1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9716 *********************************************************************** AA9716 DESIGNATION - A 933 RESET AA9716 PID - AA9716 AA9716 STATE/COUNTY- CA/KERN AA9716 USGS QUAD - PATTERSON (1978) AA9716 AA9716 *CURRENT SURVEY CONTROL AA9716 ___________________________________________________________________ AA9716* NAD 83(1986)- 37 28 23. (N) 121 11 59. (W) SCALED AA9716* NAVD 88 - 129.45 (+/-2cm) 424.7 (feet) VERTCON AA9716 ___________________________________________________________________ AA9716 GEOID HEIGHT- -32.29 (meters) GEOID99 AA9716 AA9716 VERT ORDER - THIRD (See Below) AA9716 AA9716.The horizontal coordinates were scaled from a topographic map and have AA9716.an estimated accuracy of +/- 6 seconds. AA9716 AA9716.The NAVD 88 height was computed by applying the VERTCON shift value to AA9716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9716.The vertical order pertains to the superseded datum. AA9716 AA9716.The geoid height was determined by GEOID99. AA9716 AA9716; North East Units Estimated Accuracy AA9716;SPC CA 5 - 945,410. 1,716,710. MT (+/- 180 meters Scaled) AA9716 AA9716 SUPERSEDED SURVEY CONTROL AA9716 AA9716 NGVD 29 - 128.68 (m) 422.2 (f) RESET 3 AA9716 AA9716.Superseded values are not recommended for survey control. AA9716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9716.See file dsdata.txt to determine how the superseded data were derived. AA9716 AA9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG591488(NAD 83) AA9716_MARKER: DV = VERTICAL CONTROL DISK AA9716_SETTING: 38 = BRIDGE ABUTMENT AA9716_STAMPING: A 933 RESET 1989 AA9716_MARK LOGO: NGS AA9716_MAGNETIC: N = NO MAGNETIC MATERIAL AA9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9716 AA9716 HISTORY - Date Condition Report By AA9716 HISTORY - 1992 MONUMENTED CADT AA9716 AA9716 STATION DESCRIPTION AA9716 AA9716'DESCRIBED BY CALTRANS 1992 (DH) AA9716'IN TEHACHAPI, TWO BLOCKS NORTH ON GREEN STREET FROM THE POST OFFICE TO AA9716'TEHACHAPI BOULEVARD, 2.0 MILES (3.2 KM) EAST ALONG TEHACHAPI BOULEVARD AA9716'TO CALIFORNIA 58, 8.7 MILES (14.0 KM) EAST ALONG CALIFORNIA 58 TO LA AA9716'ROSE CREEK BRIDGE (BRIDGE NO 50-139) , ON TOP OF NORTHEAST END OF AA9716'NORTH BRIDGE ABUTMENT RAIL, 40 FEET (12.2 M) NORTH OF CENTERLINE AA9716'MEDIAN CONCRETE BARRIER, 197 FEET (60.0 M) SOUTHWEST OF CALL BOX AA9716'58-1033. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3804 *********************************************************************** FU3804 DESIGNATION - B 1207 RESET FU3804 PID - FU3804 FU3804 STATE/COUNTY- CA/KERN FU3804 USGS QUAD - FAMOSO (1968) FU3804 FU3804 *CURRENT SURVEY CONTROL FU3804 ___________________________________________________________________ FU3804* NAD 83(1986)- 35 32 27. (N) 119 11 39. (W) SCALED FU3804* NAVD 88 - 137.81 (+/-2cm) 452.1 (feet) VERTCON FU3804 ___________________________________________________________________ FU3804 GEOID HEIGHT- -33.37 (meters) GEOID99 FU3804 FU3804 VERT ORDER - THIRD (See Below) FU3804 FU3804.The horizontal coordinates were scaled from a topographic map and have FU3804.an estimated accuracy of +/- 6 seconds. FU3804 FU3804.The NAVD 88 height was computed by applying the VERTCON shift value to FU3804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3804.The vertical order pertains to the superseded datum. FU3804 FU3804.The geoid height was determined by GEOID99. FU3804 FU3804; North East Units Estimated Accuracy FU3804;SPC CA 5 - 727,030. 1,891,710. MT (+/- 180 meters Scaled) FU3804 FU3804 SUPERSEDED SURVEY CONTROL FU3804 FU3804 NGVD 29 - 136.98 (m) 449.4 (f) RESET 3 FU3804 FU3804.Superseded values are not recommended for survey control. FU3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3804.See file dsdata.txt to determine how the superseded data were derived. FU3804 FU3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV010352(NAD 83) FU3804_MARKER: DV = VERTICAL CONTROL DISK FU3804_SETTING: 34 = PIT WALL FU3804_STAMPING: B 1207 RESET 1981 FU3804_MARK LOGO: NGS FU3804_MAGNETIC: N = NO MAGNETIC MATERIAL FU3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3804+STABILITY: SURFACE MOTION FU3804 FU3804 HISTORY - Date Condition Report By FU3804 HISTORY - 1981 MONUMENTED LOCENG FU3804 FU3804 STATION DESCRIPTION FU3804 FU3804'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 FU3804'3.95 MILES (6.36 KM) SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM FU3804'THE STATION IN FAMOSO, 19 1/2 POLES SOUTH OF MILE POLE 296, IN THE FU3804'TOP OF THE EAST WALL OF THE CONCRETE SCALE PIT OF THE SPRECKELS SUGAR FU3804'DIVISION SLATER STATION TRUCK SCALE, 42.6 FEET (13.0 M) WEST OF THE FU3804'WEST RAIL OF THE MAIN LINE TRACK, 28.3 FEET (8.6 M) NORTHEAST OF THE FU3804'NORTHEAST CORNER OF THE SCALE HOUSE, 9.6 FEET (2.9 M) SOUTH OF THE FU3804'NORTHEAST CORNER OF THE SCALE PLATFORM, 1 FOOT (0.3 M) LOWER THAN THE FU3804'TRACK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3819 *********************************************************************** FU3819 DESIGNATION - B 459 RESET FU3819 PID - FU3819 FU3819 STATE/COUNTY- CA/KERN FU3819 USGS QUAD - SEMITROPIC (1973) FU3819 FU3819 *CURRENT SURVEY CONTROL FU3819 ___________________________________________________________________ FU3819* NAD 83(1986)- 35 36 01. (N) 119 32 42. (W) SCALED FU3819* NAVD 88 - 81.19 (+/-2cm) 266.4 (feet) VERTCON FU3819 ___________________________________________________________________ FU3819 GEOID HEIGHT- -34.49 (meters) GEOID99 FU3819 FU3819 VERT ORDER - THIRD (See Below) FU3819 FU3819.The horizontal coordinates were scaled from a topographic map and have FU3819.an estimated accuracy of +/- 6 seconds. FU3819 FU3819.The NAVD 88 height was computed by applying the VERTCON shift value to FU3819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3819.The vertical order pertains to the superseded datum. FU3819 FU3819.The geoid height was determined by GEOID99. FU3819 FU3819; North East Units Estimated Accuracy FU3819;SPC CA 5 - 734,060. 1,860,000. MT (+/- 180 meters Scaled) FU3819 FU3819 SUPERSEDED SURVEY CONTROL FU3819 FU3819 NGVD 29 - 80.45 (m) 263.9 (f) RESET 3 FU3819 FU3819.Superseded values are not recommended for survey control. FU3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3819.See file dsdata.txt to determine how the superseded data were derived. FU3819 FU3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV694425(NAD 83) FU3819_MARKER: DV = VERTICAL CONTROL DISK FU3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3819_STAMPING: B 459 RESET 1990 FU3819_MARK LOGO: NGS FU3819_MAGNETIC: N = NO MAGNETIC MATERIAL FU3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3819+STABILITY: SURFACE MOTION FU3819 FU3819 HISTORY - Date Condition Report By FU3819 HISTORY - 1990 MONUMENTED CA-029 FU3819 FU3819 STATION DESCRIPTION FU3819 FU3819'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3819'8.7 MILES (14.0 KM) EAST ALONG HIGHWAY 46 FROM THE POST OFFICE IN LOST FU3819'HILLS (6.5 MILES EAST OF INTERSECTION OF HIGHWAYS 1-5 AND 46), 163 FU3819'FEET (49.7 M) NORTH OF HIGHWAY AT EAST EDGE OF NORTH-SOUTH ROAD, 205 FU3819'FEET (62.5 M) NORTHEAST OF OLD MARK, 163 FEET (49.7 M) NORTH AND 28 FU3819'FEET (8.5 M) EAST OF THE SOUTHWEST CORNER OF SECTION 6, T27S R23E, 3 FU3819'FEET (0.9 M) SOUTH OF POWER POLE IN LINE WITH POLES ON LINE TO NORTH, FU3819'28.5 FEET (8.7 M) SOUTHEAST OF SOUTHEAST CORNER OF METAL SHOP FU3819'BUILDING, 83 FEET (25.3 M) NORTHEAST OF SEMITROPIC RM 4 WHICH LEANS FU3819'SLIGHTLY TO THE NORTH, 92 FEET (28.0 M) EAST-SOUTHEAST OF SEMITROPIC FU3819'2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2396 *********************************************************************** FU2396 DESIGNATION - C 546 RESET 1973 FU2396 PID - FU2396 FU2396 STATE/COUNTY- CA/KERN FU2396 USGS QUAD - MOUTH OF KERN (1973) FU2396 FU2396 *CURRENT SURVEY CONTROL FU2396 ___________________________________________________________________ FU2396* NAD 83(1986)- 35 07 39. (N) 119 21 52. (W) SCALED FU2396* NAVD 88 - 138.62 (+/-2cm) 454.8 (feet) VERTCON FU2396 ___________________________________________________________________ FU2396 GEOID HEIGHT- -34.14 (meters) GEOID99 FU2396 FU2396 VERT ORDER - THIRD (See Below) FU2396 FU2396.The horizontal coordinates were scaled from a topographic map and have FU2396.an estimated accuracy of +/- 6 seconds. FU2396 FU2396.The NAVD 88 height was computed by applying the VERTCON shift value to FU2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2396.The vertical order pertains to the superseded datum. FU2396 FU2396.The geoid height was determined by GEOID99. FU2396 FU2396; North East Units Estimated Accuracy FU2396;SPC CA 5 - 681,380. 1,875,650. MT (+/- 180 meters Scaled) FU2396 FU2396 SUPERSEDED SURVEY CONTROL FU2396 FU2396 NGVD 29 - 137.84 (m) 452.2 (f) RESET 3 FU2396 FU2396.Superseded values are not recommended for survey control. FU2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2396.See file dsdata.txt to determine how the superseded data were derived. FU2396 FU2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU845897(NAD 83) FU2396_MARKER: DB = BENCH MARK DISK FU2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2396_STAMPING: C 546 RESET 1973 FU2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2396+STABILITY: SURFACE MOTION FU2396 FU2396 HISTORY - Date Condition Report By FU2396 HISTORY - 1973 MONUMENTED NGS FU2396 FU2396 STATION DESCRIPTION FU2396 FU2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FU2396'4.8 MI E FROM TAFT. FU2396'4.8 MILES SOUTHEAST ALONG GARDNER FIELD ROAD FROM ITS FU2396'INTERSECTION WITH STATE HIGHWAYS 119 AND 33 IN TAFT, 0.3 MILE FU2396'SOUTH-SOUTHEAST OF THE GARDNER FIELD ROAD BRIDGE SPANNING THE FU2396'CALIFORNIA AQUEDUCT, IN THE SOUTHEAST QUADRANT OF THE ROAD FU2396'CROSSING OF SAND CREEK, IN THE SOUTHEAST QUARTER OF SECTION FU2396'23, R24E, T32S, 114 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER FU2396'OF THE SAND CREEK BRIDGE, 53.5 FEET EAST OF THE CENTER OF FU2396'GARDNER FIELD ROAD, 25.5 FEET SOUTH OF THE CENTER OF AN OLD FU2396'BLADED ROAD AND 1.3 FEET SOUTH OF A METAL WITNESS POST WITH FU2396'SIGN ATTACHED. THE MARK IS SET IN THE TOP OF A 10 INCHES IN FU2396'DIAMETER CONCRETE POST THAT PROJECTS 0.5 FOOT ABOVE THE GROUND FU2396'SURFACE. BENCH MARK C 546 1957 WAS RECOVERED AS DESCRIBED IN FU2396'1957 AND 1965, BUT WAS DESTROYED THIS DATE TO EXPEDITE FU2396'RE-BUILDING OF THE SAND CREEK BRIDGE. THE REQUEST WAS MADE BY FU2396'THE KERN COUNTY ROAD DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3802 *********************************************************************** FU3802 DESIGNATION - E 1016 RESET FU3802 PID - FU3802 FU3802 STATE/COUNTY- CA/KERN FU3802 USGS QUAD - BUTTONWILLOW (1973) FU3802 FU3802 *CURRENT SURVEY CONTROL FU3802 ___________________________________________________________________ FU3802* NAD 83(1986)- 35 23 07. (N) 119 22 35. (W) SCALED FU3802* NAVD 88 - 89.02 (+/-2cm) 292.1 (feet) VERTCON FU3802 ___________________________________________________________________ FU3802 GEOID HEIGHT- -34.23 (meters) GEOID99 FU3802 FU3802 VERT ORDER - THIRD (See Below) FU3802 FU3802.The horizontal coordinates were scaled from a topographic map and have FU3802.an estimated accuracy of +/- 6 seconds. FU3802 FU3802.The NAVD 88 height was computed by applying the VERTCON shift value to FU3802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3802.The vertical order pertains to the superseded datum. FU3802 FU3802.The geoid height was determined by GEOID99. FU3802 FU3802; North East Units Estimated Accuracy FU3802;SPC CA 5 - 709,990. 1,874,950. MT (+/- 180 meters Scaled) FU3802 FU3802 SUPERSEDED SURVEY CONTROL FU3802 FU3802 NGVD 29 - 88.20 (m) 289.4 (f) RESET 3 FU3802 FU3802.Superseded values are not recommended for survey control. FU3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3802.See file dsdata.txt to determine how the superseded data were derived. FU3802 FU3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV841183(NAD 83) FU3802_MARKER: DV = VERTICAL CONTROL DISK FU3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3802_STAMPING: E 1016 RESET 1981 FU3802_MARK LOGO: NGS FU3802_MAGNETIC: N = NO MAGNETIC MATERIAL FU3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3802+STABILITY: SURFACE MOTION FU3802 FU3802 HISTORY - Date Condition Report By FU3802 HISTORY - 1981 MONUMENTED RBNF FU3802 FU3802 STATION DESCRIPTION FU3802 FU3802'DESCRIBED BY RESEARCHED BUT NOT FOUND 1981 FU3802'5.1 MILES (8.2 KM) EAST ALONG STATE HIGHWAY 178 FROM THE POST OFFICE FU3802'IN BUTTONWILLOW, THENCE 0.9 MILE (1.4 KM) SOUTH ALONG A DIRT ROAD, FU3802'0.4 MILE (0.6 KM) SOUTHEAST OF THE CROSSING OF A CROSSING OF A POWER FU3802'TRANSMISSION LINE, 0.1 MILE (0.2 KM) NORTH OF A FENCE CORNER, IN R24E FU3802'T29S S23, AT THE NORTHEAST RIGHT-OF-WAY FENCE OF INTERSECTION OF FU3802'INTERSTATE 5, 1.5 MILES (2.4 KM) SOUTHEAST OF THE JUNCTION OF FU3802'INTERSTATE 5 AND STATE HIGHWAY 58, 16.8 METERS (55.1 FT) NORTHEAST OF FU3802'THE CENTERLINE OF THE NORTHWEST BOUND LANES OF HIGHWAY, 1.2 METERS FU3802'(3.9 FT) SOUTHEAST AND 1.2 METERS (3.9 FT) NORTHWEST OF A BRACED FU3802'RIGHT-OF-WAY FENCE POST, 0.2 METERS (0.7 FT) WEST OF A FENCE, 47.224 FU3802'METERS (154.934 FT) NORTH-NORTHWEST OF THE CENTER OF A CURVE FROM N5 FU3802'TO EAST-WEST OF A LARGE DRAIN DITCH AND SET IN THE TOP OF A SQUARE FU3802'CONCRETE POST THAT PROJECTS 0.4 METERS. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE5719 *********************************************************************** AE5719 DESIGNATION - E 1208 RESET AE5719 PID - AE5719 AE5719 STATE/COUNTY- CA/KERN AE5719 USGS QUAD - CONNER (1973) AE5719 AE5719 *CURRENT SURVEY CONTROL AE5719 ___________________________________________________________________ AE5719* NAD 83(1986)- 35 10 22. (N) 119 00 14. (W) SCALED AE5719* NAVD 88 - 95.84 (meters) 314.4 (feet) RESET AE5719 ___________________________________________________________________ AE5719 GEOID HEIGHT- -33.70 (meters) GEOID99 AE5719 AE5719 VERT ORDER - THIRD AE5719 AE5719.The horizontal coordinates were scaled from a topographic map and have AE5719.an estimated accuracy of +/- 6 seconds. AE5719 AE5719.The orthometric height was computed from unverified reset data. AE5719 AE5719.The geoid height was determined by GEOID99. AE5719 AE5719; North East Units Estimated Accuracy AE5719;SPC CA 5 - 686,010. 1,908,560. MT (+/- 180 meters Scaled) AE5719 AE5719 SUPERSEDED SURVEY CONTROL AE5719 AE5719.No superseded survey control is available for this station. AE5719 AE5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU175940(NAD 83) AE5719_MARKER: DV = VERTICAL CONTROL DISK AE5719_SETTING: 38 = BRIDGE BARRIER AE5719_STAMPING: E 1208 RESET AE5719_MARK LOGO: NGS AE5719_MAGNETIC: N = NO MAGNETIC MATERIAL AE5719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5719 AE5719 HISTORY - Date Condition Report By AE5719 HISTORY - 1997 MONUMENTED CADT AE5719 AE5719 STATION DESCRIPTION AE5719 AE5719'DESCRIBED BY CALTRANS 1997 (AEO) AE5719'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF METLER. FROM THE AE5719'INTERSECTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 223 GO SOUTHEAST ON AE5719'STATE HIGHWAY 99 FOR 4.0 KM (2.50 MI) TO THE INTERSECTION OF STATE AE5719'HIGHWAY 99 AND OLD U.S. HIGHWAY 99, ALSO CALLED GOLDEN STATE BLVD., AE5719'AND THE STATION LEFT. THE STATION IS SET IN THE TOP OF THE NORTH AE5719'CONCRETE BARRIER OF THE OLD U.S. 99 OVERCROSSING BRIDGE, BRIDGE NO. AE5719'50-238K, 1.5 M (4.9 FT) WEST OF THE EAST END OF THE CONCRETE BARRIER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1719 *********************************************************************** FU1719 DESIGNATION - F 747 RESET 1975 FU1719 PID - FU1719 FU1719 STATE/COUNTY- CA/KERN FU1719 USGS QUAD - OILDALE (1973) FU1719 FU1719 *CURRENT SURVEY CONTROL FU1719 ___________________________________________________________________ FU1719* NAD 83(1986)- 35 25 10. (N) 119 03 10. (W) SCALED FU1719* NAVD 88 - 134.95 (+/-2cm) 442.7 (feet) VERTCON FU1719 ___________________________________________________________________ FU1719 GEOID HEIGHT- -33.19 (meters) GEOID99 FU1719 FU1719 VERT ORDER - THIRD (See Below) FU1719 FU1719.The horizontal coordinates were scaled from a topographic map and have FU1719.an estimated accuracy of +/- 6 seconds. FU1719 FU1719.The NAVD 88 height was computed by applying the VERTCON shift value to FU1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1719.The vertical order pertains to the superseded datum. FU1719 FU1719.The geoid height was determined by GEOID99. FU1719 FU1719; North East Units Estimated Accuracy FU1719;SPC CA 5 - 713,420. 1,904,390. MT (+/- 180 meters Scaled) FU1719 FU1719 SUPERSEDED SURVEY CONTROL FU1719 FU1719 NGVD 29 - 134.11 (m) 440.0 (f) RESET 3 FU1719 FU1719.Superseded values are not recommended for survey control. FU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1719.See file dsdata.txt to determine how the superseded data were derived. FU1719 FU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV136214(NAD 83) FU1719_MARKER: DD = SURVEY DISK FU1719_SETTING: 30 = CONCRETE FOOTING FU1719_STAMPING: F 747 RESET 1975 FU1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU1719 FU1719 HISTORY - Date Condition Report By FU1719 HISTORY - 1975 MONUMENTED CADH FU1719 FU1719 STATION DESCRIPTION FU1719 FU1719'DESCRIBED BY CA DIV OF HIGHWAYS 1975 FU1719'5.3 MI NW FROM BAKERSFIELD. FU1719'5.3 MILES NORTHWEST OF BAKERSFIELD. TO REACH 4.9 MILES FU1719'NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANYS RAILROAD FROM THE FU1719'STATION AT BAKERSFIELD, THENCE 0.4 MILE EAST ALONG NORRIS ROAD, FU1719'AT THE INTERSECTION OF THE NORTH EDGE OF AN 8 FT SIDEWALK FU1719'AND THE WEST EDGE OF THE NORTH-SOUTH ACCESS WALK LEADING TO FU1719'THE MAIN ENTRANCE TO THE KERN COUNTY ROAD COMMISSIONERS OFFICE FU1719'BLDG., 76.7 FEET SOUTHEASTERLY FROM THE SOUTHWEST CORNER OF SAID FU1719'BUILDING, 42.5 FEET NORTH OF THE CENTERLINE OF NORRIS ROAD, LEVEL FU1719'WITH THE ACCESS WALK, SET N AN 11 IN DIAMETER CONCRETE FOOTING. FU1719'T 29 S, R 27 E, S 11. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1058 *********************************************************************** FU1058 DESIGNATION - F 829 RESET 1973 FU1058 PID - FU1058 FU1058 STATE/COUNTY- CA/KERN FU1058 USGS QUAD - MC FARLAND (1969) FU1058 FU1058 *CURRENT SURVEY CONTROL FU1058 ___________________________________________________________________ FU1058* NAD 83(1986)- 35 44 48. (N) 119 14 27. (W) SCALED FU1058* NAVD 88 - 94.45 (+/-2cm) 309.9 (feet) VERTCON FU1058 ___________________________________________________________________ FU1058 GEOID HEIGHT- -33.19 (meters) GEOID99 FU1058 FU1058 VERT ORDER - THIRD (See Below) FU1058 FU1058.The horizontal coordinates were scaled from a topographic map and have FU1058.an estimated accuracy of +/- 6 seconds. FU1058 FU1058.The NAVD 88 height was computed by applying the VERTCON shift value to FU1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1058.The vertical order pertains to the superseded datum. FU1058 FU1058.The geoid height was determined by GEOID99. FU1058 FU1058; North East Units Estimated Accuracy FU1058;SPC CA 5 - 749,920. 1,887,760. MT (+/- 180 meters Scaled) FU1058 FU1058 SUPERSEDED SURVEY CONTROL FU1058 FU1058 NGVD 29 - 93.64 (m) 307.2 (f) RESET 3 FU1058 FU1058.Superseded values are not recommended for survey control. FU1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1058.See file dsdata.txt to determine how the superseded data were derived. FU1058 FU1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV973581(NAD 83) FU1058_MARKER: DB = BENCH MARK DISK FU1058_SETTING: 36 = BRIDGE ABUTMENT FU1058_STAMPING: F 829 RESET 1973 FU1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU1058 FU1058 HISTORY - Date Condition Report By FU1058 HISTORY - 1973 MONUMENTED NGS FU1058 FU1058 STATION DESCRIPTION FU1058 FU1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FU1058'1.6 MI S FROM DELANO. FU1058'1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FU1058'FROM THE STATION AT DELANO, AT THE NORTHEAST CORNER OF THE FU1058'WOOLLOMES ROAD OVERPASS INTERCHANGE WITH STATE HIGHWAY 99, FU1058'NEAR THE NORTHEAST CORNER OF SECTION 23, T25S, R25E, 209.0 FEET FU1058'WEST OF THE WEST RAIL OF THE RAILROAD, 129.0 FEET WEST OF THE FU1058'CENTER OF HIGH STREET, 100.0 FEET EAST OF THE CENTER OF STATE FU1058'HIGHWAY 99, 16.5 FEET NORTH OF THE CENTER OF WOOLLOMES ROAD, FU1058'AND 19.5 FEET SOUTHWEST OF LIGHT STANDARD 54.48 G90. THE FU1058'DISK IS CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE, IN FU1058'THE TOP OF THE NORTHEAST CONCRETE ABUTMENT AND SIDEWALK OF FU1058'THE OVERPASS, 2.7 FEET NORTH OF THE SOUTH CURB OF THE ROAD, FU1058'2.7 FEET SOUTH OF THE NORTH STEEL OVERPASS RAILING AND 0.7 FOOT FU1058'WEST OF THE EAST END OF THE OVERPASS ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3805 *********************************************************************** FU3805 DESIGNATION - FIBRE 2 FU3805 PID - FU3805 FU3805 STATE/COUNTY- CA/KERN FU3805 USGS QUAD - BUTTONWILLOW (1973) FU3805 FU3805 *CURRENT SURVEY CONTROL FU3805 ___________________________________________________________________ FU3805* NAD 83(1986)- 35 23 53. (N) 119 23 50. (W) SCALED FU3805* NAVD 88 - 89.72 (+/-2cm) 294.4 (feet) VERTCON FU3805 ___________________________________________________________________ FU3805 GEOID HEIGHT- -34.28 (meters) GEOID99 FU3805 FU3805 VERT ORDER - THIRD (See Below) FU3805 FU3805.The horizontal coordinates were scaled from a topographic map and have FU3805.an estimated accuracy of +/- 6 seconds. FU3805 FU3805.The NAVD 88 height was computed by applying the VERTCON shift value to FU3805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3805.The vertical order pertains to the superseded datum. FU3805 FU3805.The geoid height was determined by GEOID99. FU3805 FU3805; North East Units Estimated Accuracy FU3805;SPC CA 5 - 711,430. 1,873,080. MT (+/- 180 meters Scaled) FU3805 FU3805 SUPERSEDED SURVEY CONTROL FU3805 FU3805 NGVD 29 - 88.91 (m) 291.7 (f) RESET 3 FU3805 FU3805.Superseded values are not recommended for survey control. FU3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3805.See file dsdata.txt to determine how the superseded data were derived. FU3805 FU3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV822198(NAD 83) FU3805_MARKER: DH = HORIZONTAL CONTROL DISK FU3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3805_STAMPING: FIBRE 2 1983 FU3805_MARK LOGO: NGS FU3805_PROJECTION: FLUSH FU3805_MAGNETIC: N = NO MAGNETIC MATERIAL FU3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3805+STABILITY: SURFACE MOTION FU3805 FU3805 HISTORY - Date Condition Report By FU3805 HISTORY - 1983 MONUMENTED NGS FU3805 HISTORY - 19830806 GOOD NGS FU3805 FU3805 STATION DESCRIPTION FU3805 FU3805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FU3805'4.3 MILES (6.9 KM) EAST ALONG STATE HIGHWAY 58 FROM MAIN STREET IN FU3805'BUTTONWILLOW, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF HIGHWAY FU3805'58 AND INTERSTATE HIGHWAY 5, ON INTERSTATE 5 RIGHT OF WAY, 68 FEET FU3805'(20.7 M) SOUTHEAST FROM THE RIGHT OF WAY FENCE CORNER, 25.8 FEET (7.9 FU3805'M) SOUTH FROM THE EAST-WEST RIGHT OF WAY FENCE AND WITNESS POST, 18 FU3805'FEET (5.5 M) EAST FROM THE NORTH-SOUTH RIGHT OF WAY FENCE. FU3805 FU3805 STATION RECOVERY (1983) FU3805 FU3805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) FU3805'6.8 KM (4.20 MI) EAST ALONG STATE HIGHWAY 58 FROM MAIN STREET IN FU3805'BUTTONWILLOW, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF HIGHWAY 58 FU3805'AND INTERSTATE HIGHWAY 5, ON INTERSTATE 5 RIGHT OF WAY, 21 METERS FU3805'(68.9 FT) SOUTHEAST FROM THE RIGHT OF WAY FENCE CORNER, 7.86 METERS FU3805'(25.79 FT) SOUTH FROM THE EAST-WEST RIGHT OF WAY FENCE AND WITNESS FU3805'POST, 5.49 EAST FROM THE NORTH-SOUTH RIGHT OF WAY FENCE. THE STATION FU3805'IS LOCATED 35.4 KM (22.00 MI) WEST OF BAKERSFIELD, 6.4 KM (3.95 MI) FU3805'EAST OF BUTTONWILLOW, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF FU3805'INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 58, SOUTH OF THE SOUTHERN FU3805'PACIFIC RAILROAD TRACKS ON THE RIGHT OF WAY OF INTERSTATE HIGHWAY 5. FU3805'TO REACH THE STATION FROM THE POST OFFICE IN BUTTONWILLOW GO SOUTH ON FU3805'MAIN STREET FOR 0.1 KM (0.05 MI) TO THE INTERSECTION OF STATE HIGHWAY FU3805'58. TURN LEFT, EAST ON HIGHWAY 58 FOR 6.8 KM (4.20 MI) TO THE STATION FU3805'ON THE RIGHT. THE STATION IS A STANDARD NGS DISK, STAMPED--FIBRE 2 FU3805'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN FU3805'DIAMETER, PROJECTING 15 CM ABOVE THE GROUND. LOCATED 21 METERS (68.9 FU3805'FT) FROM RIGHT OF WAY FENCE CORNER, 7.86 METERS (25.79 FT) SOUTH FROM FU3805'HIGHWAY 58 RIGHT OF WAY FENCE AND WITNESS POST AND 5.49 METERS (18.01 FU3805'FT) EAST FROM INTERSTATE HIGHWAY 5 RIGHT OF WAY FENCE. THE UNDERGROUND FU3805'MARK IS A STANDARD NGS DISK, STAMPED--FIBRE 2 1983--, SET IN AN FU3805'IRREGULAR MASS OF CONCRETE, 1 METER BELOW THE SURFACE. REFERENCE MARK FU3805'5 IS A STANDARD NGS DISK, STAMPED--FIBRE 2 NO 5 1983--, SET INTO THE FU3805'TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 20 CM FU3805'ABOVE THE GROUND. LOCATED 15.7 METERS (51.5 FT) EAST-SOUTHEAST FROM FU3805'THE RIGHT OF WAY FENCE CORNER, 1 METER (3.3 FT) WEST-NORTHWEST FROM A FU3805'WITNESS POST AND 0.3 METER (1.0 FT) SOUTH FROM THE HIGHWAY 58 RIGHT OF FU3805'WAY FENCE AND LOWER THAN THE STATION. REFERENCE MARK 6 IS A STANDARD FU3805'NGS DISK, STAMPED--FIBRE 2 NO 6 1983--, SET INTO THE TOP OF A ROUND FU3805'CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 15 CM ABOVE THE FU3805'GROUND. LOCATED 20 METERS (65.6 FT) SOUTH-SOUTHEAST FROM THE RIGHT OF FU3805'WAY FENCE CORNER, 11.05 METERS (36.25 FT) SOUTH-SOUTHWEST FROM A FU3805'WITNESS POST AT RM 5 AND 0.3 METER (1.0 FT) EAST FROM INTERSTATE FU3805'HIGHWAY 5 RIGHT OF WAY FENCE, LOWER THAN THE STATION. AZIMUTH MARK NO FU3805'2 IS A STANDARD NGS DISK, STAMPED--D 1017 RESET 1981, SET INTO THE TOP FU3805'OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER, PROJECTING 10 CM FU3805'ABOVE THE GROUND. LOCATED 0.5 METER (1.6 FT) WEST FROM A POWER POLE FU3805'WITH A 10 FOOT 0.5 METER (1.6 FT) EAST OF A WITNESS POST AND ABOUT 10 FU3805'METERS (32.8 FT) NORTH OF THE CENTER OF HIGHWAY 58. TO REACH THE FU3805'AZIMUTH MARK FROM THE STATION, GO WEST ON STATE HIGHWAY 58 0.7 KM FU3805'(0.45 MI) TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM THE FU3805'RAILROAD SIDING. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3807 *********************************************************************** FU3807 DESIGNATION - FIBRE 2 RM 5 FU3807 PID - FU3807 FU3807 STATE/COUNTY- CA/KERN FU3807 USGS QUAD - BUTTONWILLOW (1973) FU3807 FU3807 *CURRENT SURVEY CONTROL FU3807 ___________________________________________________________________ FU3807* NAD 83(1986)- 35 23 53. (N) 119 23 50. (W) SCALED FU3807* NAVD 88 - 89.69 (+/-2cm) 294.3 (feet) VERTCON FU3807 ___________________________________________________________________ FU3807 GEOID HEIGHT- -34.28 (meters) GEOID99 FU3807 FU3807 VERT ORDER - THIRD (See Below) FU3807 FU3807.The horizontal coordinates were scaled from a topographic map and have FU3807.an estimated accuracy of +/- 6 seconds. FU3807 FU3807.The NAVD 88 height was computed by applying the VERTCON shift value to FU3807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3807.The vertical order pertains to the superseded datum. FU3807 FU3807.The geoid height was determined by GEOID99. FU3807 FU3807; North East Units Estimated Accuracy FU3807;SPC CA 5 - 711,430. 1,873,080. MT (+/- 180 meters Scaled) FU3807 FU3807 SUPERSEDED SURVEY CONTROL FU3807 FU3807 NGVD 29 - 88.88 (m) 291.6 (f) RESET 3 FU3807 FU3807.Superseded values are not recommended for survey control. FU3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3807.See file dsdata.txt to determine how the superseded data were derived. FU3807 FU3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV822198(NAD 83) FU3807_MARKER: DR = REFERENCE MARK DISK FU3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3807_STAMPING: FIBRE 2 NO 5 1983 FU3807_MARK LOGO: NGS FU3807_MAGNETIC: N = NO MAGNETIC MATERIAL FU3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3807+STABILITY: SURFACE MOTION FU3807 FU3807 HISTORY - Date Condition Report By FU3807 HISTORY - 1983 MONUMENTED NGS FU3807 FU3807 STATION DESCRIPTION FU3807 FU3807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FU3807'4.3 MILES (6.9 KM) EAST ALONG STATE HIGHWAY 58 FROM MAIN STREET IN FU3807'BUTTONWILLOW, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE FU3807'HIGHWAY 58 AND INTERSTATE HIGHWAY 5, 51 FEET (15.5 M) EAST-SOUTHEAST FU3807'FROM THE RIGHT OF WAY FENCE CORNER, 3 FEET (0.9 M) WEST-NORTHWEST FU3807'FROM A WITNESS POST, 1 FOOT (0.3 M) SOUTH FROM THE EAST-WEST RIGHT OF FU3807'WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 20 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3806 *********************************************************************** FU3806 DESIGNATION - FIBRE 2 RM 6 FU3806 PID - FU3806 FU3806 STATE/COUNTY- CA/KERN FU3806 USGS QUAD - BUTTONWILLOW (1973) FU3806 FU3806 *CURRENT SURVEY CONTROL FU3806 ___________________________________________________________________ FU3806* NAD 83(1986)- 35 23 53. (N) 119 23 50. (W) SCALED FU3806* NAVD 88 - 89.74 (+/-2cm) 294.4 (feet) VERTCON FU3806 ___________________________________________________________________ FU3806 GEOID HEIGHT- -34.28 (meters) GEOID99 FU3806 FU3806 VERT ORDER - THIRD (See Below) FU3806 FU3806.The horizontal coordinates were scaled from a topographic map and have FU3806.an estimated accuracy of +/- 6 seconds. FU3806 FU3806.The NAVD 88 height was computed by applying the VERTCON shift value to FU3806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3806.The vertical order pertains to the superseded datum. FU3806 FU3806.The geoid height was determined by GEOID99. FU3806 FU3806; North East Units Estimated Accuracy FU3806;SPC CA 5 - 711,430. 1,873,080. MT (+/- 180 meters Scaled) FU3806 FU3806 SUPERSEDED SURVEY CONTROL FU3806 FU3806 NGVD 29 - 88.93 (m) 291.8 (f) RESET 3 FU3806 FU3806.Superseded values are not recommended for survey control. FU3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3806.See file dsdata.txt to determine how the superseded data were derived. FU3806 FU3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV822198(NAD 83) FU3806_MARKER: DR = REFERENCE MARK DISK FU3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3806_STAMPING: FIBRE 2 NO 6 1983 FU3806_MARK LOGO: NGS FU3806_MAGNETIC: N = NO MAGNETIC MATERIAL FU3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3806+STABILITY: SURFACE MOTION FU3806 FU3806 HISTORY - Date Condition Report By FU3806 HISTORY - 1983 MONUMENTED NGS FU3806 FU3806 STATION DESCRIPTION FU3806 FU3806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FU3806'4.3 MILES (6.9 KM) EAST ALONG STATE HIGHWAY 58 FROM MAIN STREET IN FU3806'BUTTONWILLOW, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE FU3806'HIGHWAY 58 AND INTERSTATE HIGHWAY 5, 65.6 FEET (20.0 M) FU3806'SOUTH-SOUTHEAST FROM THE RIGHT OF WAY FENCE CORNER, 36.2 FEET (11.0 FU3806'M) SOUTH-SOUTHWEST FROM A WITNESS POST AT RM 5 AND 1 FOOT (0.3 M) FU3806'EAST FROM THE NORTH-SOUTH RIGHT OF WAY FENCE, SET IN THE TOP OF A FU3806'CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1964 *********************************************************************** FU1964 DESIGNATION - FIBRE RM A FU1964 PID - FU1964 FU1964 STATE/COUNTY- CA/KERN FU1964 USGS QUAD - BUTTONWILLOW (1973) FU1964 FU1964 *CURRENT SURVEY CONTROL FU1964 ___________________________________________________________________ FU1964* NAD 83(1992)- 35 23 57.27924(N) 119 23 56.57144(W) ADJUSTED FU1964* NAVD 88 - 89.62 (+/-2cm) 294.0 (feet) VERTCON FU1964 ___________________________________________________________________ FU1964 EPOCH DATE - 1991.35 FU1964 LAPLACE CORR- 4.54 (seconds) DEFLEC99 FU1964 GEOID HEIGHT- -34.28 (meters) GEOID99 FU1964 FU1964 HORZ ORDER - FIRST FU1964 VERT ORDER - THIRD (See Below) FU1964 FU1964.The horizontal coordinates were established by classical geodetic methods FU1964.and adjusted by the National Geodetic Survey in June 1996. FU1964.The horizontal coordinates are valid at the epoch date displayed above. FU1964.The epoch date for horizontal control is a decimal equivalence FU1964.of Year/Month/Day. FU1964 FU1964.The NAVD 88 height was computed by applying the VERTCON shift value to FU1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1964.The vertical order pertains to the superseded datum. FU1964 FU1964.The Laplace correction was computed from DEFLEC99 derived deflections. FU1964 FU1964.The geoid height was determined by GEOID99. FU1964 FU1964; North East Units Scale Converg. FU1964;SPC CA 5 - 711,564.754 1,872,912.829 MT 0.99998600 -0 47 50.9 FU1964;SPC CA 5 - 2,334,525.36 6,144,714.84 sFT 0.99998600 -0 47 50.9 FU1964;UTM 11 - 3,919,962.291 282,130.455 MT 1.00018500 -1 23 24.9 FU1964 FU1964: Primary Azimuth Mark Grid Az FU1964:SPC CA 5 - LERDO RM 3 312 43 11.4 FU1964:UTM 11 - LERDO RM 3 313 18 45.4 FU1964 FU1964|---------------------------------------------------------------------| FU1964| PID Reference Object Distance Geod. Az | FU1964| dddmmss.s | FU1964| FU1966 FIBRE RM 3 27.714 METERS 06225 | FU1964| FU3681 LERDO RM 3 APPROX.16.2 KM 3115520.5 | FU1964|---------------------------------------------------------------------| FU1964 FU1964 SUPERSEDED SURVEY CONTROL FU1964 FU1964 NAD 83(1986)- 35 23 57.28061(N) 119 23 56.56478(W) AD(1984.00) 1 FU1964 NAD 27 - 35 23 57.41677(N) 119 23 53.15282(W) AD( ) 1 FU1964 NGVD 29 - 88.81 (m) 291.4 (f) RESET 3 FU1964 FU1964.Superseded values are not recommended for survey control. FU1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1964.See file dsdata.txt to determine how the superseded data were derived. FU1964 FU1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV8213019962(NAD 83) FU1964_MARKER: DS = TRIANGULATION STATION DISK FU1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1964_STAMPING: FIBRE A 1971 FU1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1964+STABILITY: SURFACE MOTION FU1964 FU1964 HISTORY - Date Condition Report By FU1964 HISTORY - 1971 MONUMENTED NGS FU1964 HISTORY - 1972 GOOD NGS FU1964 HISTORY - 19890615 MARK NOT FOUND NGS FU1964 FU1964 STATION DESCRIPTION FU1964 FU1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) FU1964'THE STATION IS LOCATED ABOUT 22 MILES WEST OF BAKERSFIELD, 4 FU1964'MILES WEST OF BUTTONWILLOW AND IN THE NORTHWEST ANGLE OF THE FU1964'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 58. FU1964' FU1964'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION OF FU1964'TRIANGULATION STATION FIBRE RM 3. FU1964' FU1964'THE STATION MARKS ARE STANDARD DISKS STAMPED FIBRE RM A 1971, FU1964'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FU1964'THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND FU1964'SURFACE. IT IS 117 FEET NORTHEAST OF CENTER OF STATE HIGHWAY 58, FU1964'AND 98 FEET WEST-NORTHWEST OF INTERSTATE HIGHWAY 5 RIGHT OF WAY FU1964'FENCE AND A METAL WITNESS POST WITH SIGN ATTACHED. AN FU1964'UNDERGROUND DISK WAS SET ABOUT 18 INCHES BELOW THE GROUND FU1964'SURFACE. FU1964' FU1964'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FIBRE FU1964'RM 3, THE DISTANCE NOTED BELOW IS REDUCED TO SEA LEVEL. FU1964 FU1964 STATION RECOVERY (1972) FU1964 FU1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 FU1964'3.8 MI E FROM BUTTONWILLOW. FU1964'3.85 MILES EAST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC FU1964'COMPANY STATION AT BUTTONWILLOW, IN THE SOUTHEAST QUADRANT OF FU1964'SECTION 16, R24E, T29S, IN THE NORTHWEST QUADRANT OF THE FU1964'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 58, FU1964'196.30 FEET NORTHWEST OF TRIANGULATION STATION FIBRE 1958, FU1964'118.0 FEET NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE FU1964'STATE HIGHWAY AND 99.0 FEET WEST OF A FENCE AND A METAL WITNESS FU1964'POST WITH SIGN ATTACHED. THE DISK IS SET IN THE TOP OF A 10 FU1964'INCHES IN DIAMETER CYLINDRICAL CONCRETE POST THAT IS FLUSH FU1964'WITH THE GROUND. FU1964 FU1964 STATION RECOVERY (1989) FU1964 FU1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FU1964'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9727 *********************************************************************** AA9727 DESIGNATION - G 1246 RESET AA9727 PID - AA9727 AA9727 STATE/COUNTY- CA/KERN AA9727 USGS QUAD - KEENE (1992) AA9727 AA9727 *CURRENT SURVEY CONTROL AA9727 ___________________________________________________________________ AA9727* NAD 83(1986)- 35 13 11. (N) 118 33 24. (W) SCALED AA9727* NAVD 88 - 826.58 (meters) 2711.9 (feet) RESET AA9727 ___________________________________________________________________ AA9727 GEOID HEIGHT- -30.93 (meters) GEOID99 AA9727 AA9727 VERT ORDER - THIRD AA9727 AA9727.The horizontal coordinates were scaled from a topographic map and have AA9727.an estimated accuracy of +/- 6 seconds. AA9727 AA9727.The orthometric height was computed from unverified reset data. AA9727 AA9727.The geoid height was determined by GEOID99. AA9727 AA9727; North East Units Estimated Accuracy AA9727;SPC CA 5 - 690,900. 1,949,320. MT (+/- 180 meters Scaled) AA9727 AA9727 SUPERSEDED SURVEY CONTROL AA9727 AA9727.No superseded survey control is available for this station. AA9727 AA9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU583985(NAD 83) AA9727_MARKER: DV = VERTICAL CONTROL DISK AA9727_SETTING: 66 = SET IN ROCK OUTCROP AA9727_STAMPING: G 1246 RESET 1991 AA9727_MARK LOGO: NGS AA9727_MAGNETIC: N = NO MAGNETIC MATERIAL AA9727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA9727+STABILITY: POSITION/ELEVATION WELL AA9727 AA9727 HISTORY - Date Condition Report By AA9727 HISTORY - 1992 MONUMENTED CADT AA9727 AA9727 STATION DESCRIPTION AA9727 AA9727'DESCRIBED BY CALTRANS 1992 (DH) AA9727'IN KEENE, 0.12 MILE (0.19 KM) SOUTH TO CALIFORNIA 58 FROM THE POST AA9727'OFFICE, 0.6 MILE (1.0 KM) EAST ALONG CALIFORNIA 58 TO THE TEHACHAPI AA9727'CREEK BRIDGE, 195 FEET (59.4 M) EAST ALONG CALIFORNIA 58 FROM EAST END AA9727'OF BRIDGE TO THE END OF A CUT BANK ROCK OUTCROP ON SOUTH SIDE OF THE AA9727'FREEWAY. POINT IS 5 FEET (1.5 M) HIGHER THAN FREEWAY. 84 FEET (25.6 AA9727'M) SOUTH OF THE MEDIAN CENTERLINE OF FREEWAY, 198 FEET (60.4 M) AA9727'SOUTHEAST OF THE SOUTHEAST END OF BRIDGE ABUTMENT OF EAST BOUND LANES, AA9727'247 NORTHEAST OF SOUTHERN PACIFIC RAILROAD BED OVER TEHACHAPI CREEK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH4827 *********************************************************************** AH4827 DESIGNATION - G 605 RESET AH4827 PID - AH4827 AH4827 STATE/COUNTY- CA/KERN AH4827 USGS QUAD - FRAZIER MTN (1991) AH4827 AH4827 *CURRENT SURVEY CONTROL AH4827 ___________________________________________________________________ AH4827* NAD 83(1986)- 34 49 15. (N) 118 58 29. (W) SCALED AH4827* NAVD 88 - 1541.07 (meters) 5056.0 (feet) RESET AH4827 ___________________________________________________________________ AH4827 GEOID HEIGHT- -31.20 (meters) GEOID99 AH4827 AH4827 VERT ORDER - THIRD AH4827 AH4827.The horizontal coordinates were scaled from a topographic map and have AH4827.an estimated accuracy of +/- 6 seconds. AH4827 AH4827.The orthometric height was computed from unverified reset data. AH4827 AH4827.The geoid height was determined by GEOID99. AH4827 AH4827; North East Units Estimated Accuracy AH4827;SPC CA 5 - 646,950. 1,910,830. MT (+/- 180 meters Scaled) AH4827 AH4827 SUPERSEDED SURVEY CONTROL AH4827 AH4827.No superseded survey control is available for this station. AH4827 AH4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU193549(NAD 83) AH4827_MARKER: DV = VERTICAL CONTROL DISK AH4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH4827_STAMPING: G 605 RESET 1977 AH4827_MARK LOGO: NGS AH4827_PROJECTION: FLUSH AH4827_MAGNETIC: N = NO MAGNETIC MATERIAL AH4827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4827+STABILITY: SURFACE MOTION AH4827 AH4827 HISTORY - Date Condition Report By AH4827 HISTORY - 1977 MONUMENTED CA-029 AH4827 AH4827 STATION DESCRIPTION AH4827 AH4827'DESCRIBED BY KERN COUNTY CALIFORNIA 1977 (GFH) AH4827'GO WEST 0.45 MILE (0.72 KM) ON MT. PINOS WAY FROM THE NEW FIRE AH4827'STATION IN FRAZIER PARK TO STOP SIGN. TURN RIGHT ONTO FRAZIER AH4827'MOUNTAIN PARK ROAD AND GO WESTERLY 0.25 MILE, (0.40 KM) 87 FEET (26.5 AH4827'M) NORTH OF CENTERLINE OF ROAD, 11 FEET (3.4 M) HIGHER THAN ROAD, 24 AH4827'FEET (7.3 M) NORTH OF TOP OF ROAD CUT, 10 FEET (3.0 M) SOUTHWEST OF AH4827'DIRT TRACK IN 10 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES WITH AH4827'STEEL. GUARD POST 2 FEET (0.6 M) EAST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9721 *********************************************************************** AA9721 DESIGNATION - G 991 RESET AA9721 PID - AA9721 AA9721 STATE/COUNTY- CA/KERN AA9721 USGS QUAD - RIO BRAVO (1973) AA9721 AA9721 *CURRENT SURVEY CONTROL AA9721 ___________________________________________________________________ AA9721* NAD 83(1986)- 35 23 54. (N) 119 19 22. (W) SCALED AA9721* NAVD 88 - 92.07 (meters) 302.1 (feet) RESET AA9721 ___________________________________________________________________ AA9721 GEOID HEIGHT- -34.05 (meters) GEOID99 AA9721 AA9721 VERT ORDER - THIRD AA9721 AA9721.The horizontal coordinates were scaled from a topographic map and have AA9721.an estimated accuracy of +/- 6 seconds. AA9721 AA9721.The orthometric height was computed from unverified reset data. AA9721 AA9721.The geoid height was determined by GEOID99. AA9721 AA9721; North East Units Estimated Accuracy AA9721;SPC CA 5 - 711,370. 1,879,840. MT (+/- 180 meters Scaled) AA9721 AA9721 SUPERSEDED SURVEY CONTROL AA9721 AA9721.No superseded survey control is available for this station. AA9721 AA9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV890196(NAD 83) AA9721_MARKER: DV = VERTICAL CONTROL DISK AA9721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA9721_STAMPING: G 991 RESET 1994 AA9721_MARK LOGO: NGS AA9721_MAGNETIC: N = NO MAGNETIC MATERIAL AA9721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9721+STABILITY: SURFACE MOTION AA9721 AA9721 HISTORY - Date Condition Report By AA9721 HISTORY - 1994 MONUMENTED LOCENG AA9721 AA9721 STATION DESCRIPTION AA9721 AA9721'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JKD) AA9721'8.1 MILES (13.0 KM) EAST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN AA9721'PACIFIC STATION IN BUTTONWILLOW AT THE SOUTHWEST CORNER OF SECTION 17, AA9721'T29S, R25E., MDM. 55.0 FEET (16.8 M) NORTH OF CENTERLINE OF HIGHWAY AA9721'58 AND 55 FEET (16.8 M) EAST OF WEST LINE OF SECTION 17 (CENTERLINE OF AA9721'CANNON DRIVE) , MONUMENT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3810 *********************************************************************** FU3810 DESIGNATION - H 1016 RESET FU3810 PID - FU3810 FU3810 STATE/COUNTY- CA/KERN FU3810 USGS QUAD - TUPMAN (1973) FU3810 FU3810 *CURRENT SURVEY CONTROL FU3810 ___________________________________________________________________ FU3810* NAD 83(1986)- 35 19 59. (N) 119 19 22. (W) SCALED FU3810* NAVD 88 - 91.71 (+/-2cm) 300.9 (feet) VERTCON FU3810 ___________________________________________________________________ FU3810 GEOID HEIGHT- -34.15 (meters) GEOID99 FU3810 FU3810 VERT ORDER - THIRD (See Below) FU3810 FU3810.The horizontal coordinates were scaled from a topographic map and have FU3810.an estimated accuracy of +/- 6 seconds. FU3810 FU3810.The NAVD 88 height was computed by applying the VERTCON shift value to FU3810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3810.The vertical order pertains to the superseded datum. FU3810 FU3810.The geoid height was determined by GEOID99. FU3810 FU3810; North East Units Estimated Accuracy FU3810;SPC CA 5 - 704,130. 1,879,740. MT (+/- 180 meters Scaled) FU3810 FU3810 SUPERSEDED SURVEY CONTROL FU3810 FU3810 NGVD 29 - 90.90 (m) 298.2 (f) RESET 3 FU3810 FU3810.Superseded values are not recommended for survey control. FU3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3810.See file dsdata.txt to determine how the superseded data were derived. FU3810 FU3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV888124(NAD 83) FU3810_MARKER: DV = VERTICAL CONTROL DISK FU3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3810_STAMPING: H 1016 RESET 1977 FU3810_MARK LOGO: NGS FU3810_MAGNETIC: N = NO MAGNETIC MATERIAL FU3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3810+STABILITY: SURFACE MOTION FU3810 FU3810 HISTORY - Date Condition Report By FU3810 HISTORY - 1977 MONUMENTED NGS FU3810 FU3810 STATION DESCRIPTION FU3810 FU3810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FU3810'14.0 MILES (22.5 KM) AIRLINE WEST-SOUTHWEST OF BAKERSFIELD, 10.0 FU3810'MILES (16.1 KM) AIRLINE SOUTHEAST OF BUTTONWILLOW, 6.5 MILES (10.5 FU3810'KM) SOUTHEAST OF THE INTERCHANGE OF INTERSTATE HIGHWAY 5 AND STATE FU3810'HIGHWAY 58, 1.5 MILES (2.4 KM) SOUTH OF THE INTERCHANGE OF THE FU3810'INTERSTATE AND STOCKDALE HIGHWAYS, 1.1 MILES (1.8 KM) WEST ALONG A FU3810'DIRT FARM ROAD AND CANAL FROM THE TENNACO LAND COMPANY OVERPASS FU3810'SPANNING THE INTERSTATE HIGHWAY, 68.0 FEET (20.7 M) EAST-SOUTHEAST OF FU3810'THE CENTER OF A T-ROAD JUNCTION OF BLADED FARM ROADS, 18.5 FEET (5.6 FU3810'M) SOUTH OF THE CENTER OF THE FARM ROAD PARALLELING THE CANAL, 14.0 FU3810'FEET (4.3 M) NORTH OF AN ELECTRIC IRRIGATION PUMP, 7.5 FEET (2.3 M) FU3810'WEST OF A 6 INCHES IN DIAMETER STEEL STANDPIPE, 5.5 FEET (1.7 M) FU3810'NORTHEAST OF A POWERLINE POLE WITH AN ELECTRIC METER AND 0.5 FOOT FU3810'(15.2 CM) EAST OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE FU3810'TOP OF A 10 INCHES IN DIAMETER CONCRETE POST THAT PROJECTS 5 INCHES FU3810'ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0649 *********************************************************************** FT0649 DESIGNATION - H 701 RESET FT0649 PID - FT0649 FT0649 STATE/COUNTY- CA/KERN FT0649 USGS QUAD - INYOKERN SE (1972) FT0649 FT0649 *CURRENT SURVEY CONTROL FT0649 ___________________________________________________________________ FT0649* NAD 83(1986)- 35 36 31. (N) 117 48 00. (W) SCALED FT0649* NAVD 88 - 772.25 (meters) 2533.6 (feet) RESET FT0649 ___________________________________________________________________ FT0649 GEOID HEIGHT- -30.48 (meters) GEOID99 FT0649 FT0649 VERT ORDER - THIRD FT0649 FT0649.The horizontal coordinates were scaled from a topographic map and have FT0649.an estimated accuracy of +/- 6 seconds. FT0649 FT0649.The orthometric height was computed from unverified reset data. FT0649 FT0649.The geoid height was determined by GEOID99. FT0649 FT0649; North East Units Estimated Accuracy FT0649;SPC CA 5 - 733,930. 2,018,120. MT (+/- 180 meters Scaled) FT0649 FT0649 SUPERSEDED SURVEY CONTROL FT0649 FT0649.No superseded survey control is available for this station. FT0649 FT0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV275408(NAD 83) FT0649_MARKER: DS = TRIANGULATION STATION DISK FT0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0649_STAMPING: H 701 1952 1973 FT0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0649+STABILITY: SURFACE MOTION FT0649 FT0649 HISTORY - Date Condition Report By FT0649 HISTORY - 1973 MONUMENTED NGS FT0649 HISTORY - 1973 GOOD NGS FT0649 FT0649 STATION DESCRIPTION FT0649 FT0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS) FT0649'THE ORIGINAL STATION MARK, A STANDARD C AND GS BENCH MARK, WAS FT0649'FOUND TO HAVE BEEN DESTROYED WHEN STRUCK BY A VEHICLE THAT HAD FT0649'MISSED THE CURVED HIGHWAY CROSSING OF THE RAILROAD. REFERENCE FT0649'MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD FT0649'CONDITION AND AS DESCRIBED IN 1952. A NEW STATION MARK WAS FT0649'ESTABLISHED AT THIS TIME. A NEW DESCRIPTION FOLLOWS-- FT0649' FT0649'THE STATION IS LOCATED 2.7 MILES SOUTH OF INYOKERN, UPON OPEN FT0649'BRUSH COVERED DESERT AND IN THE NORTHEAST QUADRANT OF THE DIAGONAL FT0649'CROSSING OF THE SOUTHERN PACIFIC RAILWAY AND THE FORMER U.S. FT0649'HIGHWAY 395 WHICH IS NOW NAMED RANDSBURG - INYOKERN ROAD. FT0649' FT0649'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET FT0649'(STATE HIGHWAY 178) AND THE RANDSBURG-INYOKERN ROAD IN INYOKERN, FT0649'DRIVE SOUTH ON THE ROAD PARALLEL WITH THE SOUTHERN PACIFIC FT0649'RAILWAY FOR 2.4 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE FT0649'SOUTH FOR 0.3 MILE TO A CROSSING OF THE RAILROAD AND THE STATION FT0649'ON THE LEFT. FT0649' FT0649'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD NGS FT0649'HORIZONTAL CONTROL STATION DISKS, EACH STAMPED H 701 1952 1973. FT0649'THE UNDERGROUND-STATION DISK IS SET IN THE TOP OF A MASS OF FT0649'CONCRETE 3 FEET BELOW THE GROUND SURFACE. THE SURFACE-STATION FT0649'DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL FT0649'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND FT0649'SURFACE. THE STATION IS 53.0 FEET EAST OF THE CENTER OF THE FT0649'RAILROAD CROSSING, 47.7 FEET EAST-SOUTHEAST OF THE EAST RAIL FT0649'OF THE RAILWAY AND 4.0 FEET NORTH-NORTHEAST OF A METAL FT0649'WITNESS POST WITH A SIGN ATTACHED. FT0649' FT0649'REFERENCE MARK 1, STAMPED H 701 NO 1 1952 BM, IS A STANDARD FT0649'C AND GS REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE FT0649'MONUMENT THAT IS 12 INCHES SQUARE AT THE TOP AND PROJECTS 6 FT0649'INCHES ABOVE THE GROUND SURFACE. IT IS 66 FEET NORTHEAST OF FT0649'THE RAILROAD CROSSING, 45.1 FEET EAST-SOUTHEAST OF THE EAST RAIL FT0649'OF THE RAILWAY AND ABOUT THE SAME ELEVATION AS THE STATION. FT0649' FT0649'REFERENCE MARK 2, STAMPED BM H 701 NO 2 1952, IS A STANDARD FT0649'C AND GS DISK SET IN THE TOP OF A 12 INCHES SQUARE CONCRETE FT0649'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 68.5 FT0649'FEET EAST-NORTHEAST OF THE RAILROAD CROSSING, 67.8 FEET FT0649'EAST-SOUTHEAST OF THE EAST RAIL OF THE RAILWAY AND 1.5 FEET FT0649'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED. FT0649' FT0649'THE AZIMUTH MARK IS A STANDARD C AND GS AZIMUTH DISK STAMPED, FT0649'BM H 701 1952, SET IN THE TOP OF A CONCRETE POST THAT IS 12 FT0649'INCHES SQUARE AT THE TOP AND PROJECTS 6 INCHES ABOVE THE FT0649'GROUND SURFACE. IT IS 104 FEET EAST OF THE CENTER OF THE FT0649'RANDSBURG-INYOKERN ROAD, 44.2 FEET WEST OF THE WEST RAIL FT0649'OF THE SOUTHERN PACIFIC RAILWAY AND 3.0 FEET SOUTH OF A METAL FT0649'WITNESS POST WITH SIGN ATTACHED. FT0649' FT0649'NOTE--A LEVEL CONNECTION WAS MADE BETWEEN REFERENCE MARKS 1 FT0649'AND 2 AND THE RE-ESTABLISHED STATION MARK. FT0649 FT0649 STATION RECOVERY (1973) FT0649 FT0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 FT0649'2.7 MI S FROM INYOKERN. FT0649'2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILWAY AND THE FT0649'RANDSBURG-INYOKERN ROAD FROM THE RAILWAY STATION IN INYOKERN, FT0649'IN THE NORTH EAST QUADRANT OF THE DIAGONAL CROSSING OF THE FT0649'ROAD AND RAILWAY, 53 FEET EAST OF THE CENTER OF THE RAILWAY FT0649'CROSSING, 47.7 FEET EAST-SOUTHEAST OF THE EAST RAIL OF THE FT0649'RAILWAY, AND 4.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST FT0649'WITH SIGN ATTACHED. THE DISK IS SET IN THE TOP OF A 12 INCHES FT0649'IN DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU0367 *********************************************************************** FU0367 DESIGNATION - K 292 RESET 1951 FU0367 PID - FU0367 FU0367 STATE/COUNTY- CA/KERN FU0367 USGS QUAD - WELDON (1994) FU0367 FU0367 *CURRENT SURVEY CONTROL FU0367 ___________________________________________________________________ FU0367* NAD 83(1986)- 35 39 06. (N) 118 21 10. (W) SCALED FU0367* NAVD 88 - 800.97 (+/-2cm) 2627.8 (feet) VERTCON FU0367 ___________________________________________________________________ FU0367 GEOID HEIGHT- -29.82 (meters) GEOID99 FU0367 FU0367 VERT ORDER - THIRD (See Below) FU0367 FU0367.The horizontal coordinates were scaled from a topographic map and have FU0367.an estimated accuracy of +/- 6 seconds. FU0367 FU0367.The NAVD 88 height was computed by applying the VERTCON shift value to FU0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU0367.The vertical order pertains to the superseded datum. FU0367 FU0367.The geoid height was determined by GEOID99. FU0367 FU0367; North East Units Estimated Accuracy FU0367;SPC CA 5 - 738,740. 1,968,050. MT (+/- 180 meters Scaled) FU0367 FU0367 SUPERSEDED SURVEY CONTROL FU0367 FU0367 NGVD 29 - 800.03 (m) 2624.8 (f) RESET 3 FU0367 FU0367.Superseded values are not recommended for survey control. FU0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU0367.See file dsdata.txt to determine how the superseded data were derived. FU0367 FU0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV775461(NAD 83) FU0367_MARKER: DB = BENCH MARK DISK FU0367_SETTING: 30 = CULVERT FU0367_STAMPING: K 292 RESET 1951 FU0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU0367 FU0367 HISTORY - Date Condition Report By FU0367 HISTORY - 1951 MONUMENTED CGS FU0367 FU0367 STATION DESCRIPTION FU0367 FU0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 FU0367'3.8 MI W FROM WELDON. FU0367'3.8 MILES WEST ALONG STATE HIGHWAY 178 FROM WELDON, KERN COUNTY, FU0367'AT A BOX CULVERT AT SURVEY STATION 489 PLUS 50, AND IN THE FU0367'SOUTHWEST CORNER OF THE SOUTH WING WALL. A STANDARD DISK, STAMPED FU0367'K 292 RESET 1951. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW0877 *********************************************************************** EW0877 DESIGNATION - L 1146 RESET 1968 EW0877 PID - EW0877 EW0877 STATE/COUNTY- CA/KERN EW0877 USGS QUAD - ROSAMOND (1973) EW0877 EW0877 *CURRENT SURVEY CONTROL EW0877 ___________________________________________________________________ EW0877* NAD 83(1986)- 34 51 10. (N) 118 10 01. (W) SCALED EW0877* NAVD 88 - 707.81 (+/-2cm) 2322.2 (feet) VERTCON EW0877 ___________________________________________________________________ EW0877 GEOID HEIGHT- -32.07 (meters) GEOID99 EW0877 EW0877 VERT ORDER - THIRD (See Below) EW0877 EW0877.The horizontal coordinates were scaled from a topographic map and have EW0877.an estimated accuracy of +/- 6 seconds. EW0877 EW0877.The NAVD 88 height was computed by applying the VERTCON shift value to EW0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW0877.The vertical order pertains to the superseded datum. EW0877 EW0877.The geoid height was determined by GEOID99. EW0877 EW0877; North East Units Estimated Accuracy EW0877;SPC CA 5 - 650,070. 1,984,730. MT (+/- 180 meters Scaled) EW0877 EW0877 SUPERSEDED SURVEY CONTROL EW0877 EW0877 NGVD 29 - 706.98 (m) 2319.5 (f) RESET 3 EW0877 EW0877.Superseded values are not recommended for survey control. EW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0877.See file dsdata.txt to determine how the superseded data were derived. EW0877 EW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU933573(NAD 83) EW0877_MARKER: DB = BENCH MARK DISK EW0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW0877_STAMPING: L 1146 1961 RESET 1968 EW0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW0877+STABILITY: SURFACE MOTION EW0877 EW0877 HISTORY - Date Condition Report By EW0877 HISTORY - 1968 MONUMENTED CGS EW0877 EW0877 STATION DESCRIPTION EW0877 EW0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EW0877'0.6 MI S FROM ROSAMOND. EW0877'0.2 MILE WEST ALONG CENTER STREET FROM THE POST OFFICE IN ROSAMOND, EW0877'THENCE 0.5 MILE SOUTH ALONG 20TH STREET WEST TO SOUTH DRIVE WAY EW0877'OF 2222 MR TUNNELLS YARD, 25 FEET EAST OF THE APPROXIMATE CENTERLINE EW0877'OF 20TH STREET, 11 FEET NORTH OF THE NORTH EDGE OF THE DRIVEWAY, EW0877'10.4 FEET NORTH OF NORTH GATE POST, 3.4 FEET NORTH OF POWER POLE, EW0877'1.2 FEET SOUTH OF METAL WITNESS POST WITH SIGN AND SET IN THE TOP EW0877'OF A CONCRETE POST THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE EW0877'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0610 *********************************************************************** FT0610 DESIGNATION - L 289 RESET FT0610 PID - FT0610 FT0610 STATE/COUNTY- CA/KERN FT0610 USGS QUAD - EL PASO PEAKS (1973) FT0610 FT0610 *CURRENT SURVEY CONTROL FT0610 ___________________________________________________________________ FT0610* NAD 83(1986)- 35 23 49. (N) 117 39 22. (W) SCALED FT0610* NAVD 88 - 948.77 (meters) 3112.8 (feet) RESET FT0610 ___________________________________________________________________ FT0610 GEOID HEIGHT- -30.73 (meters) GEOID99 FT0610 FT0610 VERT ORDER - THIRD FT0610 FT0610.The horizontal coordinates were scaled from a topographic map and have FT0610.an estimated accuracy of +/- 6 seconds. FT0610 FT0610.The orthometric height was computed from unverified reset data. FT0610 FT0610.The geoid height was determined by GEOID99. FT0610 FT0610; North East Units Estimated Accuracy FT0610;SPC CA 5 - 710,480. 2,031,240. MT (+/- 180 meters Scaled) FT0610 FT0610 SUPERSEDED SURVEY CONTROL FT0610 FT0610.No superseded survey control is available for this station. FT0610 FT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV404172(NAD 83) FT0610_MARKER: DD = SURVEY DISK FT0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0610_STAMPING: L 289 RESET 1972 FT0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0610+STABILITY: SURFACE MOTION FT0610 FT0610 HISTORY - Date Condition Report By FT0610 HISTORY - 1972 MONUMENTED CADH FT0610 FT0610 STATION DESCRIPTION FT0610 FT0610'DESCRIBED BY CA DIV OF HIGHWAYS 1972 FT0610'8.4 MI SW FROM SEARLES. FT0610'6.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FT0610'FROM THE STATION SIGN AT SEARLES, THENCE 2 MILES SOUTH ALONG FT0610'U.S. HIGHWAY 395, 133 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, FT0610'3 FEET EAST OF A METAL WITNESS POST AND 2.5 FEET HIGHER THAN THE FT0610'HIGHWAY. IT IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE FT0610'GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT1614 *********************************************************************** FT1614 DESIGNATION - L 291 RESET FT1614 PID - FT1614 FT1614 STATE/COUNTY- CA/KERN FT1614 USGS QUAD - RIDGECREST NORTH (1973) FT1614 FT1614 *CURRENT SURVEY CONTROL FT1614 ___________________________________________________________________ FT1614* NAD 83(1986)- 35 39 06. (N) 117 44 25. (W) SCALED FT1614* NAVD 88 - 724.97 (meters) 2378.5 (feet) RESET FT1614 ___________________________________________________________________ FT1614 GEOID HEIGHT- -30.48 (meters) GEOID99 FT1614 FT1614 VERT ORDER - THIRD FT1614 FT1614.The horizontal coordinates were scaled from a topographic map and have FT1614.an estimated accuracy of +/- 6 seconds. FT1614 FT1614.The orthometric height was computed from unverified reset data. FT1614.No vertical observational check was made to the station. FT1614 FT1614.The geoid height was determined by GEOID99. FT1614 FT1614; North East Units Estimated Accuracy FT1614;SPC CA 5 - 738,720. 2,023,520. MT (+/- 180 meters Scaled) FT1614 FT1614 SUPERSEDED SURVEY CONTROL FT1614 FT1614 NGVD 29 - 724.14 (m) 2375.8 (f) RESET 3 FT1614 FT1614.Superseded values are not recommended for survey control. FT1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT1614.See file dsdata.txt to determine how the superseded data were derived. FT1614 FT1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV329455(NAD 83) FT1614_MARKER: DV = VERTICAL CONTROL DISK FT1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT1614_STAMPING: L 291 RESET 1983 FT1614_MARK LOGO: NGS FT1614_MAGNETIC: N = NO MAGNETIC MATERIAL FT1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FT1614 FT1614 HISTORY - Date Condition Report By FT1614 HISTORY - 1983 MONUMENTED CADT FT1614 FT1614 STATION DESCRIPTION FT1614 FT1614'DESCRIBED BY CALTRANS 1983 FT1614'4.05 MILES (6.52 KM) EAST ALONG STATE HIGHWAY 178 FROM THE POST FT1614'OFFICE IN INYOKERN, 235 FEET (71.6 M) NORTHWEST OF THE COMMON CORNER FT1614'TO SECTIONS 23, 24, 25, AND 26, 110 FEET (33.5 M) NORTH OF THE FT1614'CENTERLINE OF STATE HIGHWAY 178 ACROSS FROM THE LANE HAVEN TRAILER FT1614'PARK AND 23 FEET (7.0 M) EAST OF A DIRT ROAD LEADING NORTH ONTO THE FT1614'CHINA LAKE NAVAL WEAPONS CENTER, SET METAL WITNESS POST 3 FEET (0.9 FT1614'M) SOUTH OF MARKER. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3820 *********************************************************************** FU3820 DESIGNATION - L 948 RESET FU3820 PID - FU3820 FU3820 STATE/COUNTY- CA/KERN FU3820 USGS QUAD - WASCO SW (1973) FU3820 FU3820 *CURRENT SURVEY CONTROL FU3820 ___________________________________________________________________ FU3820* NAD 83(1986)- 35 36 06. (N) 119 22 33. (W) SCALED FU3820* NAVD 88 - 91.42 (+/-2cm) 299.9 (feet) VERTCON FU3820 ___________________________________________________________________ FU3820 GEOID HEIGHT- -33.90 (meters) GEOID99 FU3820 FU3820 VERT ORDER - THIRD (See Below) FU3820 FU3820.The horizontal coordinates were scaled from a topographic map and have FU3820.an estimated accuracy of +/- 6 seconds. FU3820 FU3820.The NAVD 88 height was computed by applying the VERTCON shift value to FU3820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3820.The vertical order pertains to the superseded datum. FU3820 FU3820.The geoid height was determined by GEOID99. FU3820 FU3820; North East Units Estimated Accuracy FU3820;SPC CA 5 - 733,990. 1,875,330. MT (+/- 180 meters Scaled) FU3820 FU3820 SUPERSEDED SURVEY CONTROL FU3820 FU3820 NGVD 29 - 90.64 (m) 297.4 (f) RESET 3 FU3820 FU3820.Superseded values are not recommended for survey control. FU3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3820.See file dsdata.txt to determine how the superseded data were derived. FU3820 FU3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV847423(NAD 83) FU3820_MARKER: DV = VERTICAL CONTROL DISK FU3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3820_STAMPING: L 948 RESET 1990 FU3820_MARK LOGO: NGS FU3820_MAGNETIC: N = NO MAGNETIC MATERIAL FU3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3820+STABILITY: SURFACE MOTION FU3820 FU3820 HISTORY - Date Condition Report By FU3820 HISTORY - 1990 MONUMENTED CA-029 FU3820 FU3820 STATION DESCRIPTION FU3820 FU3820'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3820'2.4 MILES (3.9 KM) WEST ALONG HIGHWAY 46 FROM THE INTERSECTION OF F FU3820'STREET IN WASCO, AT THE INTERSECTION OF WESTERN AVENUE TO FU3820'NORTH-SOUTH, 196 FEET (59.7 M) NORTH OF ORIGINAL STATION, 227 FEET FU3820'(69.2 M) NORTH OF CENTERLINE OF HIGHWAY, 24.5 FEET (7.5 M) WEST OF FU3820'CENTERLINE OF WESTERN AVENUE, 18.5 FEET (5.6 M) SOUTHEAST OF 6 INCH FU3820'STEEL VENT PIPE, 3 FEET (0.9 M) SOUTH OF POWER POLE IN NORTH-SOUTH FU3820'IRRIGATION LINE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2776 *********************************************************************** FU2776 DESIGNATION - LOST 2 FU2776 PID - FU2776 FU2776 STATE/COUNTY- CA/KERN FU2776 USGS QUAD - LOST HILLS NW (1973) FU2776 FU2776 *CURRENT SURVEY CONTROL FU2776 ___________________________________________________________________ FU2776* NAD 83(1986)- 35 40 00. (N) 119 41 22. (W) SCALED FU2776* NAVD 88 - 74.82 (+/-2cm) 245.5 (feet) VERTCON FU2776 ___________________________________________________________________ FU2776 GEOID HEIGHT- -34.73 (meters) GEOID99 FU2776 FU2776 VERT ORDER - THIRD (See Below) FU2776 FU2776.The horizontal coordinates were scaled from a topographic map and have FU2776.an estimated accuracy of +/- 6 seconds. FU2776 FU2776.The NAVD 88 height was computed by applying the VERTCON shift value to FU2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2776.The vertical order pertains to the superseded datum. FU2776 FU2776.The geoid height was determined by GEOID99. FU2776 FU2776; North East Units Estimated Accuracy FU2776;SPC CA 5 - 741,640. 1,847,040. MT (+/- 180 meters Scaled) FU2776 FU2776 SUPERSEDED SURVEY CONTROL FU2776 FU2776 NGVD 29 - 74.08 (m) 243.0 (f) RESET 3 FU2776 FU2776.Superseded values are not recommended for survey control. FU2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2776.See file dsdata.txt to determine how the superseded data were derived. FU2776 FU2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV565503(NAD 83) FU2776_MARKER: DS = TRIANGULATION STATION DISK FU2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2776_STAMPING: LOST 2 1969 FU2776_MARK LOGO: CGS FU2776_MAGNETIC: N = NO MAGNETIC MATERIAL FU2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2776+STABILITY: SURFACE MOTION FU2776 FU2776 HISTORY - Date Condition Report By FU2776 HISTORY - 1969 MONUMENTED CGS FU2776 HISTORY - 1969 GOOD CGS FU2776 HISTORY - 1971 GOOD NGS FU2776 HISTORY - 1971 SEE DESCRIPTION NGS FU2776 HISTORY - 1979 SEE DESCRIPTION NGS FU2776 FU2776 STATION DESCRIPTION FU2776 FU2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) FU2776'THE STATION IS LOCATED 3-1/2 MILES NORTH OF LOST HILLS, ABOUT 100 FU2776'YARDS NORTHEAST OF THE FUTURE CENTER OF THE INTERSTATE HIGHWAY-LOST FU2776'HILLS ROAD OVERPASS, ON THE NORTH SIDE OF AN EAST-WEST FENCE, AND FU2776'ON PRIVATE PROPERTY ALONG THE EAST SIDE OF THE EAST FRONTAGE ROAD FU2776'TO BE CONSTRUCTED ALONG LOST HILLS ROAD FOR FARM ACCESS. FU2776' FU2776'TO REACH THE STATION FROM THE POST OFFICE AT LOST HILLS, DRIVE FU2776'EAST ON STATE HIGHWAY 46 FOR 0.15 MILE. TURN LEFT AND DRIVE NORTH FU2776'ON LOST HILLS ROAD FOR 3.0 MILES TO A T-INTERSECTION OF FENCES ON FU2776'THE WEST SIDE OF THE ROAD AND THE AZIMUTH MARK. CONTINUE NORTH ON FU2776'THE ROAD FOR 0.5 MILE TO A T-INTERSECTION OF FENCES ON THE EAST FU2776'SIDE OF THE ROAD, A FARM ENTRANCE ROAD AND GATE, AND THE FU2776'STATION. FU2776' FU2776'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED FU2776'LOST 2 1969. THE SURFACE DISK IS ALSO STAMPED B.M. RESET. THE FU2776'SURFACE STATION MARK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER FU2776'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT FU2776'IS 24.0 FEET EAST OF THE CENTER OF LOST HILLS ROAD, 2.5 FEET FU2776'NORTH OF AN EAST-WEST FENCE, AND 2.5 FEET SOUTH-SOUTHEAST OF A FU2776'METAL WITNESS POST WITH SIGN. FU2776' FU2776'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOST NO 2 1958, SET FU2776'IN THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE AT THE TOP FU2776'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS AT THE FU2776'EAST END OF A WIRE GATE, 63.5 FEET EAST OF THE CENTER OF LOST FU2776'HILLS ROAD AND 1.0 FOOT NORTH OF THE EAST GATE POST. FU2776' FU2776'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOST 2 NO. 3 1969, FU2776'SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL CONCRETE POST FU2776'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 23.0 FEET FU2776'EAST OF THE FUTURE CENTER OF THE EAST LOST HILLS FRONTAGE ROAD, FU2776'0.8 FOOT NORTHEAST OF A METAL WITNESS POST AND ABOUT 1-1/2 FEET FU2776'LOWER IN ELEVATION THAN THE STATION MARK. FU2776' FU2776'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LOST 1958, SET IN FU2776'THE TOP OF A 10-INCHES SQUARE CONCRETE POST THAT PROJECTS 2 INCHES FU2776'ABOVE THE GROUND SURFACE. IT IS 27.0 FEET WEST OF THE CENTER OF FU2776'LOST HILLS ROAD AND 1.0 FOOT EAST OF THE T-INTERSECTION OF THE FU2776'WEST RIGHT-OF-WAY FENCE WITH AN EAST-WEST FENCE. FU2776 FU2776 STATION RECOVERY (1969) FU2776 FU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 FU2776'3.5 MI N FROM LOST HILLS. FU2776'3.5 MILES NORTH ALONG LOST HILLS ROAD FROM LOST HILLS, IN R21E, FU2776'T26S, 14S, ABOUT 100 YARDS NORTHEAST OF THE FUTURE CENTER OF THE FU2776'INTERSECTION OF THE INTERSTATE HIGHWAY 5 - LOST HILLS ROAD OVERPASS, FU2776'24.0 FEET EAST OF THE CENTER OF LOST HILLS ROAD WHICH EVENTUALLY FU2776'WILL BECOME AN EAST FRONTAGE ROAD FOR FARM ACCESS, 2.5 FEET NORTH FU2776'OF AN EAST-WEST FENCE, AND 2.5 FEET SOUTH-SOUTHEAST OF A METAL FU2776'WITNESS POST WITH SIGN ATTACHED. THE DISK IS SET IN THE TOP OF FU2776'A 12 INCHES IN DIAMETER CONCRETE POST THAT PROJECTS 2 INCHES ABOVE FU2776'THE GROUND SURFACE. FU2776 FU2776 STATION RECOVERY (1971) FU2776 FU2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 FU2776'RECOVERED IN GOOD CONDITION. FU2776 FU2776 STATION RECOVERY (1971) FU2776 FU2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) FU2776'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH MARK FU2776'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE STEM OF WHAT FU2776'WAS CONFIRMED TO BE LOST 1958 WAS RECOVERED. THE DIRECTION TO ALL FU2776'THE MARKS COMPARED FAVORABLY WITH THE 1969 OBSERVATIONS. THE FU2776'DISTANCES TO REFERENCE MARK 3 AND LOST 1958 COMPARED FAVORABLY FU2776'WITH THE 1969 DATA. A LONGER DISTANCE OF 0.013 METER TO FU2776'REFERENCE MARK 2 WAS NOTED AND VERIFIED. A COMPLETE NEW FU2776'DESCRIPTION FOLLOWS-- FU2776' FU2776'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF LOST HILLS, AT FU2776'THE SOUTHEAST CORNER OF THE LOST HILLS ROAD OVERPASS ON INTERSTATE FU2776'HIGHWAY 5 AND ON PROPERTY OWNED BY MR. OBIE HANKINS, 5255 FU2776'MONTECILE DRIVE, BAKERSFIELD, CALIFORNIA, PHONE NUMBER 871-4190. FU2776' FU2776'TO REACH THE STATION FROM THE POST OFFICE IN LOST HILLS GO EAST FU2776'ON STATE HIGHWAY 46 FOR 0.2 MILE TO THE INTERSECTION OF LOST FU2776'HILLS ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON LOST HILLS ROAD FU2776'FOR 3.1 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE NORTH FU2776'ON LOST HILLS ROAD FOR 0.6 MILE TO THE EAST END OF THE OVERPASS FU2776'OVER INTERSTATE HIGHWAY 5 AND A SIDE ROAD RIGHT. TURN SHARP FU2776'RIGHT AND GO SOUTH ON OLD LOST HILLS ROAD FOR 0.2 MILE TO THE FU2776'STATION ON THE LEFT AT THE END OF THE SURFACED ROAD. FU2776' FU2776'THE STATION MARK IS A STANDARD DISK STAMPED LOST 2 B M RESET 1969, FU2776'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN FU2776'DIAMETER AND FLUSH WITH THE GROUND SURFACE. IT IS 41 FEET EAST FU2776'OF A FENCE CORNER POST, 34 FEET EAST OF THE CENTER OF A SURFACED FU2776'ROAD, 2.5 FEET NORTH OF A FENCE AND 2.5 FEET SOUTH OF A METAL FU2776'WITNESS POST WITH SIGN. FU2776' FU2776'THE STEM OF LOST 1958 WAS FOUND, SET IN THE TOP OF A 12 INCH FU2776'SQUARE CONCRETE MONUMENT THAT HAS BEEN BROKEN OFF. IT IS 23.5 FU2776'FEET WEST OF A METAL WITNESS POST WITH SIGN, 19 FEET EAST-NORTHEAST FU2776'OF A FENCE CORNER POST AND 12 FEET EAST OF THE CENTER OF A FU2776'SURFACED ROAD. FU2776' FU2776'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOST NO 2 1958, FU2776'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS FU2776'4 INCHES ABOVE THE GROUND SURFACE. IT IS 77 FEET SOUTHEAST FU2776'OF A METAL WITNESS POST WITH SIGN, 40 FEET EAST OF A METAL FU2776'WITNESS POST WITH SIGN AND 1 FOOT NORTH OF A FENCE. NOTE 11A FU2776' FU2776'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LOST 2 NO 3 1969, FU2776'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN FU2776'DIAMETER AND FLUSH WITH THE GROUND SURFACE. IT IS 64 FEET NORTH FU2776'OF A METAL WITNESS POST WITH SIGN, 32 FEET EAST OF THE CENTER OF FU2776'THE SURFACED ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST FU2776'WITH SIGN. NOTE 11B FU2776' FU2776'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOST 1958, SET IN FU2776'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND FU2776'SURFACE. IT IS 31 FEET WEST OF THE CENTER OF LOST HILLS ROAD FU2776'AND 1.5 FEET EAST OF A FENCE POST. NOTE 16A FU2776' FU2776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN FU2776'3.5 MILES NORTH OF LOST HILLS. FU2776 FU2776 STATION RECOVERY (1979) FU2776 FU2776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) FU2776'STATION SURFACE MARK WAS FOUND DESTROYED. REFERENCE MARK 4 AND 5 FU2776'AND AZIMUTH MARK RECOVERED IN GOOD CONDITION. THE SURFACE MARK FU2776'FOR STATION LOST 1958 WAS FOUND DESTROYED, A NEW SURFACE MARK FOR FU2776'BOTH STATIONS AND REFERENCE MARK 6 WERE ESTABLISHED AT THIS TIME. FU2776'SEE LOST 2 RESET. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2777 *********************************************************************** FU2777 DESIGNATION - LOST 2 RM 3 FU2777 PID - FU2777 FU2777 STATE/COUNTY- CA/KERN FU2777 USGS QUAD - LOST HILLS NW (1973) FU2777 FU2777 *CURRENT SURVEY CONTROL FU2777 ___________________________________________________________________ FU2777* NAD 83(1986)- 35 40 00. (N) 119 41 22. (W) SCALED FU2777* NAVD 88 - 74.45 (+/-2cm) 244.3 (feet) VERTCON FU2777 ___________________________________________________________________ FU2777 GEOID HEIGHT- -34.73 (meters) GEOID99 FU2777 FU2777 VERT ORDER - THIRD (See Below) FU2777 FU2777.The horizontal coordinates were scaled from a topographic map and have FU2777.an estimated accuracy of +/- 6 seconds. FU2777 FU2777.The NAVD 88 height was computed by applying the VERTCON shift value to FU2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2777.The vertical order pertains to the superseded datum. FU2777 FU2777.The geoid height was determined by GEOID99. FU2777 FU2777; North East Units Estimated Accuracy FU2777;SPC CA 5 - 741,640. 1,847,040. MT (+/- 180 meters Scaled) FU2777 FU2777 SUPERSEDED SURVEY CONTROL FU2777 FU2777 NGVD 29 - 73.71 (m) 241.8 (f) RESET 3 FU2777 FU2777.Superseded values are not recommended for survey control. FU2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2777.See file dsdata.txt to determine how the superseded data were derived. FU2777 FU2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV565503(NAD 83) FU2777_MARKER: DR = REFERENCE MARK DISK FU2777_SETTING: 0 = UNSPECIFIED SETTING FU2777_STAMPING: LOST 2 NO 3 1969 FU2777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU2777 FU2777 HISTORY - Date Condition Report By FU2777 HISTORY - 1969 MONUMENTED CGS FU2777 FU2777 STATION DESCRIPTION FU2777 FU2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU2777'3.5 MI N FROM LOST HILLS. FU2777'3.5 MILES NORTH ALONG LOST HILLS ROAD FROM LOST HILLS, IN R21E, FU2777'T26S, 14S, ABOUT 100 YARDS NORTHEAST OF THE FUTURE CENTER OF THE FU2777'INTERSECTION OF INTERSTATE HIGHWAY 5 AND LOST HILLS ROAD OVERPASS, FU2777'23.0 FEET EAST OF THE CENTER OF LOST HILLS ROAD WHICH WILL FU2777'EVENTUALLY BECOME AN EAST FRONTAGE ROAD FOR FARM ACCESS, 66.09 FU2777'FEET NORTH OF TRIANGULATION STATION LOST 2, AND 0.8 FOOT NORTHEAST FU2777'OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2814 *********************************************************************** FU2814 DESIGNATION - MID 2 FU2814 PID - FU2814 FU2814 STATE/COUNTY- CA/KERN FU2814 USGS QUAD - LOST HILLS NW (1973) FU2814 FU2814 *CURRENT SURVEY CONTROL FU2814 ___________________________________________________________________ FU2814* NAD 83(1992)- 35 43 55.65375(N) 119 44 29.62552(W) ADJUSTED FU2814* NAVD 88 - 67.96 (+/-2cm) 223.0 (feet) VERTCON FU2814 ___________________________________________________________________ FU2814 EPOCH DATE - 1991.35 FU2814 LAPLACE CORR- 1.06 (seconds) DEFLEC99 FU2814 GEOID HEIGHT- -34.73 (meters) GEOID99 FU2814 FU2814 HORZ ORDER - THIRD FU2814 VERT ORDER - THIRD (See Below) FU2814 FU2814.The horizontal coordinates were established by classical geodetic methods FU2814.and adjusted by the National Geodetic Survey in June 1996. FU2814.The horizontal coordinates are valid at the epoch date displayed above. FU2814.The epoch date for horizontal control is a decimal equivalence FU2814.of Year/Month/Day. FU2814 FU2814.The NAVD 88 height was computed by applying the VERTCON shift value to FU2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2814.The vertical order pertains to the superseded datum. FU2814 FU2814.The Laplace correction was computed from DEFLEC99 derived deflections. FU2814 FU2814.The geoid height was determined by GEOID99. FU2814 FU2814; North East Units Scale Converg. FU2814;SPC CA 5 - 748,979.735 1,842,442.036 MT 1.00006866 -0 59 33.8 FU2814;SPC CA 5 - 2,457,277.68 6,044,745.25 sFT 1.00006866 -0 59 33.8 FU2814;UTM 11 - 3,957,703.914 252,046.226 MT 1.00035767 -1 36 06.8 FU2814 FU2814: Primary Azimuth Mark Grid Az FU2814:SPC CA 5 - MID AZ MK 090 55 05.8 FU2814:UTM 11 - MID AZ MK 091 31 38.8 FU2814 FU2814|---------------------------------------------------------------------| FU2814| PID Reference Object Distance Geod. Az | FU2814| dddmmss.s | FU2814| FU2815 MID 2 RM 3 15.737 METERS 00701 | FU2814| FU3706 SHELL MID PUMPING STA STACK APPROX. 1.1 KM 0344153.8 | FU2814| FU2789 MID AZ MK 0895532.0 | FU2814| FU2816 MID 2 RM 4 14.248 METERS 27929 | FU2814|---------------------------------------------------------------------| FU2814 FU2814 SUPERSEDED SURVEY CONTROL FU2814 FU2814 NAD 83(1992)- 35 43 55.65541(N) 119 44 29.62585(W) AD(1991.35) 3 FU2814 NAD 83(1986)- 35 43 55.65203(N) 119 44 29.61691(W) AD(1984.00) 3 FU2814 NAD 27 - 35 43 55.79758(N) 119 44 26.15620(W) AD( ) 3 FU2814 NGVD 29 - 67.17 (m) 220.4 (f) RESET 3 FU2814 FU2814.Superseded values are not recommended for survey control. FU2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2814.See file dsdata.txt to determine how the superseded data were derived. FU2814 FU2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV5204657704(NAD 83) FU2814_MARKER: DS = TRIANGULATION STATION DISK FU2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2814_STAMPING: MID 2 1969 FU2814_MARK LOGO: CGS FU2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2814+STABILITY: SURFACE MOTION FU2814 FU2814 HISTORY - Date Condition Report By FU2814 HISTORY - 1969 MONUMENTED CGS FU2814 HISTORY - 1969 GOOD CGS FU2814 FU2814 STATION DESCRIPTION FU2814 FU2814'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU2814'8.5 MI NNW FROM LOST HILLS. FU2814'LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST OF LOST HILLS, 1/2 MILE FU2814'SOUTHWEST OF THE SHELL OIL COMPANY MID PUMPING STATION, ON THE FU2814'NORTH SIDE OF TWISSELMAN ROAD, AND IN THE NORTHWEST QUADRANT OF FU2814'THE INTERSECTION OF THE FUTURE INTERSTATE HIGHWAY 5 AND FU2814'TWISSELMAN ROAD INTERCHANGE. THE DISK IS SET IN THE TOP OF A FU2814'12 INCHES IN DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS FU2814'5 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS 67.0 FEET FU2814'WEST OF THE STAKED CENTER OF THE SOUTH-BOUND OFF-RAMP ROAD OF FU2814'THE FUTURE INTERCHANGE, 65.0 FEET NORTH OF THE CENTER OF FU2814'TWISSELMAN ROAD, 36.0 FEET SOUTHEAST OF POWERLINE POLE I-3, AND FU2814'2.9 FEET WEST AND 2.7 FEET EAST OF TWO METAL WITNESS POSTS WITH FU2814'SIGNS ATTACHED. FU2814 FU2814 STATION RECOVERY (1969) FU2814 FU2814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) FU2814'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST OF FU2814'LOST HILLS, 1/2 MILE SOUTHWEST OF THE SHELL OIL COMPANY MID FU2814'PUMPING STATION, ON THE NORTH SIDE OF TWISSELMAN ROAD, AND FU2814'IN THE NORTHWEST CORNER OF THE FUTURE INTERSTATE HIGHWAY 5 AND FU2814'TWISSELMAN ROAD INTERCHANGE. FU2814' FU2814'TO REACH THE STATION FROM THE POST OFFICE IN LOST HILLS, DRIVE FU2814'EAST ON STATE HIGHWAY 46 FOR 0.15 MILE TO A CROSSROAD. TURN FU2814'LEFT AND DRIVE NORTH ON LOST HILLS ROAD FOR 8.0 MILES TO A FU2814'SIDE ROAD ON THE LEFT. TURN LEFT ONTO TWISSELMAN ROAD AND FU2814'DRIVE WEST FOR 2.45 MILES TO THE SHELL MID PUMPING STATION FU2814'ENTRANCE ROAD, AND THE AZIMUTH MARK, ON THE RIGHT. CONTINUE FU2814'WEST FOR 0.4 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE FU2814'OF THE ROAD. FU2814' FU2814'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH FU2814'STAMPED MID 2 1969. THE SURFACE-STATION MARK IS SET IN THE FU2814'TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN FU2814'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT FU2814'IS 67.0 FEET WEST OF THE STAKED CENTER OF THE SOUTH-BOUND FU2814'OFF-RAMP ROAD OF THE FUTURE INTERSTATE HIGHWAY 5, 65.0 FEET NORTH FU2814'OF THE CENTER OF TWISSELMAN ROAD, 36.0 FEET SOUTHEAST OF FU2814'POWERLINE POLE I-3 WHICH IS A CORNER POLE WITH TWO GUY-WIRES, FU2814'AND 2.9 FEET WEST AND 2.7 FEET EAST OF TWO METAL WITNESS FU2814'POSTS WITH SIGNS ATTACHED. FU2814' FU2814'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MID 2 NO. 3 1969, FU2814'SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL CONCRETE FU2814'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS FU2814'60.0 FEET WEST OF THE CENTER OF THE STAKED SOUTH-BOUND OFF-RAMP FU2814'ROAD, 29.0 FEET NORTHEAST OF POWERLINE POLE I-3, AND 15.0 FEET FU2814'NORTH OF THE BASE OF THE EAST GUY-WIRE FOR THE POWERLINE POLE. FU2814' FU2814'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MID 2 NO. 4 1969, FU2814'SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL CONCRETE FU2814'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS FU2814'73.0 FEET NORTH OF THE CENTER OF TWISSELMAN ROAD, 39.5 FEET FU2814'SOUTHWEST OF POWERLINE POLE I-3, AND 30.5 FEET WEST-SOUTHWEST FU2814'OF THE BASE OF THE SOUTH GUY-WIRE FOR THE POWERLINE POLE. FU2814' FU2814'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MID 1958, SET IN FU2814'THE TOP OF A CONCRETE POST THAT IS 12 INCHES SQUARE AT THE TOP FU2814'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 57.0 FEET FU2814'EAST OF THE SHELL OIL COMPANY MID PUMPING STATION ENTRANCE FU2814'ROAD, 52.5 FEET NORTH OF THE CENTER OF TWISSELMAN ROAD, 13.2 FU2814'FEET EAST OF A 2-1/2 INCHES IN DIAMETER STANDARD SUPPORTING A FU2814'SHELL OIL COMPANY SIGN, AND 3.0 FEET WEST OF A METAL WITNESS FU2814'POST WITH SIGN ATTACHED. FU2814' FU2814'A LEVEL CONNECTION WAS MADE FROM THE STATION MARK, REFERENCE FU2814'MARK 3 AND REFERENCE MARK 4 TO REFERENCE MARK 1 1958. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2815 *********************************************************************** FU2815 DESIGNATION - MID 2 RM 3 FU2815 PID - FU2815 FU2815 STATE/COUNTY- CA/KERN FU2815 USGS QUAD - ANTELOPE PLAIN (1982) FU2815 FU2815 *CURRENT SURVEY CONTROL FU2815 ___________________________________________________________________ FU2815* NAD 83(1986)- 35 43 52. (N) 119 45 39. (W) SCALED FU2815* NAVD 88 - 68.28 (+/-2cm) 224.0 (feet) VERTCON FU2815 ___________________________________________________________________ FU2815 GEOID HEIGHT- -34.74 (meters) GEOID99 FU2815 FU2815 VERT ORDER - THIRD (See Below) FU2815 FU2815.The horizontal coordinates were scaled from a topographic map and have FU2815.an estimated accuracy of +/- 6 seconds. FU2815 FU2815.The NAVD 88 height was computed by applying the VERTCON shift value to FU2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2815.The vertical order pertains to the superseded datum. FU2815 FU2815.The geoid height was determined by GEOID99. FU2815 FU2815; North East Units Estimated Accuracy FU2815;SPC CA 5 - 748,900. 1,840,700. MT (+/- 180 meters Scaled) FU2815 FU2815 SUPERSEDED SURVEY CONTROL FU2815 FU2815 NGVD 29 - 67.47 (m) 221.4 (f) RESET 3 FU2815 FU2815.Superseded values are not recommended for survey control. FU2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2815.See file dsdata.txt to determine how the superseded data were derived. FU2815 FU2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV503576(NAD 83) FU2815_MARKER: DR = REFERENCE MARK DISK FU2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2815_STAMPING: MID 2 NO 3 1969 FU2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2815+STABILITY: SURFACE MOTION FU2815 FU2815 HISTORY - Date Condition Report By FU2815 HISTORY - 1969 MONUMENTED CGS FU2815 FU2815 STATION DESCRIPTION FU2815 FU2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU2815'8.5 MI NNW FROM LOST HILLS. FU2815'ABOUT 8-1/2 MILES NORTH-NORTHWEST OF LOST HILLS, 1/2 MILE SOUTH FU2815'WEST OF THE SHELL OIL COMPANY MID PUMPING STATION, ON THE NORTH FU2815'SIDE OF TWISSELMAN ROAD, AND IN THE NORTHWEST QUADRANT OF THE FU2815'INTERSECTION OF THE FUTURE INTERSTATE HIGHWAY 5 INTERCHANGE. FU2815'THE DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CYLINDRICAL FU2815'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. FU2815'IT IS 60.0 FEET WEST OF THE STAKED CENTER OF THE SOUTHBOUND FU2815'OFF-RAMP ROAD OF THE FUTURE INTERCHANGE, 29.0 FEET NORTHEAST OF FU2815'POWERLINE POLE I-3, AND 15.0 FEET NORTH OF THE EAST GUY-WIRE FU2815'BASE FOR THE POWERLINE POLE. IT IS 51.63 FEET NORTH OF FU2815'TRIANGULATION STATION MID 2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2816 *********************************************************************** FU2816 DESIGNATION - MID 2 RM 4 FU2816 PID - FU2816 FU2816 STATE/COUNTY- CA/KERN FU2816 USGS QUAD - ANTELOPE PLAIN (1982) FU2816 FU2816 *CURRENT SURVEY CONTROL FU2816 ___________________________________________________________________ FU2816* NAD 83(1986)- 35 43 52. (N) 119 45 38. (W) SCALED FU2816* NAVD 88 - 68.05 (+/-2cm) 223.3 (feet) VERTCON FU2816 ___________________________________________________________________ FU2816 GEOID HEIGHT- -34.74 (meters) GEOID99 FU2816 FU2816 VERT ORDER - THIRD (See Below) FU2816 FU2816.The horizontal coordinates were scaled from a topographic map and have FU2816.an estimated accuracy of +/- 6 seconds. FU2816 FU2816.The NAVD 88 height was computed by applying the VERTCON shift value to FU2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2816.The vertical order pertains to the superseded datum. FU2816 FU2816.The geoid height was determined by GEOID99. FU2816 FU2816; North East Units Estimated Accuracy FU2816;SPC CA 5 - 748,900. 1,840,720. MT (+/- 180 meters Scaled) FU2816 FU2816 SUPERSEDED SURVEY CONTROL FU2816 FU2816 NGVD 29 - 67.24 (m) 220.6 (f) RESET 3 FU2816 FU2816.Superseded values are not recommended for survey control. FU2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2816.See file dsdata.txt to determine how the superseded data were derived. FU2816 FU2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV503576(NAD 83) FU2816_MARKER: DR = REFERENCE MARK DISK FU2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2816_STAMPING: MID 2 NO 4 1969 FU2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2816+STABILITY: SURFACE MOTION FU2816 FU2816 HISTORY - Date Condition Report By FU2816 HISTORY - 1969 MONUMENTED CGS FU2816 FU2816 STATION DESCRIPTION FU2816 FU2816'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU2816'8.5 MI NNW FROM LOST HILLS. FU2816'ABOUT 8-1/2 MILES NORTH-NORTHWEST OF LOST HILLS, 1/2 MILE FU2816'SOUTHWEST OF THE SHELL OIL COMPANY MID PUMPING STATION, ON THE FU2816'NORTH SIDE OF TWISSELMAN ROAD, AND IN THE NORTHWEST QUADRANT OF FU2816'THE FUTURE INTERSTATE HIGHWAY 5-TWISSELMAN ROAD INTERCHANGE. FU2816'THE DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER CONCRETE FU2816'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS FU2816'73.0 FEET NORTH OF THE CENTER OF TWISSELMAN ROAD, 46.745 FEET FU2816'WEST-NORTHWEST OF TRIANGULATION STATION MID 2, 39.5 FEET FU2816'SOUTHWEST OF POWERLINE POLE I-3, AND 30.5 FEET WEST-SOUTHWEST FU2816'OF THE BASE OF THE SOUTH GUY-WIRE FOR THE POWERLINE POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE5720 *********************************************************************** AE5720 DESIGNATION - N 1208 RESET AE5720 PID - AE5720 AE5720 STATE/COUNTY- CA/KERN AE5720 USGS QUAD - METTLER (1992) AE5720 AE5720 *CURRENT SURVEY CONTROL AE5720 ___________________________________________________________________ AE5720* NAD 83(1986)- 35 01 06. (N) 118 57 19. (W) SCALED AE5720* NAVD 88 - 257.26 (meters) 844.0 (feet) RESET AE5720 ___________________________________________________________________ AE5720 GEOID HEIGHT- -32.96 (meters) GEOID99 AE5720 AE5720 VERT ORDER - THIRD AE5720 AE5720.The horizontal coordinates were scaled from a topographic map and have AE5720.an estimated accuracy of +/- 6 seconds. AE5720 AE5720.The orthometric height was computed from unverified reset data. AE5720 AE5720.The geoid height was determined by GEOID99. AE5720 AE5720; North East Units Estimated Accuracy AE5720;SPC CA 5 - 668,840. 1,912,820. MT (+/- 180 meters Scaled) AE5720 AE5720 SUPERSEDED SURVEY CONTROL AE5720 AE5720.No superseded survey control is available for this station. AE5720 AE5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU216768(NAD 83) AE5720_MARKER: DB = BENCH MARK DISK AE5720_SETTING: 38 = BRIDGE ABUTMENT AE5720_STAMPING: N 1208 RESET AE5720_MARK LOGO: CADT AE5720_MAGNETIC: N = NO MAGNETIC MATERIAL AE5720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5720 AE5720 HISTORY - Date Condition Report By AE5720 HISTORY - 1997 MONUMENTED CADT AE5720 AE5720 STATION DESCRIPTION AE5720 AE5720'DESCRIBED BY CALTRANS 1997 (AEO) AE5720'LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF METTLER. THE STATION IS LOCATED AE5720'AT THE INTERSECTION OF STATE HIGHWAY 99 AND INTERSTATE 5, SET IN THE AE5720'TOP OF THE WEST BRIDGE ABUTMENT OF BRIDGE 50-240 AT DECK LEVEL, 1 M AE5720'(3.3 FT) SOUTH OF THE NORTH EDGE OF DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0567 *********************************************************************** FT0567 DESIGNATION - N 289 RESET FT0567 PID - FT0567 FT0567 STATE/COUNTY- CA/KERN FT0567 USGS QUAD - JOHANNESBURG (1967) FT0567 FT0567 *CURRENT SURVEY CONTROL FT0567 ___________________________________________________________________ FT0567* NAD 83(1986)- 35 22 21. (N) 117 38 04. (W) SCALED FT0567* NAVD 88 - 1071.99 (meters) 3517.0 (feet) RESET FT0567 ___________________________________________________________________ FT0567 GEOID HEIGHT- -30.72 (meters) GEOID99 FT0567 FT0567 VERT ORDER - THIRD FT0567 FT0567.The horizontal coordinates were scaled from a topographic map and have FT0567.an estimated accuracy of +/- 6 seconds. FT0567 FT0567.The orthometric height was computed from unverified reset data. FT0567 FT0567.The geoid height was determined by GEOID99. FT0567 FT0567; North East Units Estimated Accuracy FT0567;SPC CA 5 - 707,770. 2,033,220. MT (+/- 180 meters Scaled) FT0567 FT0567 SUPERSEDED SURVEY CONTROL FT0567 FT0567 NGVD 29 - 1071.20 (m) 3514.4 (f) RESET 3 FT0567 FT0567.Superseded values are not recommended for survey control. FT0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0567.See file dsdata.txt to determine how the superseded data were derived. FT0567 FT0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV423145(NAD 83) FT0567_MARKER: DD = SURVEY DISK FT0567_SETTING: 30 = CULVERT FT0567_STAMPING: N 289 RESET 1944 FT0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FT0567 FT0567 HISTORY - Date Condition Report By FT0567 HISTORY - 1944 MONUMENTED CADH FT0567 HISTORY - 1945 GOOD NGS FT0567 FT0567 STATION DESCRIPTION FT0567 FT0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 FT0567'AT JOHANNESBURG. FT0567'AT JOHANNESBURG, KERN COUNTY, AT THE NORTHWEST CORNER OF THE FT0567'INTERSECTION OF STATE HIGHWAY 395 AND THE RAND ROAD, 12 FEET FT0567'NORTHEAST OF THE NORTHEAST CORNER OF THE ST. CHARLES HOTEL, AND FT0567'IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE DROP INLET TO FT0567'A CULVERT. A STANDARD DISK, STAMPED N 289 RESET 1944. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AE5721 *********************************************************************** AE5721 DESIGNATION - N 54 X RESET AE5721 PID - AE5721 AE5721 STATE/COUNTY- CA/KERN AE5721 USGS QUAD - GRAPEVINE (1991) AE5721 AE5721 *CURRENT SURVEY CONTROL AE5721 ___________________________________________________________________ AE5721* NAD 83(1986)- 34 59 10. (N) 118 56 43. (W) SCALED AE5721* NAVD 88 - 348.01 (meters) 1141.8 (feet) RESET AE5721 ___________________________________________________________________ AE5721 GEOID HEIGHT- -32.67 (meters) GEOID99 AE5721 AE5721 VERT ORDER - THIRD AE5721 AE5721.The horizontal coordinates were scaled from a topographic map and have AE5721.an estimated accuracy of +/- 6 seconds. AE5721 AE5721.The orthometric height was computed from unverified reset data. AE5721 AE5721.The geoid height was determined by GEOID99. AE5721 AE5721; North East Units Estimated Accuracy AE5721;SPC CA 5 - 665,250. 1,913,700. MT (+/- 180 meters Scaled) AE5721 AE5721 SUPERSEDED SURVEY CONTROL AE5721 AE5721.No superseded survey control is available for this station. AE5721 AE5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU224732(NAD 83) AE5721_MARKER: DB = BENCH MARK DISK AE5721_SETTING: 38 = BRIDGE ABUTMENT AE5721_STAMPING: N 54 X RESET 1997 AE5721_MARK LOGO: CADT AE5721_MAGNETIC: N = NO MAGNETIC MATERIAL AE5721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE5721 AE5721 HISTORY - Date Condition Report By AE5721 HISTORY - 1997 MONUMENTED CADT AE5721 AE5721 STATION DESCRIPTION AE5721 AE5721'DESCRIBED BY CALTRANS 1997 (AEO) AE5721'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF METTLER. TO REACH AE5721'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND INTERSTATE 5 AE5721'GO SOUTH OF INTERSTATE 5 FOR 3.6 KM (2.25 MI) TO THE SOUTHBOUND AE5721'WHEELER RIDGE OFFRAMP. TAKE THE OFFRAMP AND FOLLOW RAMP AROUND TO AE5721'OVERCROSSING OF INTERSTATE 5. THE STATION IS SET IN THE TOP OF THE AE5721'SOUTH BRIDGE ABUTMENT OF THE LAVAL ROAD OVERCROSSING, BRIDGE NO. AE5721'50-218, IN THE WALKWAY ON THE WEST SIDE OF THE BRIDGE, 1 M (3.3 FT) AE5721'EAST OF THE WEST EDGE OF DECK. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3824 *********************************************************************** FU3824 DESIGNATION - N 948 RESET FU3824 PID - FU3824 FU3824 STATE/COUNTY- CA/KERN FU3824 USGS QUAD - SEMITROPIC (1973) FU3824 FU3824 *CURRENT SURVEY CONTROL FU3824 ___________________________________________________________________ FU3824* NAD 83(1986)- 35 36 02. (N) 119 33 14. (W) SCALED FU3824* NAVD 88 - 81.84 (+/-2cm) 268.5 (feet) VERTCON FU3824 ___________________________________________________________________ FU3824 GEOID HEIGHT- -34.51 (meters) GEOID99 FU3824 FU3824 VERT ORDER - THIRD (See Below) FU3824 FU3824.The horizontal coordinates were scaled from a topographic map and have FU3824.an estimated accuracy of +/- 6 seconds. FU3824 FU3824.The NAVD 88 height was computed by applying the VERTCON shift value to FU3824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3824.The vertical order pertains to the superseded datum. FU3824 FU3824.The geoid height was determined by GEOID99. FU3824 FU3824; North East Units Estimated Accuracy FU3824;SPC CA 5 - 734,100. 1,859,190. MT (+/- 180 meters Scaled) FU3824 FU3824 SUPERSEDED SURVEY CONTROL FU3824 FU3824 NGVD 29 - 81.11 (m) 266.1 (f) RESET 3 FU3824 FU3824.Superseded values are not recommended for survey control. FU3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3824.See file dsdata.txt to determine how the superseded data were derived. FU3824 FU3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV686426(NAD 83) FU3824_MARKER: DV = VERTICAL CONTROL DISK FU3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3824_STAMPING: N 948 RESET 1990 FU3824_MARK LOGO: NGS FU3824_MAGNETIC: N = NO MAGNETIC MATERIAL FU3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3824+STABILITY: SURFACE MOTION FU3824 FU3824 HISTORY - Date Condition Report By FU3824 HISTORY - 1990 MONUMENTED CA-029 FU3824 FU3824 STATION DESCRIPTION FU3824 FU3824'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3824'8.2 MILES (13.2 KM) EAST ALONG HIGHWAY 46 FROM THE POST OFFICE IN LOST FU3824'HILL, (6.0 MILES EAST OF INTERSECTION OF HIGHWAYS 1-5, AND 46), 101 FU3824'FEET (30.8 M) SOUTH OF CENTERLINE OF HIGHWAY AND 11.5 FEET (3.5 M) FU3824'WEST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD, 3 FEET (0.9 M) NORTH OF FU3824'POWER POLE IN LINE WITH NORTH-SOUTH POLE LINE, 75 FEET (22.9 M) FU3824'SOUTHWEST OF OLD STATION, 101 SOUTH SOUTH AND 11.5 FEET (3.5 M) WEST FU3824'OF NORTH 1/4 CORNER S12 T27S R22E. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AA9723 *********************************************************************** AA9723 DESIGNATION - P 1157 RESET AA9723 PID - AA9723 AA9723 STATE/COUNTY- CA/KERN AA9723 USGS QUAD - GOSFORD (1973) AA9723 AA9723 *CURRENT SURVEY CONTROL AA9723 ___________________________________________________________________ AA9723* NAD 83(1986)- 35 16 01. (N) 119 05 32. (W) SCALED AA9723* NAVD 88 - 104.89 (+/-2cm) 344.1 (feet) VERTCON AA9723 ___________________________________________________________________ AA9723 GEOID HEIGHT- -33.80 (meters) GEOID99 AA9723 AA9723 VERT ORDER - THIRD (See Below) AA9723 AA9723.The horizontal coordinates were scaled from a topographic map and have AA9723.an estimated accuracy of +/- 6 seconds. AA9723 AA9723.The NAVD 88 height was computed by applying the VERTCON shift value to AA9723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9723.The vertical order pertains to the superseded datum. AA9723 AA9723.The geoid height was determined by GEOID99. AA9723 AA9723; North East Units Estimated Accuracy AA9723;SPC CA 5 - 696,540. 1,900,620. MT (+/- 180 meters Scaled) AA9723 AA9723 SUPERSEDED SURVEY CONTROL AA9723 AA9723 NGVD 29 - 104.16 (m) 341.7 (f) RESET 3 AA9723 AA9723.Superseded values are not recommended for survey control. AA9723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9723.See file dsdata.txt to determine how the superseded data were derived. AA9723 AA9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV096046(NAD 83) AA9723_MARKER: DV = VERTICAL CONTROL DISK AA9723_SETTING: 32 = CULVERT HEADWALL AA9723_STAMPING: P 1157 RESET 1992 AA9723_MARK LOGO: NGS AA9723_MAGNETIC: N = NO MAGNETIC MATERIAL AA9723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA9723+STABILITY: SURFACE MOTION AA9723 AA9723 HISTORY - Date Condition Report By AA9723 HISTORY - 1992 MONUMENTED CADT AA9723 AA9723 STATION DESCRIPTION AA9723 AA9723'DESCRIBED BY CALTRANS 1992 (DB) AA9723'FROM THE INTERSECTION OF HIGHWAYS 99 AND 119, DRIVE WEST ON HIGHWAY AA9723'119 FOR 3.9 MILES (6.3 KM) TO GOSFORD ROAD AND THE MARK ON THE LEFT, AA9723'MARK IS LOCATED IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY AA9723'119 AND GOSFORD ROAD, 45 FEET (13.7 M) SOUTH OF THE CENTERLINE OF AA9723'HIGHWAY 119, 58 FEET (17.7 M) WEST OF THE CENTERLINE OF GOSFORD ROAD, AA9723'SET IN THE TOP OF A 12 INCH HEADWALL, 2 FEET (0.6 M) LOWER THAN ROAD, AA9723'AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF HEADWALL. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU0781 *********************************************************************** FU0781 DESIGNATION - P 756 RESET 1965 FU0781 PID - FU0781 FU0781 STATE/COUNTY- CA/KERN FU0781 USGS QUAD - DELANO WEST (1969) FU0781 FU0781 *CURRENT SURVEY CONTROL FU0781 ___________________________________________________________________ FU0781* NAD 83(1986)- 35 45 17. (N) 119 16 42. (W) SCALED FU0781* NAVD 88 - 87.40 (+/-2cm) 286.7 (feet) VERTCON FU0781 ___________________________________________________________________ FU0781 GEOID HEIGHT- -33.31 (meters) GEOID99 FU0781 FU0781 VERT ORDER - THIRD (See Below) FU0781 FU0781.The horizontal coordinates were scaled from a topographic map and have FU0781.an estimated accuracy of +/- 6 seconds. FU0781 FU0781.The NAVD 88 height was computed by applying the VERTCON shift value to FU0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU0781.The vertical order pertains to the superseded datum. FU0781 FU0781.The geoid height was determined by GEOID99. FU0781 FU0781; North East Units Estimated Accuracy FU0781;SPC CA 5 - 750,860. 1,884,380. MT (+/- 180 meters Scaled) FU0781 FU0781 SUPERSEDED SURVEY CONTROL FU0781 FU0781 NGVD 29 - 86.60 (m) 284.1 (f) RESET 3 FU0781 FU0781.Superseded values are not recommended for survey control. FU0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU0781.See file dsdata.txt to determine how the superseded data were derived. FU0781 FU0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV940591(NAD 83) FU0781_MARKER: DB = BENCH MARK DISK FU0781_SETTING: 36 = BUILDING FU0781_STAMPING: P 756 1948 RESET 1965 FU0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU0781 FU0781 HISTORY - Date Condition Report By FU0781 HISTORY - 1965 MONUMENTED CGS FU0781 FU0781 STATION DESCRIPTION FU0781 FU0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 FU0781'2.8 MI W FROM DELANO. FU0781'0.5 MILE SOUTH ALONG U.S. HIGHWAY 99 BUSINESS ROUTE FROM THE FU0781'SOUTHERN PACIFIC RAILROAD DEPOT IN DELANO, THENCE 1.7 MILES FU0781'WEST ALONG GARCES HIGHWAY, THENCE 0.5 MILE SOUTH ALONG MELCHER FU0781'ROAD, THENCE 0.1 MILE WEST ALONG A PAVED ROAD, IN R25E, T25S, FU0781'S16, AT THE U.S. INFORMATION AGENCY VOICE OF AMERICA BROADCASTING FU0781'STATION, CEMENTED FLUSH IN A DRILL HOLE IN THE EAST VERTICAL FU0781'FACE OF THE CONCRETE BUILDING, 0.5 FOOT SOUTH OF THE EXTREME FU0781'NORTHEAST CORNER OF THE BUILDING AND 2.2 FEET ABOVE THE SURFACE FU0781'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2977 *********************************************************************** FU2977 DESIGNATION - PARAL 2 FU2977 PID - FU2977 FU2977 STATE/COUNTY- CA/KERN FU2977 USGS QUAD - WEST CAMP (1973) FU2977 FU2977 *CURRENT SURVEY CONTROL FU2977 ___________________________________________________________________ FU2977* NAD 83(1992)- 35 47 22.30912(N) 119 47 03.53748(W) ADJUSTED FU2977* NAVD 88 - 70.64 (+/-2cm) 231.8 (feet) VERTCON FU2977 ___________________________________________________________________ FU2977 EPOCH DATE - 1991.35 FU2977 LAPLACE CORR- 0.07 (seconds) DEFLEC99 FU2977 GEOID HEIGHT- -34.68 (meters) GEOID99 FU2977 FU2977 HORZ ORDER - FIRST FU2977 VERT ORDER - THIRD (See Below) FU2977 FU2977.The horizontal coordinates were established by classical geodetic methods FU2977.and adjusted by the National Geodetic Survey in June 1996. FU2977.The horizontal coordinates are valid at the epoch date displayed above. FU2977.The epoch date for horizontal control is a decimal equivalence FU2977.of Year/Month/Day. FU2977 FU2977.The NAVD 88 height was computed by applying the VERTCON shift value to FU2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2977.The vertical order pertains to the superseded datum. FU2977 FU2977.The Laplace correction was computed from DEFLEC99 derived deflections. FU2977 FU2977.The geoid height was determined by GEOID99. FU2977 FU2977; North East Units Scale Converg. FU2977;SPC CA 5 - 755,416.328 1,838,687.640 MT 1.00008635 -1 01 01.5 FU2977;SPC CA 5 - 2,478,395.07 6,032,427.70 sFT 1.00008635 -1 01 01.5 FU2977;UTM 11 - 3,964,182.040 248,359.564 MT 1.00038036 -1 37 44.9 FU2977 FU2977: Primary Azimuth Mark Grid Az FU2977:SPC CA 5 - PARAL AZ MK 087 50 32.5 FU2977:UTM 11 - PARAL AZ MK 088 27 15.9 FU2977 FU2977|---------------------------------------------------------------------| FU2977| PID Reference Object Distance Geod. Az | FU2977| dddmmss.s | FU2977| FU2976 PARAL AZ MK 0864931.0 | FU2977| FU2978 PARAL 2 RM 3 13.842 METERS 11223 | FU2977| FU3706 SHELL MID PUMPING STA STACK APPROX. 7.1 KM 1403413.4 | FU2977| FU2989 PARAL RM 1 3.435 METERS 19737 | FU2977| FU2979 PARAL 2 RM 4 13.520 METERS 28459 | FU2977| FU2988 PARAL 12.172 METERS 35737 | FU2977|---------------------------------------------------------------------| FU2977 FU2977 SUPERSEDED SURVEY CONTROL FU2977 FU2977 NAD 83(1992)- 35 47 22.30944(N) 119 47 03.53690(W) AD(1991.35) 1 FU2977 NAD 83(1986)- 35 47 22.30956(N) 119 47 03.53304(W) AD(1984.00) 1 FU2977 NAD 27 - 35 47 22.44710(N) 119 47 00.07169(W) AD( ) 1 FU2977 NGVD 29 - 69.78 (m) 228.9 (f) RESET 3 FU2977 FU2977.Superseded values are not recommended for survey control. FU2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2977.See file dsdata.txt to determine how the superseded data were derived. FU2977 FU2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV4836064182(NAD 83) FU2977_MARKER: DS = TRIANGULATION STATION DISK FU2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2977_STAMPING: PARAL 2 1969 FU2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2977+STABILITY: SURFACE MOTION FU2977 FU2977 HISTORY - Date Condition Report By FU2977 HISTORY - 1969 MONUMENTED CGS FU2977 HISTORY - 1971 GOOD NGS FU2977 HISTORY - 1972 GOOD NGS FU2977 FU2977 STATION DESCRIPTION FU2977 FU2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) FU2977'THE STATION IS LOCATED ABOUT 13 MILES NORTHWEST OF LOST HILLS, FU2977'4-1/2 MILES NORTH-NORTHWEST OF THE SHELL OIL COMPANY MID-PUMPING FU2977'STATION, 2 MILES EAST OF THE WEST CAMP CATTLE RANCH CORRALS FU2977'AND TRIANGULATION STATION ESPY 1942-1969, NEAR THE KERN-KINGS FU2977'COUNTY BOUNDARY AND IN THE SOUTHWEST QUADRANT OF THE FUTURE FU2977'JUNCTION OF INTERSTATE HIGHWAY 5 AND AN EAST-WEST COUNTY FU2977'ROAD OVERPASS. FU2977' FU2977'TO REACH THE STATION FROM THE POST OFFICE AT LOST HILLS, GO FU2977'EAST FOR 0.15 MILE, THENCE TURN LEFT AND DRIVE NORTH ON LOST FU2977'HILLS ROAD FOR 8.0 MILES TO A T-ROAD LEFT. TURN LEFT AND FU2977'DRIVE WEST FOR 2.1 MILES TO A BLADED CROSSROAD AND TELEPHONE FU2977'LINE CROSSING. TURN RIGHT AND DRIVE NORTHWESTERLY ON THE FU2977'BLEDED ROAD FOR 0.75 MILE TO THE NORTHEAST FENCE CORNER OF FU2977'THE SHELL OIL COMPANY PUMPING PLANT. CONTINUE THE BLADED FU2977'ROAD NORTHWESTERLY ALONG THE TELEPHONE LINE FOR 2.8 MILES TO A FU2977'GATE. PASS THROUGH THE GATE AND CONTINUE THE ROAD ALONG THE FU2977'TELEPHONE LINE FOR 1.2 MILES TO A TRACK CROSSROAD AND THE FU2977'AZIMUTH MARK ON THE LEFT. TURN LEFT AND DRIVE WEST ON THE FU2977'TRACK ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT. FU2977' FU2977'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD C AND GS FU2977'TRIANGULATION STATION DISKS, EACH STAMPED PARAL 2 1969. THE FU2977'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 3 FEET BELOW FU2977'THE GROUND SURFACE. THE SURFACE STATION DISK IS SET IN THE FU2977'TOP OF A CYLINDRICAL CONCRETE POST THAT IS 12 INCHES IN DIAMETER FU2977'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 563.5 FU2977'FEET WEST-SOUTHWEST OF THE STAKED CENTER OF THE FUTURE FU2977'CROSSROAD JUNCTION OF THE INTERSTATE HIGHWAY AND THE EAST-WEST FU2977'COUNTY ROAD OVERPASS, 44.0 FEET SOUTH OF THE STAKED CENTER FU2977'OF THE COUNTY ROAD, 13.5 FEET NORTH OF THE STAKED NORTH FU2977'RIGHT-OF-WAY OF THE SOUTHBOUND ON-RAMP ROAD OF THE HIGHWAY, FU2977'AND 3.5 FEET SOUTH OF A METAL WITNESS POST WITH SIGN FU2977'ATTACHED. FU2977' FU2977'REFERENCE MARK 1, A STANDARD C AND GS REFERENCE DISK STAMPED FU2977'PARAL NO 1 1958, IS SET IN THE TOP OF A 10 INCHES SQUARE FU2977'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. FU2977'IT IS 55.0 FEET SOUTH OF THE STAKED CENTER OF THE COUNTY ROAD FU2977'AND 2.0 FEET NORTH OF THE NORTH RIGHT-OF-WAY OF THE SOUTHBOUND FU2977'ON-RAMP ROAD OF THE INTERCHANGE. FU2977' FU2977'REFERENCE MARK 3, A STANDARD C AND GS REFERENCE DISK STAMPED FU2977'PARAL 2 NO 3 1969, IS SET IN THE TOP OF A 12 INCHES IN DIAMETER FU2977'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. FU2977'IT IS 62.0 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD AND FU2977'0.5 FOOT NORTH OF THE NORTH RIGHT-OF-WAY OF THE SOUTHBOUND FU2977'ON-RAMP ROAD. FU2977' FU2977'REFERENCE MARK 4, A STANDARD C AND GS REFERENCE DISK STAMPED FU2977'PARAL 2 NO 4 1969, IS SET IN THE TOP OF A 12 INCHES IN DIAMETER FU2977'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. FU2977'IT IS 42.5 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD AND 0.5 FU2977'FOOT NORTH OF THE NORTH RIGHT-OF-WAY OF THE SOUTHBOUND ON-RAMP FU2977'ROAD. FU2977' FU2977'THE AZIMUTH MARK IS THE ORIGINAL AZIMUTH THAT WAS SET FOR FU2977'TRIANGULATION STATION PARAL 1958. IT IS A STANDARD C AND GS FU2977'AZIMUTH DISK, STAMPED PARAL 1958, SET IN THE TOP OF A 10 INCHES FU2977'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND FU2977'SURFACE. IT IS 20.0 FEET SOUTHWEST OF THE CENTER OF THE BLADED FU2977'TELEPHONE LINE ROAD, 18.0 FEET SOUTH OF THE CENTER OF THE FU2977'EAST-WEST TRACK ROAD, 6.0 FEET NORTHEAST OF A TELEPHONE POLE FU2977'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED. FU2977 FU2977 STATION RECOVERY (1971) FU2977 FU2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) FU2977'RECOVERED IN GOOD CONDITION. FU2977 FU2977 STATION RECOVERY (1972) FU2977 FU2977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 FU2977'12.5 MI NW FROM LOST HILLS. FU2977'12.5 MILES NORTHWEST OF LOST HILLS ALONG LOST HILLS ROAD AND FU2977'INTERSTATE HIGHWAY 5, IN R20E, T25S, S2, IN THE SOUTHWEST FU2977'QUADRANT OF AN OVERPASS CROSSROAD AT THE INTERSECTION OF THE FU2977'HIGHWAY WITH THE KERN-KINGS COUNTY LINE, 45.0 FEET SOUTH AND FU2977'ABOUT 10 FEET LOWER THAN THE CENTER OF THE EAST-WEST COUNTY FU2977'ROAD, 45.0 FEET WEST OF THE WEST FENCE POST FORMING A V OF TWO FU2977'RIGHT-OF-WAY FENCES, 30.0 FEET NORTH OF THE CENTER OF AN IRRIGATION FU2977'DITCH AND 3.0 FEET WEST OF A METAL WITNESS POST WITH SIGN FU2977'ATTACHED. THE DISK IS SET IN THE TOP OF A 12 INCHES IN DIAMETER FU2977'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. FU2977'A LEVEL CONNECTION WAS MADE FROM PARAL R.M. 1 1958. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2978 *********************************************************************** FU2978 DESIGNATION - PARAL 2 RM 3 FU2978 PID - FU2978 FU2978 STATE/COUNTY- CA/KERN FU2978 USGS QUAD - WEST CAMP (1973) FU2978 FU2978 *CURRENT SURVEY CONTROL FU2978 ___________________________________________________________________ FU2978* NAD 83(1986)- 35 47 27. (N) 119 46 26. (W) SCALED FU2978* NAVD 88 - 70.59 (+/-2cm) 231.6 (feet) VERTCON FU2978 ___________________________________________________________________ FU2978 GEOID HEIGHT- -34.68 (meters) GEOID99 FU2978 FU2978 VERT ORDER - THIRD (See Below) FU2978 FU2978.The horizontal coordinates were scaled from a topographic map and have FU2978.an estimated accuracy of +/- 6 seconds. FU2978 FU2978.The NAVD 88 height was computed by applying the VERTCON shift value to FU2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2978.The vertical order pertains to the superseded datum. FU2978 FU2978.The geoid height was determined by GEOID99. FU2978 FU2978; North East Units Estimated Accuracy FU2978;SPC CA 5 - 755,540. 1,839,630. MT (+/- 180 meters Scaled) FU2978 FU2978 SUPERSEDED SURVEY CONTROL FU2978 FU2978 NGVD 29 - 69.74 (m) 228.8 (f) RESET 3 FU2978 FU2978.Superseded values are not recommended for survey control. FU2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2978.See file dsdata.txt to determine how the superseded data were derived. FU2978 FU2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV493643(NAD 83) FU2978_MARKER: DR = REFERENCE MARK DISK FU2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2978_STAMPING: PARAL 2 NO 3 1969 FU2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2978+STABILITY: SURFACE MOTION FU2978 FU2978 HISTORY - Date Condition Report By FU2978 HISTORY - 1969 MONUMENTED CGS FU2978 HISTORY - 1972 GOOD NGS FU2978 FU2978 STATION DESCRIPTION FU2978 FU2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 FU2978'12.5 MI NW FROM LOST HILLS. FU2978'12.5 MILES NORTHWEST OF LOST HILLS ROAD AND INTERSTATE HIGHWAY 5, FU2978'4.0 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 5 FROM ITS INTERCHANGE FU2978'WITH TWISSELMAN ROAD, IN R20E, T25S, S2, IN THE SOUTHWEST FU2978'QUADRANT OF AN OVERPASS CROSSROAD AT THE INTERSECTION OF THE FU2978'HIGHWAY AND THE KERN-KINGS COUNTY LINE, 50 FEET SOUTH OF, AND FU2978'ABOUT 12 FEET LOWER, FROM THE CENTER OF THE EAST-WEST COUNTY FU2978'ROAD, 30.0 FEET NORTH OF AN IRRIGATION DITCH, 1.8 FEET FU2978'SOUTHEAST OF A WEST FENCE POST THAT FORMS A V OF TWO RIGHT-OF-WAY FU2978'FENCES, 1.2 FEET WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED FU2978'AND 0.3 FOOT SOUTH OF THE SOUTH ONE OF TWO RIGHT-OF-WAY FENCES. FU2978'THE DISK IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE FU2978'POST THAT IS FLUSH WITH THE GROUND. A LEVEL CONNECTION WAS FU2978'MADE TO TRIANGULATION STATION PARAL 2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2979 *********************************************************************** FU2979 DESIGNATION - PARAL 2 RM 4 FU2979 PID - FU2979 FU2979 STATE/COUNTY- CA/KERN FU2979 USGS QUAD - WEST CAMP (1973) FU2979 FU2979 *CURRENT SURVEY CONTROL FU2979 ___________________________________________________________________ FU2979* NAD 83(1986)- 35 47 27. (N) 119 46 26. (W) SCALED FU2979* NAVD 88 - 70.73 (+/-2cm) 232.1 (feet) VERTCON FU2979 ___________________________________________________________________ FU2979 GEOID HEIGHT- -34.68 (meters) GEOID99 FU2979 FU2979 VERT ORDER - THIRD (See Below) FU2979 FU2979.The horizontal coordinates were scaled from a topographic map and have FU2979.an estimated accuracy of +/- 6 seconds. FU2979 FU2979.The NAVD 88 height was computed by applying the VERTCON shift value to FU2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2979.The vertical order pertains to the superseded datum. FU2979 FU2979.The geoid height was determined by GEOID99. FU2979 FU2979; North East Units Estimated Accuracy FU2979;SPC CA 5 - 755,540. 1,839,630. MT (+/- 180 meters Scaled) FU2979 FU2979 SUPERSEDED SURVEY CONTROL FU2979 FU2979 NGVD 29 - 69.88 (m) 229.3 (f) RESET 3 FU2979 FU2979.Superseded values are not recommended for survey control. FU2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2979.See file dsdata.txt to determine how the superseded data were derived. FU2979 FU2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV493643(NAD 83) FU2979_MARKER: DR = REFERENCE MARK DISK FU2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU2979_STAMPING: PARAL 2 NO 4 1969 FU2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU2979+STABILITY: SURFACE MOTION FU2979 FU2979 HISTORY - Date Condition Report By FU2979 HISTORY - 1969 MONUMENTED CGS FU2979 HISTORY - 1972 GOOD NGS FU2979 FU2979 STATION DESCRIPTION FU2979 FU2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 FU2979'12.5 MI NW FROM LOST HILLS. FU2979'12.5 MILES NORTHWEST OF LOST HILLS ALONG THE LOST HILLS ROAD FU2979'AND INTERSTATE HIGHWAY 5, 4.0 MILES NORTHWEST OF THE INTERSTATE FU2979'HIGHWAY 5 AND TWISSELMAN ROAD INTERCHANGE, IN R20E, T25S, S2, FU2979'IN THE SOUTHWEST QUADRANT OF AN OVERPASS CROSSROAD AT THE FU2979'INTERSECTION OF THE HIGHWAY AND THE KERN - KINGS COUNTY LINE, FU2979'40.0 FEET SOUTH AND ABOUT 8 FEET LOWER THAN THE CENTER OF THE FU2979'EAST-WEST COUNTY ROAD, 25.0 FEET NORTH OF AN IRRIGATION DITCH FU2979'AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST WITH A SIGN FU2979'ATTACHED. THE DISK IS SET IN THE TOP OF A 10 INCHES IN DIAMETER FU2979'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW0881 *********************************************************************** EW0881 DESIGNATION - Q 1154 RESET 1967 EW0881 PID - EW0881 EW0881 STATE/COUNTY- CA/KERN EW0881 USGS QUAD - ROSAMOND (1973) EW0881 EW0881 *CURRENT SURVEY CONTROL EW0881 ___________________________________________________________________ EW0881* NAD 83(1986)- 34 51 50. (N) 118 09 30. (W) SCALED EW0881* NAVD 88 - 711.83 (+/-2cm) 2335.4 (feet) VERTCON EW0881 ___________________________________________________________________ EW0881 GEOID HEIGHT- -32.05 (meters) GEOID99 EW0881 EW0881 VERT ORDER - THIRD (See Below) EW0881 EW0881.The horizontal coordinates were scaled from a topographic map and have EW0881.an estimated accuracy of +/- 6 seconds. EW0881 EW0881.The NAVD 88 height was computed by applying the VERTCON shift value to EW0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW0881.The vertical order pertains to the superseded datum. EW0881 EW0881.The geoid height was determined by GEOID99. EW0881 EW0881; North East Units Estimated Accuracy EW0881;SPC CA 5 - 651,300. 1,985,520. MT (+/- 180 meters Scaled) EW0881 EW0881 SUPERSEDED SURVEY CONTROL EW0881 EW0881 NGVD 29 - 710.99 (m) 2332.6 (f) RESET 3 EW0881 EW0881.Superseded values are not recommended for survey control. EW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW0881.See file dsdata.txt to determine how the superseded data were derived. EW0881 EW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU941585(NAD 83) EW0881_MARKER: DB = BENCH MARK DISK EW0881_SETTING: 30 = CURB EW0881_STAMPING: Q 1154 1961 RESET 1967 EW0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW0881 EW0881 HISTORY - Date Condition Report By EW0881 HISTORY - 1967 MONUMENTED CGS EW0881 EW0881 STATION DESCRIPTION EW0881 EW0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EW0881'AT ROSAMOND. EW0881'LOCATED 0.3 MILE EAST ALONG ROSAMOND BOULEVARD FROM THE JUNCTION EW0881'OF STATE HIGHWAY 14 IN ROSAMOND, 84 FEET WEST OF THE APPROXIMATE EW0881'CENTERLINE OF 15TH STREET WEST 45.5 FEET SOUTH OF THE CENTERLINE EW0881'OF THE BOULEVARD, 3 FEET EAST OF THE EAST EDGE OF A CONCRETE EW0881'DRIVEWAY, 1 FOOT NORTH OF A WITNESS POST WITH SIGN AND SET EW0881'IN A DRILL HOLE IN THE SOUTH CURB OF THE BOULEVARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1634 *********************************************************************** FU1634 DESIGNATION - Q 1157 RESET 1969 FU1634 PID - FU1634 FU1634 STATE/COUNTY- CA/KERN FU1634 USGS QUAD - GOSFORD (1973) FU1634 FU1634 *CURRENT SURVEY CONTROL FU1634 ___________________________________________________________________ FU1634* NAD 83(1986)- 35 16 03. (N) 119 06 33. (W) SCALED FU1634* NAVD 88 - 104.65 (+/-2cm) 343.3 (feet) VERTCON FU1634 ___________________________________________________________________ FU1634 GEOID HEIGHT- -33.84 (meters) GEOID99 FU1634 FU1634 VERT ORDER - THIRD (See Below) FU1634 FU1634.The horizontal coordinates were scaled from a topographic map and have FU1634.an estimated accuracy of +/- 6 seconds. FU1634 FU1634.The NAVD 88 height was computed by applying the VERTCON shift value to FU1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1634.The vertical order pertains to the superseded datum. FU1634 FU1634.The geoid height was determined by GEOID99. FU1634 FU1634; North East Units Estimated Accuracy FU1634;SPC CA 5 - 696,620. 1,899,080. MT (+/- 180 meters Scaled) FU1634 FU1634 SUPERSEDED SURVEY CONTROL FU1634 FU1634 NGVD 29 - 103.91 (m) 340.9 (f) RESET 3 FU1634 FU1634.Superseded values are not recommended for survey control. FU1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1634.See file dsdata.txt to determine how the superseded data were derived. FU1634 FU1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV081047(NAD 83) FU1634_MARKER: DD = SURVEY DISK FU1634_SETTING: 30 = CULVERT FU1634_STAMPING: Q 1157 RESET 1969 FU1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU1634 FU1634 HISTORY - Date Condition Report By FU1634 HISTORY - 1969 MONUMENTED CADH FU1634 FU1634 STATION DESCRIPTION FU1634 FU1634'DESCRIBED BY CA DIV OF HIGHWAYS 1969 FU1634'AT OLD RIVER. FU1634'AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD FU1634'RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH HEADWALL FU1634'OF A CONCRETE CULVERT OVER STINE CANAL, 30 FEET NORTH OF THE FU1634'CENTER LINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3811 *********************************************************************** FU3811 DESIGNATION - R 1207 RESET FU3811 PID - FU3811 FU3811 STATE/COUNTY- CA/KERN FU3811 USGS QUAD - EDISON (1992) FU3811 FU3811 *CURRENT SURVEY CONTROL FU3811 ___________________________________________________________________ FU3811* NAD 83(1986)- 35 19 42. (N) 118 47 23. (W) SCALED FU3811* NAVD 88 - 263.58 (meters) 864.8 (feet) RESET FU3811 ___________________________________________________________________ FU3811 GEOID HEIGHT- -32.45 (meters) GEOID99 FU3811 FU3811 VERT ORDER - THIRD FU3811 FU3811.The horizontal coordinates were scaled from a topographic map and have FU3811.an estimated accuracy of +/- 6 seconds. FU3811 FU3811.The orthometric height was computed from unverified reset data. FU3811.No vertical observational check was made to the station. FU3811 FU3811.The geoid height was determined by GEOID99. FU3811 FU3811; North East Units Estimated Accuracy FU3811;SPC CA 5 - 703,100. 1,928,200. MT (+/- 180 meters Scaled) FU3811 FU3811 SUPERSEDED SURVEY CONTROL FU3811 FU3811 NGVD 29 - 262.71 (m) 861.9 (f) RESET 3 FU3811 FU3811.Superseded values are not recommended for survey control. FU3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3811.See file dsdata.txt to determine how the superseded data were derived. FU3811 FU3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV373109(NAD 83) FU3811_MARKER: DV = VERTICAL CONTROL DISK FU3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3811_STAMPING: R 1207 RESET 1990 FU3811_MARK LOGO: NGS FU3811_MAGNETIC: N = NO MAGNETIC MATERIAL FU3811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3811+STABILITY: SURFACE MOTION FU3811 FU3811 HISTORY - Date Condition Report By FU3811 HISTORY - 1990 MONUMENTED CA-029 FU3811 FU3811 STATION DESCRIPTION FU3811 FU3811'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3811'4.8 MILES (7.7 KM) EAST ALONG SOUTHERN PACIFIC-SANTA FE RAILROAD FROM FU3811'THE STATION IN EDISON, 5 POLES WESTERLY OF MILEPOST 325, OF THE FU3811'SOUTHWEST CORNER OF THE CROSSING OF NEUMARKEL ROAD, 2.5 FEET (0.8 M) FU3811'WESTERLY OF TELEGRAPH POLE IN LINE WITH POLE LINE, 40.5 FEET (12.3 M) FU3811'SOUTHERLY OF THE SOUTHERLY TRACK, 96 FEET (29.3 M) NORTHERLY OF BENZ FU3811'ROAD, 113 FEET (34.4 M) WESTERLY OF NEUMARKEL ROAD, AND 1 FOOT FU3811'(0.3 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3818 *********************************************************************** FU3818 DESIGNATION - R 285 RESET FU3818 PID - FU3818 FU3818 STATE/COUNTY- CA/KERN FU3818 USGS QUAD - SEMITROPIC (1973) FU3818 FU3818 *CURRENT SURVEY CONTROL FU3818 ___________________________________________________________________ FU3818* NAD 83(1986)- 35 36 02. (N) 119 31 36. (W) SCALED FU3818* NAVD 88 - 79.43 (+/-2cm) 260.6 (feet) VERTCON FU3818 ___________________________________________________________________ FU3818 GEOID HEIGHT- -34.43 (meters) GEOID99 FU3818 FU3818 VERT ORDER - THIRD (See Below) FU3818 FU3818.The horizontal coordinates were scaled from a topographic map and have FU3818.an estimated accuracy of +/- 6 seconds. FU3818 FU3818.The NAVD 88 height was computed by applying the VERTCON shift value to FU3818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3818.The vertical order pertains to the superseded datum. FU3818 FU3818.The geoid height was determined by GEOID99. FU3818 FU3818; North East Units Estimated Accuracy FU3818;SPC CA 5 - 734,070. 1,861,660. MT (+/- 180 meters Scaled) FU3818 FU3818 SUPERSEDED SURVEY CONTROL FU3818 FU3818 NGVD 29 - 78.69 (m) 258.2 (f) RESET 3 FU3818 FU3818.Superseded values are not recommended for survey control. FU3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3818.See file dsdata.txt to determine how the superseded data were derived. FU3818 FU3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV711425(NAD 83) FU3818_MARKER: DV = VERTICAL CONTROL DISK FU3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3818_STAMPING: R 285 RESET 1990 FU3818_MARK LOGO: NGS FU3818_MAGNETIC: N = NO MAGNETIC MATERIAL FU3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3818+STABILITY: SURFACE MOTION FU3818 FU3818 HISTORY - Date Condition Report By FU3818 HISTORY - 1990 MONUMENTED CA-029 FU3818 FU3818 STATION DESCRIPTION FU3818 FU3818'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3818'9.7 MILES (15.6 KM) EAST ALONG HIGHWAY 46 FROM THE POST OFFICE IN LOST FU3818'HILLS, (7.5 MILES EAST OF INTERSECTION OF HIGHWAYS 1-5 AND 46), TO FU3818'THE INTERSECTION OF MCCOY AVENUE TO THE SOUTH, 116 FEET (35.4 M) FU3818'SOUTH-SOUTHWEST OF ORIGINAL MARK, 74 FEET (22.6 M) SOUTH OF THE FU3818'CENTERLINE OF HIGHWAY 46, 30 FEET (9.1 M) EAST OF THE CENTERLINE OF FU3818'MCCOY AVENUE IN NORTH-SOUTH POWER POLE LINE, 3 FEET (0.9 M) SOUTH OF FU3818'POWER POLE, 1 FOOT (0.3 M) SOUTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3822 *********************************************************************** FU3822 DESIGNATION - R 326 RESET FU3822 PID - FU3822 FU3822 STATE/COUNTY- CA/KERN FU3822 USGS QUAD - MARICOPA (1973) FU3822 FU3822 *CURRENT SURVEY CONTROL FU3822 ___________________________________________________________________ FU3822* NAD 83(1986)- 35 03 29. (N) 119 24 03. (W) SCALED FU3822* NAVD 88 - 269.82 (+/-2cm) 885.2 (feet) VERTCON FU3822 ___________________________________________________________________ FU3822 GEOID HEIGHT- -33.79 (meters) GEOID99 FU3822 FU3822 VERT ORDER - THIRD (See Below) FU3822 FU3822.The horizontal coordinates were scaled from a topographic map and have FU3822.an estimated accuracy of +/- 6 seconds. FU3822 FU3822.The NAVD 88 height was computed by applying the VERTCON shift value to FU3822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3822.The vertical order pertains to the superseded datum. FU3822 FU3822.The geoid height was determined by GEOID99. FU3822 FU3822; North East Units Estimated Accuracy FU3822;SPC CA 5 - 673,720. 1,872,220. MT (+/- 180 meters Scaled) FU3822 FU3822 SUPERSEDED SURVEY CONTROL FU3822 FU3822 NGVD 29 - 269.00 (m) 882.5 (f) RESET 3 FU3822 FU3822.Superseded values are not recommended for survey control. FU3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3822.See file dsdata.txt to determine how the superseded data were derived. FU3822 FU3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU810821(NAD 83) FU3822_MARKER: DV = VERTICAL CONTROL DISK FU3822_SETTING: 31 = CURB FU3822_STAMPING: R 326 RESET 1991 FU3822_MARK LOGO: NGS FU3822_MAGNETIC: N = NO MAGNETIC MATERIAL FU3822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU3822 FU3822 HISTORY - Date Condition Report By FU3822 HISTORY - 1991 MONUMENTED CADT FU3822 FU3822 STATION DESCRIPTION FU3822 FU3822'DESCRIBED BY CALTRANS 1991 FU3822'AT THE INTERSECTION OF STATE HIGHWAY 33 AND 166 IN MARICOPA, GO SOUTH FU3822'28.0 FEET (8.5 M) TO CURB AND GUTTER, THEN 35.0 FEET (10.7 M) WEST TO FU3822'NEW MARK, 10.5 FEET (3.2 M) SOUTH TO POWER POLE, 23.8 FEET (7.3 M) FU3822'SOUTHWEST TO A 14-INCH TREE, 28.0 FEET (8.5 M) NORTH TO CENTERLINE OF FU3822'HIGHWAY 33, AND 100.0 FEET (30.5 M) SOUTHEAST TO A 30-INCH PALM TREE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3821 *********************************************************************** FU3821 DESIGNATION - S 1132 RESET FU3821 PID - FU3821 FU3821 STATE/COUNTY- CA/KERN FU3821 USGS QUAD - TAFT (1973) FU3821 FU3821 *CURRENT SURVEY CONTROL FU3821 ___________________________________________________________________ FU3821* NAD 83(1986)- 35 09 46. (N) 119 25 14. (W) SCALED FU3821* NAVD 88 - 281.87 (+/-2cm) 924.8 (feet) VERTCON FU3821 ___________________________________________________________________ FU3821 GEOID HEIGHT- -34.16 (meters) GEOID99 FU3821 FU3821 VERT ORDER - THIRD (See Below) FU3821 FU3821.The horizontal coordinates were scaled from a topographic map and have FU3821.an estimated accuracy of +/- 6 seconds. FU3821 FU3821.The NAVD 88 height was computed by applying the VERTCON shift value to FU3821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3821.The vertical order pertains to the superseded datum. FU3821 FU3821.The geoid height was determined by GEOID99. FU3821 FU3821; North East Units Estimated Accuracy FU3821;SPC CA 5 - 685,360. 1,870,590. MT (+/- 180 meters Scaled) FU3821 FU3821 SUPERSEDED SURVEY CONTROL FU3821 FU3821 NGVD 29 - 281.07 (m) 922.1 (f) RESET 3 FU3821 FU3821.Superseded values are not recommended for survey control. FU3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3821.See file dsdata.txt to determine how the superseded data were derived. FU3821 FU3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU795937(NAD 83) FU3821_MARKER: DV = VERTICAL CONTROL DISK FU3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3821_STAMPING: S 1132 RESET 1990 FU3821_MARK LOGO: NGS FU3821_MAGNETIC: N = NO MAGNETIC MATERIAL FU3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3821+STABILITY: SURFACE MOTION FU3821 FU3821 HISTORY - Date Condition Report By FU3821 HISTORY - 1990 MONUMENTED CA-029 FU3821 FU3821 STATION DESCRIPTION FU3821 FU3821'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3821'2.3 MILES (3.7 KM) NORTHEAST ALONG AIRPORT ROAD FROM THE JUNCTION OF FU3821'KERN STREET AND STATE HIGHWAY 119, AT A 2 FOOT (0.6 M) EAST-WEST FU3821'OVERHEAD POWER LINE CROSSING, 54 FEET (16.5 M) SOUTH OF CULVERT AT FU3821'MILE POST 478, 215 FEET (65.5 M) WEST-SOUTHWEST OF ORIGINAL STATION, FU3821'191.5 FEET (58.4 M) WEST OF CENTERLINE OF AIRPORT ROAD IN AN FU3821'EAST-WEST POWER LINE, 3 FEET (0.9 M) EAST OF POWER POLE 2, AND 1 FOOT FU3821'(0.3 M) EAST OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 EW9577 *********************************************************************** EW9577 DESIGNATION - S 488 RESET EW9577 PID - EW9577 EW9577 STATE/COUNTY- CA/KERN EW9577 USGS QUAD - ROSAMOND (1973) EW9577 EW9577 *CURRENT SURVEY CONTROL EW9577 ___________________________________________________________________ EW9577* NAD 83(1986)- 34 51 50. (N) 118 11 08. (W) SCALED EW9577* NAVD 88 - 716.84 (+/-2cm) 2351.8 (feet) VERTCON EW9577 ___________________________________________________________________ EW9577 GEOID HEIGHT- -32.04 (meters) GEOID99 EW9577 EW9577 VERT ORDER - THIRD (See Below) EW9577 EW9577.The horizontal coordinates were scaled from a topographic map and have EW9577.an estimated accuracy of +/- 6 seconds. EW9577 EW9577.The NAVD 88 height was computed by applying the VERTCON shift value to EW9577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW9577.The vertical order pertains to the superseded datum. EW9577 EW9577.The geoid height was determined by GEOID99. EW9577 EW9577; North East Units Estimated Accuracy EW9577;SPC CA 5 - 651,310. 1,983,030. MT (+/- 180 meters Scaled) EW9577 EW9577 SUPERSEDED SURVEY CONTROL EW9577 EW9577 NGVD 29 - 716.00 (m) 2349.1 (f) RESET 3 EW9577 EW9577.Superseded values are not recommended for survey control. EW9577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW9577.See file dsdata.txt to determine how the superseded data were derived. EW9577 EW9577_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU916585(NAD 83) EW9577_MARKER: DV = VERTICAL CONTROL DISK EW9577_SETTING: 30 = DRAIN EW9577_STAMPING: S 488 RESET 1989 EW9577_MARK LOGO: NGS EW9577_MAGNETIC: N = NO MAGNETIC MATERIAL EW9577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW9577 EW9577 HISTORY - Date Condition Report By EW9577 HISTORY - 1989 MONUMENTED CA-029 EW9577 EW9577 STATION DESCRIPTION EW9577 EW9577'DESCRIBED BY KERN COUNTY CALIFORNIA 1989 EW9577'0.7 MILES (1.1 KM) WEST ALONG ROSAMOND BOULEVARD FROM THE INTERSECTION EW9577'WITH STATE HIGHWAY 14 TO THE INTERSECTION OF ROSAMOND BOULEVARD AND EW9577'30TH STREET WEST AND THE NEW MARK ON THE NORTHWEST CORNER IN TOP OF EW9577'THE SOUTHEAST CORNER OF A 5.5 X 5.5 CONCRETE DRAINAGE STRUCTURE NEAR EW9577'THE NORTH END OF NORTHWEST CURB, 78 FEET (23.8 M) NORTH OF ROSAMOND EW9577'BOULEVARD AND 34 FEET (10.4 M) WEST OF 30TH STREET WEST INTERSECTION, EW9577'THE CORNER TO SECTIONS 18 19 17 20, T9N R12W, APPROXIMATELY 21.0 FEET EW9577'(6.4 M) EAST AND 50 FEET (15.2 M) NORTH OF ORIGINAL STATION. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3812 *********************************************************************** FU3812 DESIGNATION - S 673 RESET FU3812 PID - FU3812 FU3812 STATE/COUNTY- CA/KERN FU3812 USGS QUAD - WASCO SW (1973) FU3812 FU3812 *CURRENT SURVEY CONTROL FU3812 ___________________________________________________________________ FU3812* NAD 83(1986)- 35 36 03. (N) 119 23 05. (W) SCALED FU3812* NAVD 88 - 89.69 (+/-2cm) 294.3 (feet) VERTCON FU3812 ___________________________________________________________________ FU3812 GEOID HEIGHT- -33.94 (meters) GEOID99 FU3812 FU3812 VERT ORDER - THIRD (See Below) FU3812 FU3812.The horizontal coordinates were scaled from a topographic map and have FU3812.an estimated accuracy of +/- 6 seconds. FU3812 FU3812.The NAVD 88 height was computed by applying the VERTCON shift value to FU3812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3812.The vertical order pertains to the superseded datum. FU3812 FU3812.The geoid height was determined by GEOID99. FU3812 FU3812; North East Units Estimated Accuracy FU3812;SPC CA 5 - 733,910. 1,874,520. MT (+/- 180 meters Scaled) FU3812 FU3812 SUPERSEDED SURVEY CONTROL FU3812 FU3812 NGVD 29 - 88.91 (m) 291.7 (f) RESET 3 FU3812 FU3812.Superseded values are not recommended for survey control. FU3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3812.See file dsdata.txt to determine how the superseded data were derived. FU3812 FU3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV839422(NAD 83) FU3812_MARKER: DV = VERTICAL CONTROL DISK FU3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3812_STAMPING: S 673 RESET 1990 FU3812_MARK LOGO: NGS FU3812_MAGNETIC: N = NO MAGNETIC MATERIAL FU3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3812+STABILITY: SURFACE MOTION FU3812 FU3812 HISTORY - Date Condition Report By FU3812 HISTORY - 1990 MONUMENTED CA-029 FU3812 FU3812 STATION DESCRIPTION FU3812 FU3812'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3812'2.9 MILES (4.7 KM) WEST ALONG HIGHWAY 46 FROM THE JUNCTION OF F STREET FU3812'IN WASCO, AT THE INTERSECTION OF LENORA AVENUE LEADING NORTH, AND A FU3812'DIRT ROAD LEADING SOUTH TO WASCO HIGH SCHOOL FARM LABORATORY, 107 FU3812'FEET (32.6 M) SOUTH-SOUTHEAST OF ORIGINAL STATION, 75 FEET (22.9 M) FU3812'SOUTH OF CENTERLINE OF HIGHWAY 46, 18 FEET (5.5 M) EAST OF CENTERLINE FU3812'OF DIRT ROAD LEADING TO WASCO HIGH SCHOOL FARM LABORATORY, 3 FEET FU3812'(0.9 M) NORTH OF POWER POLE IN LINE WITH POLES ON NORTH-SOUTH POWER FU3812'LINE, 35.5 FEET (10.8 M) EAST AND 3.5 FEET (1.1 M) SOUTH OF NORTHEAST FU3812'CORNER OF ALMOND ORCHARD, AND 1-FOOT NORTH OF A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3714 *********************************************************************** FU3714 DESIGNATION - SHELL 2 FU3714 PID - FU3714 FU3714 STATE/COUNTY- CA/KERN FU3714 USGS QUAD - ANTELOPE PLAIN (1982) FU3714 FU3714 *CURRENT SURVEY CONTROL FU3714 ___________________________________________________________________ FU3714* NAD 83(1992)- 35 43 53.40957(N) 119 45 38.79254(W) ADJUSTED FU3714* NAVD 88 - 74.80 (+/-2cm) 245.4 (feet) VERTCON FU3714 ___________________________________________________________________ FU3714 EPOCH DATE - 1991.35 FU3714 LAPLACE CORR- 0.40 (seconds) DEFLEC99 FU3714 GEOID HEIGHT- -34.74 (meters) GEOID99 FU3714 FU3714 HORZ ORDER - SECOND FU3714 VERT ORDER - THIRD (See Below) FU3714 FU3714.The horizontal coordinates were established by classical geodetic methods FU3714.and adjusted by the National Geodetic Survey in June 1996. FU3714.The horizontal coordinates are valid at the epoch date displayed above. FU3714.The epoch date for horizontal control is a decimal equivalence FU3714.of Year/Month/Day. FU3714 FU3714.The NAVD 88 height was computed by applying the VERTCON shift value to FU3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3714.The vertical order pertains to the superseded datum. FU3714 FU3714.The Laplace correction was computed from DEFLEC99 derived deflections. FU3714 FU3714.The geoid height was determined by GEOID99. FU3714 FU3714; North East Units Scale Converg. FU3714;SPC CA 5 - 748,940.856 1,840,702.809 MT 1.00006847 -1 00 13.2 FU3714;SPC CA 5 - 2,457,150.13 6,039,039.13 sFT 1.00006847 -1 00 13.2 FU3714;UTM 11 - 3,957,683.526 250,306.172 MT 1.00036835 -1 36 47.1 FU3714 FU3714: Primary Azimuth Mark Grid Az FU3714:SPC CA 5 - SHELL AZ 086 46 53.2 FU3714:UTM 11 - SHELL AZ 087 23 27.1 FU3714 FU3714|---------------------------------------------------------------------| FU3714| PID Reference Object Distance Geod. Az | FU3714| dddmmss.s | FU3714| AH5296 SHELL 2 RM 3 43.117 METERS 04926 | FU3714| FU3706 SHELL MID PUMPING STA STACK APPROX. 2.6 KM 0673714.8 | FU3714| FU2810 SHELL AZ 0854640.0 | FU3714| FU2812 SHELL 32.429 METERS 25241 | FU3714| AH5297 SHELL 2 RM 4 30.208 METERS 31312 | FU3714|---------------------------------------------------------------------| FU3714 FU3714 SUPERSEDED SURVEY CONTROL FU3714 FU3714 NAD 83(1992)- 35 43 53.41128(N) 119 45 38.79285(W) AD(1991.35) 2 FU3714 NAD 83(1986)- 35 43 53.40844(N) 119 45 38.78090(W) AD(1984.00) 2 FU3714 NAD 27 - 35 43 53.55416(N) 119 45 35.32106(W) AD( ) 2 FU3714 NGVD 29 - 74.00 (m) 242.8 (f) RESET 3 FU3714 FU3714.Superseded values are not recommended for survey control. FU3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3714.See file dsdata.txt to determine how the superseded data were derived. FU3714 FU3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV5030657684(NAD 83) FU3714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION FU3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3714 FU3714 HISTORY - Date Condition Report By FU3714 HISTORY - 1975 MONUMENTED NGS FU3714 FU3714 STATION DESCRIPTION FU3714 FU3714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) FU3714'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF BLACKWELLS FU3714'CORNER, 10 MILES NORTHWEST OF LOST HILLS, 1.2 MILES WEST OF FU3714'INTERSTATE HIGHWAY 5, IN THE SOUTHEAST QUADRANT OF THE CROSSROAD FU3714'INTERSECTION OF TWISSELMAN AND SHELLCO ROADS, AND ABOUT 2-1/2 FU3714'FEET HIGHER THAN THE GRADER DITCHES. FU3714' FU3714'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND FU3714'INTERSTATE HIGHWAY 5, ABOUT 2 MILES EAST OF THE POST OFFICE IN FU3714'LOST HILLS, DRIVE NORTHWEST ON THE INTERSTATE HIGHWAY FOR 9.3 FU3714'MILES TO ITS INTERCHANGE WITH TWISSELMAN ROAD. LEAVE THE FU3714'HIGHWAY AND DRIVE WEST ON TWISSELMAN ROAD FOR 0.9 MILE TO THE FU3714'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD. CONTINUE FU3714'WEST FOR 0.3 MILE TO SHELLCO ROAD AND THE STATION. FU3714' FU3714'SURFACE AND UNDERGROUND STATION MARKS ARE NGS HORIZONTAL CONTROL FU3714'DISKS, EACH STAMPED SHELL 2 1975 AND SET IN CONCRETE. THE SURFACE FU3714'MARK IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE POST FU3714'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT IS 47.5 FEET FU3714'SOUTHEAST OF THE CENTER OF THE CROSSROAD JUNCTION, 41.5 FEET FU3714'SOUTH OF THE CENTER OF TWISSELMAN ROAD, 20.0 FEET EAST OF THE FU3714'CENTER OF SHELLCO ROAD, 4.6 FEET SOUTHEAST OF A GALVANIZED IRON FU3714'PIPE STOP SIGN STANDARD, 2.5 FEET NORTH AND 2.5 FEET WEST OF FU3714'TWO METAL WITNESS POSTS WITH SIGNS ATTACHED, AND 2.4 FEET FU3714'SOUTH OF A GALVANIZED IRON PIPE STREET SIGN STANDARD. FU3714'THE UNDERGROUND STATION MARK IS SET 4 FEET BELOW THE FU3714'GROUND SURFACE. FU3714' FU3714'REFERENCE MARK 3, A STANDARD C AND GS REFERENCE DISK STAMPED SHELL 2 FU3714'NO. 3 1975, IS SET IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES FU3714'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS FU3714'134.5 FEET EAST OF THE CENTER OF SHELLCO ROAD, 49.0 FEET NORTH OF FU3714'THE CENTER OF TWISSELMAN ROAD, 1.3 FEET EAST OF A METAL WITNESS FU3714'POST WITH SIGN ATTACHED AND 1.2 FEET WEST OF POWERLINE POLE FU3714'NUMBER 22. FU3714' FU3714'REFERENCE MARK 4, A NGS REFERENCE DISK STAMPED SHELL 2 NO. 4 1975, FU3714'IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE POST THAT FU3714'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 56.0 FEET FU3714'NORTHWEST OF THE CENTERLINE OF THE JUNCTION OF THE CROSSROADS, FU3714'47.0 FEET WEST OF THE CENTER OF SHELLCO ROAD, 27.0 FEET NORTH OF FU3714'THE CENTER OF TWISSELMAN ROAD, 2.0 FEET NORTHEAST OF POWERLINE FU3714'POLE NUMBER 23 AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST FU3714'WITH SIGN ATTACHED. FU3714' FU3714'THE AZIMUTH MARK IS THE SAME ONE THAT WAS ESTABLISHED FOR FU3714'TRIANGULATION STATION SHELL 1942. IT IS A STANDARD C AND GS AZIMUTH FU3714'MARK DISK STAMPED SHELL 1942, SET IN THE TOP OF A 10 INCHES SQUARE FU3714'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT FU3714'IS SITUATED BENEATH AN EAST-WEST POWERLINE, 233 FEET WEST OF FU3714'POWERLINE POLE NO. 1-14, 132 FEET EAST OF POWERLINE POLE NO. FU3714'1-15, 48.5 FEET NORTH OF THE CENTER OF TWISSELMAN ROAD, 2.5 FEET FU3714'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1.6 FEET WEST FU3714'OF A METAL WITNESS POST WITH SIGN ATTACHED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5296 *********************************************************************** AH5296 DESIGNATION - SHELL 2 RM 3 AH5296 PID - AH5296 AH5296 STATE/COUNTY- CA/KERN AH5296 USGS QUAD - ANTELOPE PLAIN (1982) AH5296 AH5296 *CURRENT SURVEY CONTROL AH5296 ___________________________________________________________________ AH5296* NAD 83(1986)- 35 43 55. (N) 119 45 34. (W) SCALED AH5296* NAVD 88 - 73.89 (+/-2cm) 242.4 (feet) VERTCON AH5296 ___________________________________________________________________ AH5296 GEOID HEIGHT- -34.74 (meters) GEOID99 AH5296 AH5296 VERT ORDER - THIRD (See Below) AH5296 AH5296.The horizontal coordinates were scaled from a topographic map and have AH5296.an estimated accuracy of +/- 6 seconds. AH5296 AH5296.The NAVD 88 height was computed by applying the VERTCON shift value to AH5296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5296.The vertical order pertains to the superseded datum. AH5296 AH5296.The geoid height was determined by GEOID99. AH5296 AH5296; North East Units Estimated Accuracy AH5296;SPC CA 5 - 748,990. 1,840,820. MT (+/- 180 meters Scaled) AH5296 AH5296 SUPERSEDED SURVEY CONTROL AH5296 AH5296 NGVD 29 - 73.08 (m) 239.8 (f) RESET 3 AH5296 AH5296.Superseded values are not recommended for survey control. AH5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5296.See file dsdata.txt to determine how the superseded data were derived. AH5296 AH5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV504577(NAD 83) AH5296 AH5296 HISTORY - Date Condition Report By AH5296 HISTORY - 1975 MONUMENTED NGS AH5296 AH5296 STATION DESCRIPTION AH5296 AH5296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) AH5296'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND AH5296'INTERSTATE HIGHWAY 5, ABOUT 2 MILES EAST OF THE POST OFFICE IN AH5296'LOST HILLS, DRIVE NORTHWEST ON THE INTERSTATE HIGHWAY FOR 9.3 AH5296'MILES TO ITS INTERCHANGE WITH TWISSELMAN ROAD. LEAVE THE AH5296'HIGHWAY AND DRIVE WEST ON TWISSELMAN ROAD FOR 0.9 MILE TO THE AH5296'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD. CONTINUE AH5296'WEST FOR 0.3 MILE TO SHELLCO ROAD AND THE STATION. AH5296' AH5296'REFERENCE MARK 3, A STANDARD C AND GS REFERENCE DISK STAMPED SHELL 2 AH5296'NO. 3 1975, IS SET IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES AH5296'SQUARE AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS AH5296'134.5 FEET EAST OF THE CENTER OF SHELLCO ROAD, 49.0 FEET NORTH OF AH5296'THE CENTER OF TWISSELMAN ROAD, 1.3 FEET EAST OF A METAL WITNESS AH5296'POST WITH SIGN ATTACHED AND 1.2 FEET WEST OF POWERLINE POLE AH5296'NUMBER 22. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AH5297 *********************************************************************** AH5297 DESIGNATION - SHELL 2 RM 4 AH5297 PID - AH5297 AH5297 STATE/COUNTY- CA/KERN AH5297 USGS QUAD - ANTELOPE PLAIN (1982) AH5297 AH5297 *CURRENT SURVEY CONTROL AH5297 ___________________________________________________________________ AH5297* NAD 83(1986)- 35 43 55. (N) 119 45 38. (W) SCALED AH5297* NAVD 88 - 74.62 (+/-2cm) 244.8 (feet) VERTCON AH5297 ___________________________________________________________________ AH5297 GEOID HEIGHT- -34.74 (meters) GEOID99 AH5297 AH5297 VERT ORDER - THIRD (See Below) AH5297 AH5297.The horizontal coordinates were scaled from a topographic map and have AH5297.an estimated accuracy of +/- 6 seconds. AH5297 AH5297.The NAVD 88 height was computed by applying the VERTCON shift value to AH5297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH5297.The vertical order pertains to the superseded datum. AH5297 AH5297.The geoid height was determined by GEOID99. AH5297 AH5297; North East Units Estimated Accuracy AH5297;SPC CA 5 - 748,990. 1,840,720. MT (+/- 180 meters Scaled) AH5297 AH5297 SUPERSEDED SURVEY CONTROL AH5297 AH5297 NGVD 29 - 73.82 (m) 242.2 (f) RESET 3 AH5297 AH5297.Superseded values are not recommended for survey control. AH5297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH5297.See file dsdata.txt to determine how the superseded data were derived. AH5297 AH5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV503577(NAD 83) AH5297 AH5297 HISTORY - Date Condition Report By AH5297 HISTORY - 1975 MONUMENTED NGS AH5297 AH5297 STATION DESCRIPTION AH5297 AH5297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) AH5297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND AH5297'INTERSTATE HIGHWAY 5, ABOUT 2 MILES EAST OF THE POST OFFICE IN AH5297'LOST HILLS, DRIVE NORTHWEST ON THE INTERSTATE HIGHWAY FOR 9.3 AH5297'MILES TO ITS INTERCHANGE WITH TWISSELMAN ROAD. LEAVE THE AH5297'HIGHWAY AND DRIVE WEST ON TWISSELMAN ROAD FOR 0.9 MILE TO THE AH5297'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD. CONTINUE AH5297'WEST FOR 0.3 MILE TO SHELLCO ROAD AND THE STATION. AH5297' AH5297'REFERENCE MARK 4, A NGS REFERENCE DISK STAMPED SHELL 2 NO. 4 1975, AH5297'IS SET IN THE TOP OF A 10 INCHES IN DIAMETER CONCRETE POST THAT AH5297'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 56.0 FEET AH5297'NORTHWEST OF THE CENTERLINE OF THE JUNCTION OF THE CROSSROADS, AH5297'47.0 FEET WEST OF THE CENTER OF SHELLCO ROAD, 27.0 FEET NORTH OF AH5297'THE CENTER OF TWISSELMAN ROAD, 2.0 FEET NORTHEAST OF POWERLINE AH5297'POLE NUMBER 23 AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST AH5297'WITH SIGN ATTACHED. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU2729 *********************************************************************** FU2729 DESIGNATION - SIX POINTS RM 3 FU2729 PID - FU2729 FU2729 STATE/COUNTY- CA/KERN FU2729 USGS QUAD - BLACKWELLS CORNER (1982) FU2729 FU2729 *CURRENT SURVEY CONTROL FU2729 ___________________________________________________________________ FU2729* NAD 83(1986)- 35 36 54. (N) 119 48 41. (W) SCALED FU2729* NAVD 88 - 159.03 (+/-2cm) 521.8 (feet) VERTCON FU2729 ___________________________________________________________________ FU2729 GEOID HEIGHT- -34.70 (meters) GEOID99 FU2729 FU2729 VERT ORDER - THIRD (See Below) FU2729 FU2729.The horizontal coordinates were scaled from a topographic map and have FU2729.an estimated accuracy of +/- 6 seconds. FU2729 FU2729.The NAVD 88 height was computed by applying the VERTCON shift value to FU2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU2729.The vertical order pertains to the superseded datum. FU2729 FU2729.The geoid height was determined by GEOID99. FU2729 FU2729; North East Units Estimated Accuracy FU2729;SPC CA 5 - 736,100. 1,835,890. MT (+/- 180 meters Scaled) FU2729 FU2729 SUPERSEDED SURVEY CONTROL FU2729 FU2729 NGVD 29 - 158.25 (m) 519.2 (f) RESET 3 FU2729 FU2729.Superseded values are not recommended for survey control. FU2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU2729.See file dsdata.txt to determine how the superseded data were derived. FU2729 FU2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV453448(NAD 83) FU2729_MARKER: DR = REFERENCE MARK DISK FU2729_SETTING: 0 = UNSPECIFIED SETTING FU2729_STAMPING: SIX POINTS 1942 NO 3 1969 FU2729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU2729 FU2729 HISTORY - Date Condition Report By FU2729 HISTORY - 1969 MONUMENTED CGS FU2729 FU2729 STATION DESCRIPTION FU2729 FU2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU2729'3.1 MI E FROM BLACKWELLS CORNER. FU2729'3.1 MILES EAST ALONG STATE HIGHWAY 46 FROM ITS INTERSECTION WITH FU2729'STATE HIGHWAY 33 AT BLACKWELLS CORNER, 69.38 FEET NORTHEAST OF FU2729'TRIANGULATION STATION SIX POINTS 1942, 60.0 FEET SOUTH OF THE FU2729'CENTER OF STATE HIGHWAY 46, AND 1.3 FEET WEST OF A METAL WITNESS FU2729'POST WITH WIGN ATTACHED. A LEVEL CONNECTION WAS MADE TO BOTH FU2729'BENCH MARKS SIX POINTS AND SIX POINTS R.M. 2. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3813 *********************************************************************** FU3813 DESIGNATION - T 457 RESET FU3813 PID - FU3813 FU3813 STATE/COUNTY- CA/KERN FU3813 USGS QUAD - WASCO SW (1973) FU3813 FU3813 *CURRENT SURVEY CONTROL FU3813 ___________________________________________________________________ FU3813* NAD 83(1986)- 35 36 03. (N) 119 28 26. (W) SCALED FU3813* NAVD 88 - 79.36 (+/-2cm) 260.4 (feet) VERTCON FU3813 ___________________________________________________________________ FU3813 GEOID HEIGHT- -34.26 (meters) GEOID99 FU3813 FU3813 VERT ORDER - THIRD (See Below) FU3813 FU3813.The horizontal coordinates were scaled from a topographic map and have FU3813.an estimated accuracy of +/- 6 seconds. FU3813 FU3813.The NAVD 88 height was computed by applying the VERTCON shift value to FU3813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3813.The vertical order pertains to the superseded datum. FU3813 FU3813.The geoid height was determined by GEOID99. FU3813 FU3813; North East Units Estimated Accuracy FU3813;SPC CA 5 - 734,030. 1,866,440. MT (+/- 180 meters Scaled) FU3813 FU3813 SUPERSEDED SURVEY CONTROL FU3813 FU3813 NGVD 29 - 78.61 (m) 257.9 (f) RESET 3 FU3813 FU3813.Superseded values are not recommended for survey control. FU3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3813.See file dsdata.txt to determine how the superseded data were derived. FU3813 FU3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV758424(NAD 83) FU3813_MARKER: DV = VERTICAL CONTROL DISK FU3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3813_STAMPING: T 457 RESET 1990 FU3813_MARK LOGO: NGS FU3813_MAGNETIC: N = NO MAGNETIC MATERIAL FU3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3813+STABILITY: SURFACE MOTION FU3813 FU3813 HISTORY - Date Condition Report By FU3813 HISTORY - 1990 MONUMENTED CA-029 FU3813 FU3813 STATION DESCRIPTION FU3813 FU3813'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3813'7.9 MILES (12.7 KM) WEST ALONG HIGHWAY 46 FROM THE INTERSECTION OF F FU3813'STREET IN WASCO, TO THE INTERSECTION OF ROWLEE ROAD LEADING NORTH AND FU3813'SOUTH 500 FEET (152.4 M) SOUTHEAST OF ORIGINAL STATION, 355 FEET FU3813'(108.2 M) SOUTH OF CENTERLINE OF HIGHWAY 46 AND 26 FEET (7.9 M) WEST FU3813'OF CENTERLINE OF ROWLEE ROAD AND 3 FEET (0.9 M) NORTH OF POWERPOLE IN FU3813'LINE WITH POLES TO NORTH AND SOUTH, 1 FOOT (0.3 M) NORTH OF WITNESS FU3813'POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3803 *********************************************************************** FU3803 DESIGNATION - T 908 RESET FU3803 PID - FU3803 FU3803 STATE/COUNTY- CA/KERN FU3803 USGS QUAD - TUPMAN (1973) FU3803 FU3803 *CURRENT SURVEY CONTROL FU3803 ___________________________________________________________________ FU3803* NAD 83(1986)- 35 22 07. (N) 119 15 04. (W) SCALED FU3803* NAVD 88 - 101.10 (+/-2cm) 331.7 (feet) VERTCON FU3803 ___________________________________________________________________ FU3803 GEOID HEIGHT- -33.90 (meters) GEOID99 FU3803 FU3803 VERT ORDER - THIRD (See Below) FU3803 FU3803.The horizontal coordinates were scaled from a topographic map and have FU3803.an estimated accuracy of +/- 6 seconds. FU3803 FU3803.The NAVD 88 height was computed by applying the VERTCON shift value to FU3803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3803.The vertical order pertains to the superseded datum. FU3803 FU3803.The geoid height was determined by GEOID99. FU3803 FU3803; North East Units Estimated Accuracy FU3803;SPC CA 5 - 707,990. 1,886,310. MT (+/- 180 meters Scaled) FU3803 FU3803 SUPERSEDED SURVEY CONTROL FU3803 FU3803 NGVD 29 - 100.28 (m) 329.0 (f) RESET 3 FU3803 FU3803.Superseded values are not recommended for survey control. FU3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3803.See file dsdata.txt to determine how the superseded data were derived. FU3803 FU3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV954162(NAD 83) FU3803_MARKER: DV = VERTICAL CONTROL DISK FU3803_SETTING: 37 = DAM WALL FU3803_STAMPING: T 908 RESET 1980 FU3803_MARK LOGO: NGS FU3803_MAGNETIC: N = NO MAGNETIC MATERIAL FU3803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FU3803 FU3803 HISTORY - Date Condition Report By FU3803 HISTORY - 1980 MONUMENTED RBNF FU3803 FU3803 STATION DESCRIPTION FU3803 FU3803'DESCRIBED BY RESEARCHED BUT NOT FOUND 1980 FU3803'6.3 MILES (10.1 KM) WEST ALONG STATE HIGHWAY 58 FROM THE ROSEDALE FU3803'UNION SCHOOL IN ROSEDALE, THENCE 1.0 MILE (1.6 KM) SOUTH ALONG STATE FU3803'HIGHWAY 43, 225 FEET (68.6 M) NORTHEAST OF INTERSECTION OF STATE FU3803'HIGHWAY 43 AND BRIMHALL ROAD, 15.3 FEET (4.7 M) SOUTH OF THE CENTER FU3803'OF THE SPILLWAY, 3.8 FEET (1.2 M) EAST OF THE SOUTH END OF AN IRON FU3803'GUARD RAIL SPANNING THE TOP OF THE DAM, 4.5 FEET (1.4 M) WEST OF THE FU3803'NORTHEAST CORNER OF THE SOUTH SIDE OF THE DAM, 2.2 FEET (0.7 M) FU3803'SOUTHEAST OF THE CENTER OF A STEEL GRATING WALK ACROSS THE DAM, IN FU3803'THE TOP OF THE SOUTH CONCRETE WALL OF THE DAM. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3808 *********************************************************************** FU3808 DESIGNATION - TAFT RESET FU3808 PID - FU3808 FU3808 STATE/COUNTY- CA/KERN FU3808 USGS QUAD - TAFT (1973) FU3808 FU3808 *CURRENT SURVEY CONTROL FU3808 ___________________________________________________________________ FU3808* NAD 83(1986)- 35 08 27. (N) 119 27 33. (W) SCALED FU3808* NAVD 88 - 300.68 (meters) 986.5 (feet) RESET FU3808 ___________________________________________________________________ FU3808 GEOID HEIGHT- -34.05 (meters) GEOID99 FU3808 FU3808 VERT ORDER - THIRD FU3808 FU3808.The horizontal coordinates were scaled from a topographic map and have FU3808.an estimated accuracy of +/- 6 seconds. FU3808 FU3808.The orthometric height was computed from unverified reset data. FU3808.No vertical observational check was made to the station. FU3808 FU3808.The geoid height was determined by GEOID99. FU3808 FU3808; North East Units Estimated Accuracy FU3808;SPC CA 5 - 682,980. 1,867,040. MT (+/- 180 meters Scaled) FU3808 FU3808 SUPERSEDED SURVEY CONTROL FU3808 FU3808 NGVD 29 - 299.87 (m) 983.8 (f) RESET 3 FU3808 FU3808.Superseded values are not recommended for survey control. FU3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3808.See file dsdata.txt to determine how the superseded data were derived. FU3808 FU3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU759914(NAD 83) FU3808_MARKER: DV = VERTICAL CONTROL DISK FU3808_SETTING: 31 = CURB FU3808_STAMPING: TAFT RESET 1983 FU3808_MARK LOGO: NGS FU3808_MAGNETIC: N = NO MAGNETIC MATERIAL FU3808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU3808 FU3808 HISTORY - Date Condition Report By FU3808 HISTORY - 1983 MONUMENTED LOCENG FU3808 FU3808 STATION DESCRIPTION FU3808 FU3808'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 FU3808'IN TAFT, IN SECTION R23E, T32S, S13, IN THE TOP OF THE SOUTH CURB OF FU3808'CENTER STREET, 185 FEET (56.4 M) WEST OF THE CENTER OF THE FU3808'INTERSECTION OF CENTER AND 5TH STREETS, 26.2 FEET (8.0 M) SOUTH OF FU3808'THE CENTER OF CENTER STREET, 1.8 FEET (0.5 M) EAST OF A PROJECTED FU3808'LINE OF THE WEST SIDE OF THE BANK OF AMERICAN BUILDING, AND 1.9 FEET FU3808'(0.6 M) NORTHWEST OF A STEEL STREET LIGHT STANDARD. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3814 *********************************************************************** FU3814 DESIGNATION - U 285 RESET FU3814 PID - FU3814 FU3814 STATE/COUNTY- CA/KERN FU3814 USGS QUAD - WASCO (1973) FU3814 FU3814 *CURRENT SURVEY CONTROL FU3814 ___________________________________________________________________ FU3814* NAD 83(1986)- 35 36 03. (N) 119 22 00. (W) SCALED FU3814* NAVD 88 - 94.04 (+/-2cm) 308.5 (feet) VERTCON FU3814 ___________________________________________________________________ FU3814 GEOID HEIGHT- -33.87 (meters) GEOID99 FU3814 FU3814 VERT ORDER - THIRD (See Below) FU3814 FU3814.The horizontal coordinates were scaled from a topographic map and have FU3814.an estimated accuracy of +/- 6 seconds. FU3814 FU3814.The NAVD 88 height was computed by applying the VERTCON shift value to FU3814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3814.The vertical order pertains to the superseded datum. FU3814 FU3814.The geoid height was determined by GEOID99. FU3814 FU3814; North East Units Estimated Accuracy FU3814;SPC CA 5 - 733,890. 1,876,160. MT (+/- 180 meters Scaled) FU3814 FU3814 SUPERSEDED SURVEY CONTROL FU3814 FU3814 NGVD 29 - 93.25 (m) 305.9 (f) RESET 3 FU3814 FU3814.Superseded values are not recommended for survey control. FU3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3814.See file dsdata.txt to determine how the superseded data were derived. FU3814 FU3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV856422(NAD 83) FU3814_MARKER: DV = VERTICAL CONTROL DISK FU3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3814_STAMPING: U 285 RESET 1990 FU3814_MARK LOGO: NGS FU3814_MAGNETIC: N = NO MAGNETIC MATERIAL FU3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3814+STABILITY: SURFACE MOTION FU3814 FU3814 HISTORY - Date Condition Report By FU3814 HISTORY - 1990 MONUMENTED CA-029 FU3814 FU3814 STATION DESCRIPTION FU3814 FU3814'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3814'1.9 MILES (3.1 KM) WEST ALONG HIGHWAY 46 FROM THE JUNCTION OF F STREET FU3814'IN WASCO, AT THE INTERSECTION OF MAGNOLIA AVENUE LEADING NORTH AND FU3814'SOUTH, 46 FEET (14.0 M) SOUTH-SOUTHWEST OF ORIGINAL STATION, 80 FEET FU3814'(24.4 M) SOUTH OF CENTERLINE OF HIGHWAY 46, 26 FEET (7.9 M) EAST OF FU3814'CENTERLINE OF MAGNOLIA AVENUE, 64 FEET (19.5 M) EAST AND 8.5 FEET FU3814'(2.6 M) SOUTH OF NORTHEAST CORNER OF COUNTRY CORNER STORE, 3 FEET FU3814'(0.9 M) NORTH OF POWERPOLE IN LINE WITH POLES ON NORTH-SOUTH POLE FU3814'LINE, 15 FEET (4.6 M) WEST AND 27 FEET (8.2 M) SOUTH OF NORTHWEST FU3814'CORNER OF ALMOND ORCHARD, 1 FOOT (0.3 M) NORTH OF WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FT0960 *********************************************************************** FT0960 DESIGNATION - U 291 RESET FT0960 PID - FT0960 FT0960 STATE/COUNTY- CA/KERN FT0960 USGS QUAD - OWENS PEAK (1972) FT0960 FT0960 *CURRENT SURVEY CONTROL FT0960 ___________________________________________________________________ FT0960* NAD 83(1986)- 35 38 40. (N) 117 59 23. (W) SCALED FT0960* NAVD 88 - 1383.29 (+/-2cm) 4538.3 (feet) VERTCON FT0960 ___________________________________________________________________ FT0960 GEOID HEIGHT- -29.52 (meters) GEOID99 FT0960 FT0960 VERT ORDER - THIRD (See Below) FT0960 FT0960.The horizontal coordinates were scaled from a topographic map and have FT0960.an estimated accuracy of +/- 6 seconds. FT0960 FT0960.The NAVD 88 height was computed by applying the VERTCON shift value to FT0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FT0960.The vertical order pertains to the superseded datum. FT0960 FT0960.The geoid height was determined by GEOID99. FT0960 FT0960; North East Units Estimated Accuracy FT0960;SPC CA 5 - 737,890. 2,000,930. MT (+/- 180 meters Scaled) FT0960 FT0960 SUPERSEDED SURVEY CONTROL FT0960 FT0960 NGVD 29 - 1382.37 (m) 4535.3 (f) RESET 3 FT0960 FT0960.Superseded values are not recommended for survey control. FT0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FT0960.See file dsdata.txt to determine how the superseded data were derived. FT0960 FT0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV103449(NAD 83) FT0960_MARKER: DD = SURVEY DISK FT0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FT0960_STAMPING: U 291 RESET 1975 FT0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FT0960+STABILITY: SURFACE MOTION FT0960 FT0960 HISTORY - Date Condition Report By FT0960 HISTORY - 1975 MONUMENTED CADT FT0960 FT0960 STATION DESCRIPTION FT0960 FT0960'DESCRIBED BY CALTRANS 1975 FT0960'13.1 MI W FROM INYOKERN. FT0960'13.1 MILES WEST ALONG THE BAKERSFIELD ROAD FROM INYOKERN, KERN FT0960'COUNTY, ON STATE HIGHWAY 178, 5.9 MILES NORTHWEST OF FREEMAN, FT0960'2.5 MILES EAST OF THE SUMMIT OF WALKER PASS, 106 YARDS EAST OF FT0960'MILEPOST 6, AND 70 FEET NORTH OF THE CENTERLINE OF THE ROAD. FT0960'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3815 *********************************************************************** FU3815 DESIGNATION - U 455 RESET FU3815 PID - FU3815 FU3815 STATE/COUNTY- CA/KERN FU3815 USGS QUAD - WASCO SW (1973) FU3815 FU3815 *CURRENT SURVEY CONTROL FU3815 ___________________________________________________________________ FU3815* NAD 83(1986)- 35 36 03. (N) 119 24 09. (W) SCALED FU3815* NAVD 88 - 87.27 (+/-2cm) 286.3 (feet) VERTCON FU3815 ___________________________________________________________________ FU3815 GEOID HEIGHT- -34.00 (meters) GEOID99 FU3815 FU3815 VERT ORDER - THIRD (See Below) FU3815 FU3815.The horizontal coordinates were scaled from a topographic map and have FU3815.an estimated accuracy of +/- 6 seconds. FU3815 FU3815.The NAVD 88 height was computed by applying the VERTCON shift value to FU3815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3815.The vertical order pertains to the superseded datum. FU3815 FU3815.The geoid height was determined by GEOID99. FU3815 FU3815; North East Units Estimated Accuracy FU3815;SPC CA 5 - 733,930. 1,872,910. MT (+/- 180 meters Scaled) FU3815 FU3815 SUPERSEDED SURVEY CONTROL FU3815 FU3815 NGVD 29 - 86.49 (m) 283.8 (f) RESET 3 FU3815 FU3815.Superseded values are not recommended for survey control. FU3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3815.See file dsdata.txt to determine how the superseded data were derived. FU3815 FU3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV823423(NAD 83) FU3815_MARKER: DV = VERTICAL CONTROL DISK FU3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3815_STAMPING: U 455 RESET 1990 FU3815_MARK LOGO: NGS FU3815_MAGNETIC: N = NO MAGNETIC MATERIAL FU3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3815+STABILITY: SURFACE MOTION FU3815 FU3815 HISTORY - Date Condition Report By FU3815 HISTORY - 1990 MONUMENTED CA-029 FU3815 FU3815 STATION DESCRIPTION FU3815 FU3815'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3815'3.9 MILES (6.3 KM) WEST ALONG HIGHWAY 46 FROM THE JUNCTION OF F STREET FU3815'IN WASCO TO THE INTERSECTION OF SCHOFIELD AVENUE TO NORTH AND SOUTH, FU3815'98 FEET (29.9 M) NORTH-NORTHEAST OF ORIGINAL STATION, 52 FEET FU3815'(15.8 M) NORTH OF CENTERLINE OF HIGHWAY, 163 FEET (49.7 M) WEST OF FU3815'CENTERLINE OF SCHOFIELD AVENUE, 3 FEET (0.9 M) WEST OF POWERPOLE IN FU3815'LINE WITH POLES ON AN EAST-WEST POLE LINE, 10 FEET (3.0 M) SOUTH OF 4 FU3815'FEET (1.2 M) BARBED WIRE FENCE ALONG SOUTH SIDE OF RESERVOIR. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU0645 *********************************************************************** FU0645 DESIGNATION - U 948 RESET 1969 FU0645 PID - FU0645 FU0645 STATE/COUNTY- CA/KERN FU0645 USGS QUAD - WASCO (1973) FU0645 FU0645 *CURRENT SURVEY CONTROL FU0645 ___________________________________________________________________ FU0645* NAD 83(1986)- 35 36 31. (N) 119 20 56. (W) SCALED FU0645* NAVD 88 - 96.68 (+/-2cm) 317.2 (feet) VERTCON FU0645 ___________________________________________________________________ FU0645 GEOID HEIGHT- -33.79 (meters) GEOID99 FU0645 FU0645 VERT ORDER - THIRD (See Below) FU0645 FU0645.The horizontal coordinates were scaled from a topographic map and have FU0645.an estimated accuracy of +/- 6 seconds. FU0645 FU0645.The NAVD 88 height was computed by applying the VERTCON shift value to FU0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU0645.The vertical order pertains to the superseded datum. FU0645 FU0645.The geoid height was determined by GEOID99. FU0645 FU0645; North East Units Estimated Accuracy FU0645;SPC CA 5 - 734,730. 1,877,780. MT (+/- 180 meters Scaled) FU0645 FU0645 SUPERSEDED SURVEY CONTROL FU0645 FU0645 NGVD 29 - 95.89 (m) 314.6 (f) RESET 3 FU0645 FU0645.Superseded values are not recommended for survey control. FU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU0645.See file dsdata.txt to determine how the superseded data were derived. FU0645 FU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV872430(NAD 83) FU0645_MARKER: DB = BENCH MARK DISK FU0645_SETTING: 0 = UNSPECIFIED SETTING FU0645_STAMPING: U 948 RESET 1969 FU0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FU0645 FU0645 HISTORY - Date Condition Report By FU0645 HISTORY - 1969 MONUMENTED CGS FU0645 FU0645 STATION DESCRIPTION FU0645 FU0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FU0645'1.4 MI NW FROM WASCO. FU0645'0.9 MILE WEST ALONG STATE HIGHWAY 46 FROM ITS JUNCTION WITH F FU0645'STREET AT WASCO, THENCE 0.5 MILE NORTH ALONG PALM AVENUE, IN FU0645'THE NORTHWEST QUADRANT OF PALM AND GROVER AVENUES, 105.0 FEET FU0645'WEST OF PALM AVENUE, 37.0 FEET NORTH OF THE CENTER OF GROVER FU0645'AVENUE, CEMENTED IN A DRILL HOLE IN THE EAST SIDE AND CENTER OF FU0645'THE TOP OF A CONCRETE WASCO-SHAFTER IRRIGATION DISTRICT SWID FU0645'VALVE BOX, NO. S-5, THAT MEASURES 7.6 FEET LONG BY 7.0 FEET FU0645'WIDE AND PROJECTS 0.7 FOOT ABOVE THE GROUND SURFACE. IT IS FU0645'3.6 FEET SOUTH OF THE NORTHEAST CORNER AND 3.6 FEET NORTH OF FU0645'THE SOUTHEAST CORNER OF THE VALVE BOX. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3823 *********************************************************************** FU3823 DESIGNATION - W 1132 RESET FU3823 PID - FU3823 FU3823 STATE/COUNTY- CA/KERN FU3823 USGS QUAD - TAFT (1973) FU3823 FU3823 *CURRENT SURVEY CONTROL FU3823 ___________________________________________________________________ FU3823* NAD 83(1986)- 35 11 26. (N) 119 25 45. (W) SCALED FU3823* NAVD 88 - 167.86 (+/-2cm) 550.7 (feet) VERTCON FU3823 ___________________________________________________________________ FU3823 GEOID HEIGHT- -34.21 (meters) GEOID99 FU3823 FU3823 VERT ORDER - THIRD (See Below) FU3823 FU3823.The horizontal coordinates were scaled from a topographic map and have FU3823.an estimated accuracy of +/- 6 seconds. FU3823 FU3823.The NAVD 88 height was computed by applying the VERTCON shift value to FU3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3823.The vertical order pertains to the superseded datum. FU3823 FU3823.The geoid height was determined by GEOID99. FU3823 FU3823; North East Units Estimated Accuracy FU3823;SPC CA 5 - 688,450. 1,869,850. MT (+/- 180 meters Scaled) FU3823 FU3823 SUPERSEDED SURVEY CONTROL FU3823 FU3823 NGVD 29 - 167.07 (m) 548.1 (f) RESET 3 FU3823 FU3823.Superseded values are not recommended for survey control. FU3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3823.See file dsdata.txt to determine how the superseded data were derived. FU3823 FU3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU788968(NAD 83) FU3823_MARKER: DV = VERTICAL CONTROL DISK FU3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3823_STAMPING: W 1132 RESET 1990 FU3823_MARK LOGO: NGS FU3823_MAGNETIC: N = NO MAGNETIC MATERIAL FU3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3823+STABILITY: SURFACE MOTION FU3823 FU3823 HISTORY - Date Condition Report By FU3823 HISTORY - 1990 MONUMENTED CA-029 FU3823 FU3823 STATION DESCRIPTION FU3823 FU3823'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3823'0.1 MILE (0.2 KM) EAST ALONG DATE STREET FROM JEFFERSON SCHOOL IN FORD FU3823'CITY, THENCE 0.7 MILE (1.1 KM) NORTHEAST ALONG HARRISON STREET, FU3823'THENCE 2.9 MILES (4.7 KM) NORTHEAST ALONG STATE HIGHWAY 119, THENCE FU3823'0.2 MILES (0.3 KM) SOUTH ALONG AIRPORT ROAD TO THE MARK ON THE EAST FU3823'SIDE OF ROAD, 75.0 FEET (22.9 M) SOUTHEAST OF ORIGINAL STATION, 43 FU3823'EAST OF CENTERLINE OF AIRPORT ROAD, 49 FEET (14.9 M) SOUTH OF FU3823'CENTERLINE CULVERT 6.69, 58 FEET (17.7 M) NORTHWEST OF NORTHWEST FU3823'CORNER, 6 FEET (1.8 M) CHAIN LINK FENCE AROUND TEXACO OIL COMPANY FU3823'VALVE STATION, 3 FEET (0.9 M) SOUTH OF POWER POLE IN NORTH-SOUTH POLE FU3823'LINE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3817 *********************************************************************** FU3817 DESIGNATION - W 807 RESET FU3817 PID - FU3817 FU3817 STATE/COUNTY- CA/KERN FU3817 USGS QUAD - BELRIDGE (1973) FU3817 FU3817 *CURRENT SURVEY CONTROL FU3817 ___________________________________________________________________ FU3817* NAD 83(1986)- 35 26 28. (N) 119 41 28. (W) SCALED FU3817* NAVD 88 - 169.87 (+/-2cm) 557.3 (feet) VERTCON FU3817 ___________________________________________________________________ FU3817 GEOID HEIGHT- -34.65 (meters) GEOID99 FU3817 FU3817 VERT ORDER - THIRD (See Below) FU3817 FU3817.The horizontal coordinates were scaled from a topographic map and have FU3817.an estimated accuracy of +/- 6 seconds. FU3817 FU3817.The NAVD 88 height was computed by applying the VERTCON shift value to FU3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3817.The vertical order pertains to the superseded datum. FU3817 FU3817.The geoid height was determined by GEOID99. FU3817 FU3817; North East Units Estimated Accuracy FU3817;SPC CA 5 - 716,620. 1,846,460. MT (+/- 180 meters Scaled) FU3817 FU3817 SUPERSEDED SURVEY CONTROL FU3817 FU3817 NGVD 29 - 169.11 (m) 554.8 (f) RESET 3 FU3817 FU3817.Superseded values are not recommended for survey control. FU3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3817.See file dsdata.txt to determine how the superseded data were derived. FU3817 FU3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV557252(NAD 83) FU3817_MARKER: DV = VERTICAL CONTROL DISK FU3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3817_STAMPING: W 807 RESET 1990 FU3817_MARK LOGO: NGS FU3817_MAGNETIC: N = NO MAGNETIC MATERIAL FU3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3817+STABILITY: SURFACE MOTION FU3817 FU3817 HISTORY - Date Condition Report By FU3817 HISTORY - 1990 MONUMENTED CADT FU3817 FU3817 STATION DESCRIPTION FU3817 FU3817'DESCRIBED BY CALTRANS 1990 FU3817'0.3 MILE (0.50 KM) NORTH OF INTERSECTION OF HIGHWAY 33 AND LOST HILLS FU3817'ROAD, .15 MILES (0.24 KM) WEST OF INTERSECTION OF 7TH STANDARD ROAD FU3817'AND LOST HILLS ROAD, IN THE NORTH-EAST QUADRANT OF INTERSECTION OF FU3817'HIGHWAY 33 AND 7TH STANDARD ROAD, 57.7 FEET (17.6 M) RIGHT OF THE FU3817'YELLOW STRIPE OF HIGHWAY 33, 2 FEET (0.6 M) SOUTHWEST OF A TELEPHONE FU3817'POLE. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU1896 *********************************************************************** FU1896 DESIGNATION - Y 604 RESET FU1896 PID - FU1896 FU1896 STATE/COUNTY- CA/KERN FU1896 USGS QUAD - COAL OIL CANYON (1973) FU1896 FU1896 *CURRENT SURVEY CONTROL FU1896 ___________________________________________________________________ FU1896* NAD 83(1986)- 35 00 56. (N) 119 01 03. (W) SCALED FU1896* NAVD 88 - 554.46 (+/-2cm) 1819.1 (feet) VERTCON FU1896 ___________________________________________________________________ FU1896 GEOID HEIGHT- -33.04 (meters) GEOID99 FU1896 FU1896 VERT ORDER - THIRD (See Below) FU1896 FU1896.The horizontal coordinates were scaled from a topographic map and have FU1896.an estimated accuracy of +/- 6 seconds. FU1896 FU1896.The NAVD 88 height was computed by applying the VERTCON shift value to FU1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU1896.The vertical order pertains to the superseded datum. FU1896 FU1896.The geoid height was determined by GEOID99. FU1896 FU1896; North East Units Estimated Accuracy FU1896;SPC CA 5 - 668,580. 1,907,140. MT (+/- 180 meters Scaled) FU1896 FU1896 SUPERSEDED SURVEY CONTROL FU1896 FU1896 NGVD 29 - 553.66 (m) 1816.5 (f) RESET 3 FU1896 FU1896.Superseded values are not recommended for survey control. FU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU1896.See file dsdata.txt to determine how the superseded data were derived. FU1896 FU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU159766(NAD 83) FU1896_MARKER: DB = BENCH MARK DISK FU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU1896_STAMPING: Y 604 RESET 1955 FU1896_MARK LOGO: CGS FU1896_PROJECTION: FLUSH FU1896_MAGNETIC: N = NO MAGNETIC MATERIAL FU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU1896+STABILITY: SURFACE MOTION FU1896 FU1896 HISTORY - Date Condition Report By FU1896 HISTORY - 1955 MONUMENTED ROCO FU1896 FU1896 STATION DESCRIPTION FU1896 FU1896'DESCRIBED BY RICHFIELD OIL COMPANY 1955 (HER) FU1896'ABOUT 1.0 MILE (1.6 KM) SOUTH ALONG US HIGHWAY 99 FROM THE TOWN OF FU1896'WHEELER RIDGE, THENCE 2.7 MILES (4.3 KM) WEST TO A FORK IN ROAD, FU1896'THENCE 2.4 MILES (3.9 KM) ALONG RIGHT HAND ROAD TO CONCRETE AND STEEL FU1896'CATTLEGUARD AT SUMMIT OF HILL, THEN TO RIGHT 0.2 MILE (0.3 KM) THAN FU1896'LEFT 0.4 MILE (0.6 KM) TO Y IN ROAD, 0.3 MILE (0.5 KM) ON RIGHT FORK FU1896'TO MONUMENT APPROXIMATELY 10 FEET (3.0 M) OFF OF THE ROAD ON LEFT FU1896'SIDE, AND NEAR WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A FU1896'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 FU3816 *********************************************************************** FU3816 DESIGNATION - Z 1132 RESET FU3816 PID - FU3816 FU3816 STATE/COUNTY- CA/KERN FU3816 USGS QUAD - TAFT (1973) FU3816 FU3816 *CURRENT SURVEY CONTROL FU3816 ___________________________________________________________________ FU3816* NAD 83(1986)- 35 10 46. (N) 119 25 46. (W) SCALED FU3816* NAVD 88 - 197.12 (+/-2cm) 646.7 (feet) VERTCON FU3816 ___________________________________________________________________ FU3816 GEOID HEIGHT- -34.19 (meters) GEOID99 FU3816 FU3816 VERT ORDER - THIRD (See Below) FU3816 FU3816.The horizontal coordinates were scaled from a topographic map and have FU3816.an estimated accuracy of +/- 6 seconds. FU3816 FU3816.The NAVD 88 height was computed by applying the VERTCON shift value to FU3816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FU3816.The vertical order pertains to the superseded datum. FU3816 FU3816.The geoid height was determined by GEOID99. FU3816 FU3816; North East Units Estimated Accuracy FU3816;SPC CA 5 - 687,220. 1,869,810. MT (+/- 180 meters Scaled) FU3816 FU3816 SUPERSEDED SURVEY CONTROL FU3816 FU3816 NGVD 29 - 196.32 (m) 644.1 (f) RESET 3 FU3816 FU3816.Superseded values are not recommended for survey control. FU3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FU3816.See file dsdata.txt to determine how the superseded data were derived. FU3816 FU3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU787956(NAD 83) FU3816_MARKER: DV = VERTICAL CONTROL DISK FU3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FU3816_STAMPING: Z 1132 RESET 1990 FU3816_MARK LOGO: NGS FU3816_MAGNETIC: N = NO MAGNETIC MATERIAL FU3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FU3816+STABILITY: SURFACE MOTION FU3816 FU3816 HISTORY - Date Condition Report By FU3816 HISTORY - 1990 MONUMENTED CA-029 FU3816 FU3816 STATION DESCRIPTION FU3816 FU3816'DESCRIBED BY KERN COUNTY CALIFORNIA 1990 FU3816'0.1 MILES (0.2 KM) EAST ALONG DATE STREET FROM JEFFERSON SCHOOL IN FU3816'FORD CITY, THENCE 0.7 MILES (1.1 KM) NORTHEAST ALONG HARRISON STREET, FU3816'THENCE 2.9 MILES (4.7 KM) NORTHEAST ALONG US HIGHWAY 399, THENCE 1.0 FU3816'MILES (1.6 KM) SOUTH ALONG AIRPORT ROAD, 3 FEET (0.9 M) NORTH OF FU3816'POWER POLE 62 IN LINE WITH POLES ON NORTH-SOUTH POLE LINE, 119 FEET FU3816'(36.3 M) NORTHERLY OF OLD BENCH MARK, 28 FEET (8.5 M) WEST OF FU3816'CENTERLINE OF PAVEMENT OF AIRPORT ROAD AT APPROXIMATELY NORTH END OF FU3816'CURVE TO SOUTHEAST. 1 National Geodetic Survey, Retrieval Date = JANUARY 6, 2003 AI3281 *********************************************************************** AI3281 DESIGNATION - Z 1207 RESET AI3281 PID - AI3281 AI3281 STATE/COUNTY- CA/KERN AI3281 USGS QUAD - OILDALE (1973) AI3281 AI3281 *CURRENT SURVEY CONTROL AI3281 ___________________________________________________________________ AI3281* NAD 83(1986)- 35 23 00. (N) 119 05 27. (W) SCALED AI3281* NAVD 88 - 120.34 (meters) 394.8 (feet) RESET AI3281 ___________________________________________________________________ AI3281 GEOID HEIGHT- -33.40 (meters) GEOID99 AI3281 AI3281 VERT ORDER - THIRD AI3281 AI3281.The horizontal coordinates were scaled from a topographic map and have AI3281.an estimated accuracy of +/- 6 seconds. AI3281 AI3281.The orthometric height was computed from unverified reset data. AI3281.No vertical observational check was made to the station. AI3281 AI3281.The geoid height was determined by GEOID99. AI3281 AI3281; North East Units Estimated Accuracy AI3281;SPC CA 5 - 709,450. 1,900,890. MT (+/- 180 meters Scaled) AI3281 AI3281 SUPERSEDED SURVEY CONTROL AI3281 AI3281.No superseded survey control is available for this station. AI3281 AI3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV100175(NAD 83) AI3281_MARKER: DV = VERTICAL CONTROL DISK AI3281_SETTING: 35 = BRIDGE WALKWAY AI3281_STAMPING: Z 1207 RESET 1998 AI3281_MARK LOGO: NGS AI3281_MAGNETIC: O = OTHER; SEE DESCRIPTION AI3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3281+STABILITY: SURFACE MOTION AI3281 AI3281 HISTORY - Date Condition Report By AI3281 HISTORY - 1998 MONUMENTED NGS AI3281 AI3281 STATION DESCRIPTION AI3281 AI3281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (KG) AI3281'0.6 MILE (1.0 KM) WEST ALONG STATE HIGHWAY 58 FROM VISTA WEST HIGH AI3281'SCHOOL AT FRUITVALE IN THE TOP CURB 1/2 FOOT WEST OF THE EAST END AI3281'BRIDGE, IN THE NORTH CONCRETE WALKWAY KERN FRAINT CANAL BRIDGE, 61.5 AI3281'FEET (18.7 M) NORTH CENTERLINE OF THE HIGHWAY, 1/2 FOOT NORTH OF AI3281'FLOWING CURB AND GUTTER SECTION 21,T29S,R27E.