NAVD 88 DP0421 DP0421 POSITION - 33 34 18. (N) 101 49 33. (W) SCALED DP0421 83 minus 27 - +00. +02. NADCON DP0421 DP0421 DP0421 HEIGHT - 971.564 (meters) 3187.54 (feet) ADJUSTED DP0421 88 minus 29 - +0.366 (+/- 2 cm) VERTCON DP0421 DY minus 88 - -1.256 COMPUTED DP0421. (NOTE - For assistance in applying shifts see file readme.dat) DP0421 *********************************************************************** DP0421 DP0421 GEOID HEIGHT- -25.25 GEOID93 DP0421 MODELED GRAV- 979,311.5 NAVD88 DP0421 DP0421 DP0421 VERT ORDER - FIRST CLASS 2 DP0421 DP0421 DP0421.The horizontal coordinates were scaled from a topographic map and have DP0421.an estimated accuracy of +/- 6 seconds. DP0421 DP0421.The orthometric height was determined by differential leveling DP0421.and adjusted by the National Geodetic Survey in June 1991. DP0421 DP0421.The dynamic height is computed by dividing the NAVD 88 DP0421.geopotential number by the normal gravity value computed on the DP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0421.degrees latitude (G = 980.6199 gals.). DP0421 DP0421.The geoid height was determined by GEOID93. DP0421 DP0421.The modeled gravity was interpolated from observed gravity values. DP0421 DP0421; North East Estimated Accuracy DP0421;SPC TXNC - 2,216,140. 291,290. (+/- 180 meters Scaled) MT DP0421 DP0421_STATION MARK IS A BENCH MARK DISK DP0421_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0421_THE MARK IS STAMPED: S 1468 1982 DP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0421 DP0421 HISTORY - Year Condition Recov. By DP0421 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0421 DP0421 STATION DESCRIPTION DP0421 DP0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0421'IN LUBBOCK. DP0421'IN LUBBOCK, AT THE JUNCTION OF 26TH STREET AND THE SANTA FE RAILROAD, DP0421'SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST SOUTHEASTERLY 1 OF 2 DP0421'PIERS OF THE 26TH STREET OVERPASS OF THE RAILROAD, 21.9 METERS (71.9 DP0421'FT) SOUTHWEST OF THE NEAR RAIL, 10.3 METERS (33.8 FT) NORTHEAST OF THE DP0421'CENTER OF SOUTHEAST DRIVE AND 0.6 METER (2.0 FT) SOUTHWEST OF A FENCE. DP0421'THE MARK IS 1.1 M ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0654 *********************************************************************** DP0672 *********************************************************************** DP0672 DESIGNATION - SOUTHEAST LUBBOCK MUNICIPAL TK DP0672 PID - DP0672 DP0672 STATE/COUNTY- TX/LUBBOCK DP0672 USGS QUAD - LUBBOCK EAST (1977) DP0672 DP0672 HORZ DATUM - NAD 83 (1993) DP0672 VERT DATUM - N/A DP0672 DP0672 POSITION - 33 34 47.52633(N) 101 50 01.86047(W) ADJUSTED DP0672 93 minus 83 - -00.00778 +00.00888 ADJUSTED DP0672 83 minus 27 - +00.30411 +01.60559 ADJUSTED DP0672 DP0672 DP0672 HEIGHT - DP0672. (NOTE - For assistance in applying shifts see file readme.dat) DP0672 *********************************************************************** DP0672 DP0672 GEOID HEIGHT- DP0672 DP0672 DP0672 HORZ ORDER - THIRD DP0672 DP0672 DP0672.The horizontal position was established by classical geodetic methods DP0672.and adjusted by the National Geodetic Survey in February 1996. DP0672 DP0672; North East Scale Converg. DP0672;SPC TXNC - 2,217,068.721 290,573.209 0.99991501 -1 49 05.7 MT DP0672;UTM 14 - 3,719,173.649 236,976.804 1.00045298 -1 34 05.9 MT DP0672 DP0672_THE LANDMARK IS A TANK DP0672 DP0672 HISTORY - Year Condition Recov. By DP0672 HISTORY - 1932 FIRST OBSERVED COAST AND GEODETIC SURVEY DP0672 HISTORY - 1975 GOOD NATIONAL GEODETIC SURVEY DP0672 DP0672 STATION DESCRIPTION DP0672 DP0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (ARB) DP0672'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. DP0672' DP0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--EAST SECTION DP0672'OF LUBBOCK 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0348 *********************************************************************** DP0420 *********************************************************************** DP0420 DESIGNATION - T 1468 DP0420 PID - DP0420 DP0420 STATE/COUNTY- TX/LUBBOCK DP0420 USGS QUAD - LUBBOCK EAST (1977) DP0420 DP0420 HORZ DATUM - NAD 83 DP0420 VERT DATUM - NAVD 88 DP0420 DP0420 POSITION - 33 34 40. (N) 101 49 55. (W) SCALED DP0420 83 minus 27 - +00. +02. NADCON DP0420 DP0420 DP0420 HEIGHT - 971.616 (meters) 3187.71 (feet) ADJUSTED DP0420 88 minus 29 - +0.367 (+/- 2 cm) VERTCON DP0420 DY minus 88 - -1.256 COMPUTED DP0420. (NOTE - For assistance in applying shifts see file readme.dat) DP0420 *********************************************************************** DP0420 DP0420 GEOID HEIGHT- -25.25 GEOID93 DP0420 MODELED GRAV- 979,311.0 NAVD88 DP0420 DP0420 DP0420 VERT ORDER - FIRST CLASS 2 DP0420 DP0420 DP0420.The horizontal coordinates were scaled from a topographic map and have DP0420.an estimated accuracy of +/- 6 seconds. DP0420 DP0420.The orthometric height was determined by differential leveling DP0420.and adjusted by the National Geodetic Survey in June 1991. DP0420 DP0420.The dynamic height is computed by dividing the NAVD 88 DP0420.geopotential number by the normal gravity value computed on the DP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0420.degrees latitude (G = 980.6199 gals.). DP0420 DP0420.The geoid height was determined by GEOID93. DP0420 DP0420.The modeled gravity was interpolated from observed gravity values. DP0420 DP0420; North East Estimated Accuracy DP0420;SPC TXNC - 2,216,830. 290,740. (+/- 180 meters Scaled) MT DP0420 DP0420_STATION MARK IS A BENCH MARK DISK DP0420_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0420_THE MARK IS STAMPED: T 1468 1982 DP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0420 DP0420 HISTORY - Year Condition Recov. By DP0420 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0420 DP0420 STATION DESCRIPTION DP0420 DP0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0420'IN LUBBOCK. DP0420'IN LUBBOCK, AT THE JUNCTION OF 19TH STREET AND THE SANTA FE RAILROAD, DP0420'IN TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE 19TH DP0420'STREET UNDERPASS OF THE RAILROAD AND 2.5 METERS (8.2 FT) WEST OF THE DP0420'NEAR RAIL. DP0420'THE MARK IS 0.9 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0365 *********************************************************************** DP0365 DESIGNATION - TTC 1 DP0365 PID - DP0365 DP0365 STATE/COUNTY- TX/LUBBOCK DP0365 USGS QUAD - LUBBOCK EAST (1977) DP0365 DP0365 HORZ DATUM - NAD 83 DP0365 VERT DATUM - NAVD 88 DP0365 DP0365 POSITION - 33 35 11. (N) 101 52 22. (W) SCALED DP0365 83 minus 27 - +00. +02. NADCON DP0365 DP0365 DP0365 HEIGHT - 980.423 (meters) 3216.60 (feet) ADJUSTED DP0365 88 minus 29 - +0.371 ADJ UNCH DP0365 DY minus 88 - -1.270 COMPUTED DP0365. (NOTE - For assistance in applying shifts see file readme.dat) DP0365 *********************************************************************** DP0365 DP0365 GEOID HEIGHT- -25.20 GEOID93 DP0365 MODELED GRAV- 979,308.0 NAVD88 DP0365 DP0365 DP0365 VERT ORDER - FIRST CLASS 2 DP0365 DP0365 DP0365.The horizontal coordinates were scaled from a topographic map and have DP0365.an estimated accuracy of +/- 6 seconds. DP0365 DP0365.The orthometric height was determined by differential leveling DP0365.and adjusted by the National Geodetic Survey in June 1991. DP0365 DP0365.The dynamic height is computed by dividing the NAVD 88 DP0365.geopotential number by the normal gravity value computed on the DP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0365.degrees latitude (G = 980.6199 gals.). DP0365 DP0365.The geoid height was determined by GEOID93. DP0365 DP0365.The modeled gravity was interpolated from observed gravity values. DP0365 DP0365; North East Estimated Accuracy DP0365;SPC TXNC - 2,217,910. 286,990. (+/- 180 meters Scaled) MT DP0365 DP0365_STATION MARK IS A BENCH MARK DISK DP0365_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0365_THE MARK IS STAMPED: 3215.387 T.T.C. 1 1933 DP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0365+STABILITY: SURFACE MOTION DP0365 DP0365 HISTORY - Year Condition Recov. By DP0365 HISTORY - 1933 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0365 HISTORY - 1944 GOOD NATIONAL GEODETIC SURVEY DP0365 DP0365 STATION DESCRIPTION DP0365 DP0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 DP0365'IN LUBBOCK. DP0365'1.9 MILES WEST ALONG BROADWAY (U.S.HIGHWAY 62) FROM THE CITY HALL AT DP0365'LUBBOCK, LUBBOCK COUNTY, ON THE CAMPUS OF THE TEXAS TECHNOLOGICAL DP0365'COLLEGE, 26 FEET EAST OF THE SOUTHEAST CORNER OF THE ENGINEERING DP0365'BUILDING, AND 64 FEET WEST OF A SIDEWALK. A STANDARD DISK, STAMPED DP0365'3215.387 T.T.C. 1 1933 AND SET IN THE TOP OF A CONCRETE POST DP0365'PROJECTING ABOUT 4 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0366 *********************************************************************** DP0366 DESIGNATION - TTC 2 DP0366 PID - DP0366 DP0366 STATE/COUNTY- TX/LUBBOCK DP0366 USGS QUAD - LUBBOCK EAST (1977) DP0366 DP0366 HORZ DATUM - NAD 83 (1993) DP0366 VERT DATUM - NAVD 88 DP0366 DP0366 POSITION - 33 34 46.03711(N) 101 52 23.11044(W) ADJUSTED DP0366 93 minus 83 - -00.00845 +00.00843 ADJUSTED DP0366 83 minus 27 - +00.29756 +01.59701 ADJUSTED DP0366 DP0366 DP0366 HEIGHT - 979.904 (meters) 3214.90 (feet) ADJUSTED DP0366 88 minus 29 - +0.371 ADJ UNCH DP0366 DY minus 88 - -1.270 COMPUTED DP0366. (NOTE - For assistance in applying shifts see file readme.dat) DP0366 *********************************************************************** DP0366 DP0366 LAPLACE CORR- -2.53 DEFLEC93 DP0366 GEOID HEIGHT- -25.19 GEOID93 DP0366 MODELED GRAV- 979,308.0 NAVD88 DP0366 DP0366 DP0366 HORZ ORDER - FIRST DP0366 VERT ORDER - FIRST CLASS 2 DP0366 DP0366 DP0366.The horizontal position was established by classical geodetic methods DP0366.and adjusted by the National Geodetic Survey in February 1996. DP0366 DP0366.The orthometric height was determined by differential leveling DP0366.and adjusted by the National Geodetic Survey in June 1991. DP0366 DP0366.The dynamic height is computed by dividing the NAVD 88 DP0366.geopotential number by the normal gravity value computed on the DP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0366.degrees latitude (G = 980.6199 gals.). DP0366 DP0366.The Laplace correction was computed from DEFLEC93 derived deflections. DP0366 DP0366.The geoid height was determined by GEOID93. DP0366 DP0366.The modeled gravity was interpolated from observed gravity values. DP0366 DP0366; North East Scale Converg. DP0366;SPC TXNC - 2,217,139.113 286,931.335 0.99991494 -1 50 22.8 MT DP0366;UTM 14 - 3,719,228.192 233,332.654 1.00047679 -1 35 24.1 MT DP0366 DP0366: Primary Azimuth Mark Grid Az DP0366:SPC TXNC - LUBBOCK MUNICIPAL STANDPIPE 105 48 41.2 DP0366:UTM 14 - LUBBOCK MUNICIPAL STANDPIPE 105 33 42.5 DP0366 DP0366|---------------------------------------------------------------------| DP0366| Pid Reference Object Distance Geod. AZ | DP0366| dddmmss.s | DP0366| DP0674 LUBBOCK MUNICIPAL STANDPIPE APPROX. 0.9 KM 1035818.4 | DP0366| TTC 2 RM 1 103.230 METERS 16835 | DP0366| TTC 2 AZ MK 2553914.9 | DP0366| TTC 2 RM 2 61.676 METERS 26907 | DP0366| DP0671 LUBBOCK W TEX INST ADMIN W CUP 475.095 METERS 3362502.7 | DP0366| DP0677 LUBBOCK W TEX INST ADMIN E CUP 447.514 METERS 3463139.6 | DP0366|---------------------------------------------------------------------| DP0366 DP0366_STATION MARK IS A BENCH MARK DISK DP0366_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND) DP0366_THE MARK IS STAMPED: 3213.684 T.T.C. 2 1933 DP0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DP0366+STABILITY: SURFACE MOTION DP0366 DP0366 HISTORY - Year Condition Recov. By DP0366 HISTORY - 1935 STATION MONUMENTED COAST AND GEODETIC SURVEY DP0366 HISTORY - 1935 COAST AND GEODETIC SURVEY DP0366 HISTORY - 1938 GOOD TEXAS HIGHWAY DEPARTMENT DP0366 HISTORY - 1961 GOOD COAST AND GEODETIC SURVEY DP0366 HISTORY - 1966 GOOD COAST AND GEODETIC SURVEY DP0366 HISTORY - 1982 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY DP0366 DP0366 STATION DESCRIPTION DP0366 DP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 DP0366'IN LUBBOCK. DP0366'2 MILES WEST ALONG BROADWAY (U.S. HIGHWAY 62) FROM THE CITY HALL AT DP0366'LUBBOCK, LUBBOCK COUNTY, AT THE CITY LIMITS, 195 FEET EAST OF THE EDGE DP0366'OF A ROAD, ON THE CAMPUS OF THE TEXAS TECHNOLOGICAL COLLEGE, 164 FEET DP0366'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOME OF THE COLLEGE DP0366'PRESIDENT, AND 64 FEET WEST OF THE SOUTHWEST CORNER OF THE YARD. A DP0366'STANDARD DISK, STAMPED 3213.684 T.T.C. 2 1933 AND SET IN THE TOP OF A DP0366'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND. DP0366 DP0366 STATION RECOVERY (1935) DP0366 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP) DP0366'STATION LIES ON THE SOUTHEASTERN PORTION OF THE TEXAS TECHNOLOGICAL DP0366'COLLEGE CAMPUS IN THE CITY OF LUBBOCK. STATION IS 44 YARDS WEST DP0366'OF SOUTHWEST CORNER OF GARDEN WALL IN REAR OF COLLEGE PRESIDENTS DP0366'HOME. 1 YARD NORTH OF PROJECTED PLANE OF SOUTH WALL OF DP0366'PRESIDENTS HOME. 5 YARDS WEST OF LINE OF SMALLER HEDGE, AND 237 DP0366'FEET EAST OF CENTER OF NORTH-SOUTH CAMPUS ROAD. STATION MARK DP0366'IS A BRONZE DISK OF THE U.S.C. AND G.S., SET IN A 12-INCH DP0366'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES FROM THE DP0366'GROUND. DP0366' DP0366'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 29 FEET NORTHWEST DP0366'OF PRESIDENTS DRIVEWAY AND PROJECTS INCHES. DP0366' DP0366'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 35 FEET EAST OF DP0366'CENTER OF NORTH-SOUTH CAMPUS ROAD, AND PROJECTS 4 INCHES. DP0366' DP0366'AZIMUTH MARK IS 0.4 MILE WEST AND 0.1 MILE SOUTH OF STATION, DP0366'67 FEET NORTH OF CENTER OF U.S. HIGHWAY 62, 16 FEET NORTH OF DP0366'LINE OF TREES, 1-1/2 FEET EAST OF CORNER POST, AND PROJECTS 6 DP0366'INCHES. DP0366' DP0366'REFERENCE AND AZIMUTH MARKS ARE SET. DP0366' DP0366'A 50-FOOT TOWER WAS NECESSARY IN ORDER TO SEE MAIN SCHEME DP0366'STATIONS. DP0366 DP0366 STATION RECOVERY (1938) DP0366 DP0366'RECOVERY NOTE BY TEXAS HIGHWAY DEPARTMENT 1938 DP0366'DESCRIPTION AS GIVEN BY W.R.P. IN REACHING STATION IS DP0366'SATISFACTORY. STATION AND REFERENCE MARKS WERE FOUND IN GOOD DP0366'CONDITION. NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK. DP0366 DP0366 STATION RECOVERY (1961) DP0366 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCR) DP0366'THIS STATION, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE DP0366'FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 WAS AT THE SITE DP0366'OF A NEW BUILDING AND IS LOST. THE AZIMUTH MARK WAS IN THE DP0366'LINE OF NEW STREET CONSTRUCTION AND THE LINE TO THE STATION DP0366'WAS OBSTRUCTED TO THE STATION BY THE NEW BUILDING. THE DP0366'AZIMUTH MARK WAS REMOVED AND A NEW ONE WAS NOT SET. DP0366 DP0366 STATION RECOVERY (1966) DP0366 DP0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB) DP0366'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN DP0366'GOOD CONDITION. REFERENCE MARK NO. 2 WAS NOT SEARCHED FOR DP0366'AS IT WAS REPORTED BY THE CARE TAKER, MARK IS STILL INTACT AND DP0366'IS UNDER THE LAWN AT THE NORTHEAST CORNER OF THE WOMEN GYMNASIUM. DP0366'THE AZIMUTH MARK HAS BEEN DESTROYED. NO SUITABLE PLACE WAS DP0366'FOUND TO SET ANOTHER AZIMUTH MARK AS THE COLLEGE BUILDINGS AND DP0366'SHRUBBY SURROUND THE STATION MARK. DP0366' DP0366'THE STATION IS AT THE SOUTHEAST PORTION OF CAMPUS AT THE DP0366'TEXAS TECHNOLOGICAL COLLEGE, ABOUT 100 YARDS NORTHWEST OF THE DP0366'INTERSECTION OF COLLEGE AVENUE AND 19TH STREET, BETWEEN THE DP0366'HOME ECONOMICS BUILDING AND TENNIS COURTS, AND IS ABOUT 50 DP0366'FEET EAST OF THE NORTHEAST CORNER OF TENNIS COURTS, UNDER DP0366'THE WEST SIDE OF HEDGE WHICH SURROUNDS THE HOME ECONOMICS DP0366'BUILDING. A STANDARD DISK, STAMPED TTC 2 1935 ELEV 3213.684 DP0366'FEET, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH THE DP0366'SURFACE OF THE GROUND. DP0366' DP0366'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BM NO TTC 2 NO 1 DP0366'1935, IS SET IN A 12 IN X 12 IN CONCRETE POST FLUSH WITH DP0366'SURFACE OF GROUND. IT IS ABOUT 75 YARDS NORTHWEST OF THE DP0366'INTERSECTION OF COLLEGE AVENUE AND 19TH STREET, AND ABOUT 50 DP0366'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF TENNIS COURTS. DP0366' DP0366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LUBBOCK DP0366 DP0366 STATION RECOVERY (1982) DP0366 DP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK) DP0366'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0349 *********************************************************************** DP0419 *********************************************************************** DP0419 DESIGNATION - U 1468 DP0419 PID - DP0419 DP0419 STATE/COUNTY- TX/LUBBOCK DP0419 USGS QUAD - LUBBOCK EAST (1977) DP0419 DP0419 HORZ DATUM - NAD 83 DP0419 VERT DATUM - NAVD 88 DP0419 DP0419 POSITION - 33 35 04. (N) 101 50 21. (W) SCALED DP0419 83 minus 27 - +00. +02. NADCON DP0419 DP0419 DP0419 HEIGHT - 974.102 (meters) 3195.87 (feet) ADJUSTED DP0419 88 minus 29 - +0.367 (+/- 2 cm) VERTCON DP0419 DY minus 88 - -1.260 COMPUTED DP0419. (NOTE - For assistance in applying shifts see file readme.dat) DP0419 *********************************************************************** DP0419 DP0419 GEOID HEIGHT- -25.25 GEOID93 DP0419 MODELED GRAV- 979,310.4 NAVD88 DP0419 DP0419 DP0419 VERT ORDER - FIRST CLASS 2 DP0419 DP0419 DP0419.The horizontal coordinates were scaled from a topographic map and have DP0419.an estimated accuracy of +/- 6 seconds. DP0419 DP0419.The orthometric height was determined by differential leveling DP0419.and adjusted by the National Geodetic Survey in June 1991. DP0419 DP0419.The dynamic height is computed by dividing the NAVD 88 DP0419.geopotential number by the normal gravity value computed on the DP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0419.degrees latitude (G = 980.6199 gals.). DP0419 DP0419.The geoid height was determined by GEOID93. DP0419 DP0419.The modeled gravity was interpolated from observed gravity values. DP0419 DP0419; North East Estimated Accuracy DP0419;SPC TXNC - 2,217,590. 290,100. (+/- 180 meters Scaled) MT DP0419 DP0419_STATION MARK IS A BENCH MARK DISK DP0419_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0419_THE MARK IS STAMPED: U 1468 1982 DP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0419 DP0419 HISTORY - Year Condition Recov. By DP0419 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0419 DP0419 STATION DESCRIPTION DP0419 DP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0419'IN LUBBOCK. DP0419'IN LUBBOCK, AT THE JUNCTION OF BROADWAY STREET AND THE ATCHISON, SANTA DP0419'FE RAILROAD, IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF DP0419'THE BROADWAY STREET UNDERPASS, 16.8 METERS (55.1 FT) WEST OF THE NEAR DP0419'RAIL AND 7.0 METERS (23.0 FT) NORTH OF THE CENTER OF THE STREET. DP0419'THE MARK IS ABOVE LEVEL WITH THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0351 *********************************************************************** DP0418 *********************************************************************** DP0418 DESIGNATION - V 1468 DP0418 PID - DP0418 DP0418 STATE/COUNTY- TX/LUBBOCK DP0418 USGS QUAD - LUBBOCK EAST (1977) DP0418 DP0418 HORZ DATUM - NAD 83 DP0418 VERT DATUM - NAVD 88 DP0418 DP0418 POSITION - 33 35 32. (N) 101 50 45. (W) SCALED DP0418 83 minus 27 - +00. +02. NADCON DP0418 DP0418 DP0418 HEIGHT - 975.352 (meters) 3199.97 (feet) ADJUSTED DP0418 88 minus 29 - +0.367 (+/- 2 cm) VERTCON DP0418 DY minus 88 - -1.262 COMPUTED DP0418. (NOTE - For assistance in applying shifts see file readme.dat) DP0418 *********************************************************************** DP0418 DP0418 GEOID HEIGHT- -25.26 GEOID93 DP0418 MODELED GRAV- 979,309.8 NAVD88 DP0418 DP0418 DP0418 VERT ORDER - FIRST CLASS 2 DP0418 DP0418 DP0418.The horizontal coordinates were scaled from a topographic map and have DP0418.an estimated accuracy of +/- 6 seconds. DP0418 DP0418.The orthometric height was determined by differential leveling DP0418.and adjusted by the National Geodetic Survey in June 1991. DP0418 DP0418.The dynamic height is computed by dividing the NAVD 88 DP0418.geopotential number by the normal gravity value computed on the DP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0418.degrees latitude (G = 980.6199 gals.). DP0418 DP0418.The geoid height was determined by GEOID93. DP0418 DP0418.The modeled gravity was interpolated from observed gravity values. DP0418 DP0418; North East Estimated Accuracy DP0418;SPC TXNC - 2,218,470. 289,510. (+/- 180 meters Scaled) MT DP0418 DP0418_STATION MARK IS A BENCH MARK DISK DP0418_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE DP0418_THE MARK IS STAMPED: V 1468 1982 DP0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DP0418+STABILITY: POSITION/ELEVATION WELL DP0418 DP0418 HISTORY - Year Condition Recov. By DP0418 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0418 DP0418 STATION DESCRIPTION DP0418 DP0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0418'IN LUBBOCK. DP0418'IN LUBBOCK, AT THE JUNCTION OF 4TH STREET AND THE SANTA FE RAILROAD, DP0418'IN TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE 4TH DP0418'STREET UNDERPASS AND 2.8 METERS (9.2 FT) EAST OF THE NEAR RAIL. DP0418'THE MARK IS ABOVE LEVEL WITH THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DP0389 *********************************************************************** DP0417 *********************************************************************** DP0417 DESIGNATION - X 1468 DP0417 PID - DP0417 DP0417 STATE/COUNTY- TX/LUBBOCK DP0417 USGS QUAD - LUBBOCK EAST (1977) DP0417 DP0417 HORZ DATUM - NAD 83 DP0417 VERT DATUM - NAVD 88 DP0417 DP0417 POSITION - 33 36 19. (N) 101 52 10. (W) SCALED DP0417 83 minus 27 - +00. +02. NADCON DP0417 DP0417 DP0417 HEIGHT - 979.553 (meters) 3213.75 (feet) ADJUSTED DP0417 88 minus 29 - +0.373 (+/- 2 cm) VERTCON DP0417 DY minus 88 - -1.269 COMPUTED DP0417. (NOTE - For assistance in applying shifts see file readme.dat) DP0417 *********************************************************************** DP0417 DP0417 GEOID HEIGHT- -25.24 GEOID93 DP0417 MODELED GRAV- 979,308.0 NAVD88 DP0417 DP0417 DP0417 VERT ORDER - FIRST CLASS 2 DP0417 DP0417 DP0417.The horizontal coordinates were scaled from a topographic map and have DP0417.an estimated accuracy of +/- 6 seconds. DP0417 DP0417.The orthometric height was determined by differential leveling DP0417.and adjusted by the National Geodetic Survey in June 1991. DP0417 DP0417.The dynamic height is computed by dividing the NAVD 88 DP0417.geopotential number by the normal gravity value computed on the DP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DP0417.degrees latitude (G = 980.6199 gals.). DP0417 DP0417.The geoid height was determined by GEOID93. DP0417 DP0417.The modeled gravity was interpolated from observed gravity values. DP0417 DP0417; North East Estimated Accuracy DP0417;SPC TXNC - 2,219,990. 287,360. (+/- 180 meters Scaled) MT DP0417 DP0417_STATION MARK IS A METAL ROD DP0417_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) DP0417_THE MARK IS STAMPED: X 1468 1982 DP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DP0417_ROD/PIPE-DEPTH: 6.1 meters DP0417 DP0417 HISTORY - Year Condition Recov. By DP0417 HISTORY - 1982 STATION MONUMENTED NATIONAL GEODETIC SURVEY DP0417 DP0417 STATION DESCRIPTION DP0417 DP0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 DP0417'IN LUBBOCK. DP0417'IN LUBBOCK, AT THE JUNCTION OF THE SANTA FE RAILROAD AND NORTH DP0417'UNIVERSITY AVENUE, 71.6 METERS (234.9 FT) SOUTHEAST OF THE CENTERLINE DP0417'OF THE AVENUE, 12.2 METERS (40.0 FT) NORTHEAST OF THE NEAR RAIL, 2.1 DP0417'METERS (6.9 FT) SOUTHWEST OF A FENCE AND 0.7 METER (2.3 FT) SOUTHEAST DP0417'OF A UTILITY POLE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH DP0417'LOGO CAP. DP0417'THE MARK IS 0.3 METERS NW FROM A WITNESS POST. DP0417'THE MARK IS 0.9 M BELOW THE TRACKS. 1 National Geodetic Survey, Retrieval Date = APRIL 19, 1996 DQ0015 ***********************************************************************