Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com EW3451 0+00 LACRD http://www.geocaching.com/mark/details.asp?PID=EW3451 0+00 LACRD Geocache Geocache 0+00 LACRD CA-037 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>0+00 LACRD</h1> <b> PID </b> EW3451 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> FRAZIER MTN (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 49 05. (N) 118 53 04. (W) SCALED <br> <b> NAVD 88 </b> 1167.449 (meters) 3830.21 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.43 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1166.070 (meters) 3825.68 (feet) COMP <br> <b> MODELED GRAV</b> 979,412.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 646,560. </td><td> 1,919,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 1166.540 (m) 3827.22 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU276544(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-037</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 1.8 MI SW FROM LEBEC. 1.8 MILES SOUTHWEST ALONG LEBEC ROAD FROM THE LEBEC OVERCROSSING AT LEBEC, IN R19W T9N, SECTION 34, AT THE KERN-LOS ANGELES COUNTY LINE, AT THE INTERSECTION OF FRAZIER MOUNTAIN PARK ROAD, 40 FEET EAST OF THE CENTER LINE OF LEBEC ROAD, 70 1/2 FEET SOUTH OF THE CENTER LINE OF FRAZIER MOUNTAIN PARK ROAD, 7 FEET SOUTHEAST OF POWER POLE WITH THREE GUY WIRES, 1.0 FOOT SOUTH OF BOUNDARY MONUMENT 2, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EW7041 1 DBK http://www.geocaching.com/mark/details.asp?PID=EW7041 1 DBK Geocache Geocache 1 DBK USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 DBK</h1> <b> PID </b> EW7041 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEBEC (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 49 26. (N) 118 52 30. (W) SCALED <br> <b> NAVD 88 </b> 1131.671 (meters) 3712.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1130.339 (meters) 3708.45 (feet) COMP <br> <b> MODELED GRAV</b> 979,417.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 647,200. </td><td> 1,919,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU285551(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: 1 DBK 1983 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1983 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1984 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1985 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19970220</td><td>MARK NOT FOUND </td><td>LOCENG</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1983 3.8 MI NW FROM GORMAN. 3.8 MILES NORTHWEST ALONG INTERSTATE 5 FROM GORMAN, ABOUT 0.8 MILE NORTH OF KERN CO - LOS ANGELES CO BOUNDARY, AT BRIDGE 50-48R OVER CUDDY CREEK. 13.0 FT WEST OF WEST EDGE OF NORTH LANE OF FREEWAY, 35.0 FT EAST OF EAST EDGE OF SOUTH BOUND LANE OF FREEWAY, 3.0 FT WEST OF WEST ABUTMENT OF BRIDGE 50-48R ON NORTH RETAINING WALL OF CHANNEL. SET IN TOP OF CONCRETE RETAINING WALL. <p> <h2>STATION RECOVERY (1984) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 MARK NOT FOUND. EV2390 1 FMK http://www.geocaching.com/mark/details.asp?PID=EV2390 1 FMK Geocache Geocache 1 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 FMK</h1> <b> PID </b> EV2390 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ROGERS LAKE NORTH (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 48. (N) 117 46 26. (W) SCALED <br> <b> NAVD 88 </b> 696.370 (meters) 2284.67 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.83 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 695.594 (meters) 2282.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,496.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 662,340. </td><td> 2,020,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 695.575 (m) 2282.07 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU293692(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1 FMK 1973 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 7.5 MI SW FROM BORON. 1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, THENCE 3.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, THENCE 2.85 MILES SOUTHWEST ALONG AN ABANDONED RAILROAD BED, 12 FEET NORTHWEST OF THE CENTER LINE OF THE RAILROAD BED, 3.2 FEET SOUTHEAST OF THE SOUTH CORNER OF A 3- BY 7-FOOT CONCRETE BOX FOR A FORMER SIGNAL CONTROL, 1.8 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE RAILROAD BED, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 18, T10N, R8W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. EV2267 10 FMK http://www.geocaching.com/mark/details.asp?PID=EV2267 10 FMK Geocache Geocache 10 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10 FMK</h1> <b> PID </b> EV2267 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 54. (N) 117 41 05. (W) SCALED <br> <b> NAVD 88 </b> 743.110 (meters) 2438.02 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.71 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 742.276 (meters) 2435.28 (feet) COMP <br> <b> MODELED GRAV</b> 979,487.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,250. </td><td> 2,028,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 742.311 (m) 2435.40 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU375730(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 10 FEET <br>STAMPING: 10 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 1.8 MI W FROM BORON. 1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, THENCE 0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 0.2 MILE NORTHEAST OF BENCH MARK U 1140, 5 POLES NORTHEAST OF MILEPOLE 786, 44/8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET EAST OF TELEPHONE POLE 195-29, 41 FEET NORTHWEST OF THE CENTER LINE OF A BLADED ROAD, 1.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION 1, T 10N, R8W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FT0924 100 http://www.geocaching.com/mark/details.asp?PID=FT0924 100 Geocache Geocache 100 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100</h1> <b> PID </b> FT0924 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> INYOKERN (1972) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 41 45. (N) 117 49 08. (W) SCALED <br> <b> NAVD 88 </b> 706.166 (meters) 2316.81 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.40 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 705.388 (meters) 2314.26 (feet) COMP <br> <b> MODELED GRAV</b> 979,509.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 743,600. </td><td> 2,016,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 705.33 (m) 2314.1 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV259505(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 100 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 13.5 MI NW FROM CHINA LAKE USN . THE MARK IS LOCATED APPROXIMATELY 0.6 MILES SOUTHWEST OF MARK T-92 (USN ), AND 0.7 MILES NORTHEAST OF RM A 48 1925, AND WATER TANK ALONG SOUTHERN PACIFIC RAILROAD LINE, AND IS APPROXIMATELY ON LINE BETWEEN T-92 AND BM A48 AND ON FAIRLY FLAT GROUND. THE STATION IS AN USN BRONZE DISK SET IN THE TOP OF AN 8 IN SQUARE CONCRETE POST PROJECTION 10 IN ABOVE THE GROUND, AND IS STAMPED BM 100 1950. DIRECTION TO REACH THE STATION MAY BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDANCE TEST STATION. EW3672 100+00 CAHD http://www.geocaching.com/mark/details.asp?PID=EW3672 100+00 CAHD Geocache Geocache 100+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100+00 CAHD</h1> <b> PID </b> EW3672 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> GRAPEVINE (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 16. (N) 118 56 06. (W) SCALED <br> <b> NAVD 88 </b> 426.40 (+/-2cm) 1398.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.32 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 661,730. </td><td> 1,914,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 425.616 (m) 1396.38 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU233697(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 3.4 MI S FROM WHEELER RIDGE. 3.4 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT WHEELER RIDGE, AT THE SOUTH EXIT TO TRUCK SCALES, 19 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF THE WEST TRAFFIC LANES, 108 FEET NORTHEAST OF AND ACROSS THE WEST LANES FROM LIGHT POLE NO. 81.1, 100 FEET SOUTH OF 36-INCH PIPE CULVERT 101+00, 2.0 FEET NORTH OF HIGHWAY STATION MARKER 100+00, ABOUT 3 1/2 FEET LOWER THAN THE WEST LANES, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 NOT RECOVERED. FT0442 102 http://www.geocaching.com/mark/details.asp?PID=FT0442 102 Geocache Geocache 102 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102</h1> <b> PID </b> FT0442 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BURRO CANYON (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 37. (N) 117 36 01. (W) SCALED <br> <b> NAVD 88 </b> 748.578 (meters) 2455.96 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.91 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 747.778 (meters) 2453.34 (feet) COMP <br> <b> MODELED GRAV</b> 979,540.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 758,210. </td><td> 2,036,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 747.88 (m) 2453.7 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV457649(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 102 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US NAVY 1950 14.5 MI N FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 1.0 MILES NORTH OF ASKANIA BUILDING NO. 13, 20 FEET WEST OF THE G-2 SPOTTING TOWER ROAD. THE STATION MARK IS A USN DISK SET IN AN 8 INCH SQUARE CONCRETE POST PROEJCTING ABOUT 8 INCHES. THE DISK IS STAMPED BM 102 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST STATION. FT0443 103 http://www.geocaching.com/mark/details.asp?PID=FT0443 103 Geocache Geocache 103 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>103</h1> <b> PID </b> FT0443 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BURRO CANYON (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 27. (N) 117 35 51. (W) SCALED <br> <b> NAVD 88 </b> 785.432 (meters) 2576.87 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.82 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 784.582 (meters) 2574.08 (feet) COMP <br> <b> MODELED GRAV</b> 979,524.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 759,750. </td><td> 2,036,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 784.73 (m) 2574.6 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV460664(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 103 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US NAVY 1950 15.5 MI N FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 2.0 MILES NORTH OF ASKANIA BUILDING NO. 13, IT IS ON THE TOP NORTH SIDE OF A RAVINE, 30 FEET EAST OF THE G-2 SPOTTING TOWER ROAD. THE STATION MARK IS A USN DISK SET IN A 8 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE THE GROUND. THE DISK IS STAMPED BM 103 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY ON THE NAVAL ORDNANCE TEST STATION. FT0520 104 http://www.geocaching.com/mark/details.asp?PID=FT0520 104 Geocache Geocache 104 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>104</h1> <b> PID </b> FT0520 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> PEARSONVILLE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 45 21. (N) 117 46 58. (W) SCALED <br> <b> NAVD 88 </b> 681.032 (meters) 2234.35 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.37 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 680.285 (meters) 2231.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,515.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 750,270. </td><td> 2,019,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 680.30 (m) 2232.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV292571(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 104 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 5 MI NE FROM INYOKERN. STATION IS LOCATED IN AREA B-1. IT IS ON LINE WITH SOUTH EXTENSION OF B-1 TRAVERSE LINE AND IS 1.0 MILES SOUTH OF X-1RM5. THE MARK IS AN 8 INCH SQUARE CONCRETE POST WITH PROJECTS 8 INCHES ABOVE THE GROUND AND IS A USN DISK STAMPED BM 104 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION. FT0513 105 http://www.geocaching.com/mark/details.asp?PID=FT0513 105 Geocache Geocache 105 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>105</h1> <b> PID </b> FT0513 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> PEARSONVILLE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 14. (N) 117 49 29. (W) SCALED <br> <b> NAVD 88 </b> 719.546 (meters) 2360.71 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 718.749 (meters) 2358.10 (feet) COMP <br> <b> MODELED GRAV</b> 979,503.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 755,590. </td><td> 2,015,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 718.79 (m) 2358.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV254625(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 105 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US NAVY 1950 7 MI N FROM INYOKERN. STATION IS LOCATED IN AREA G-1, 1.5 MILES WEST BY SOUTH OF STATION F-17, ALONG A DIRT TRAIL, ON THE EAST SIDE OF A LARGE RAVINE, WITNESS POST WAS SET. THE MARK IS AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES AND THE DISK IS A USN BRONZE DISK STAMPED BM 105 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION. EW3714 1085 USGS http://www.geocaching.com/mark/details.asp?PID=EW3714 1085 USGS Geocache Geocache 1085 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1085 USGS</h1> <b> PID </b> EW3714 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> GRAPEVINE (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 02. (N) 118 55 04. (W) SCALED <br> <b> NAVD 88 </b> 332.48 (+/-2cm) 1090.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.56 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 664,980. </td><td> 1,916,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 331.71 (m) 1088.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU249729(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1085 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 6.8 MI SE FROM METTLER. 5.0 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE STATE HIGHWAY 166 OVERPASS AT METTLER, THENCE 1.8 MILES EAST ALONG LAVAL ROAD, AT THE CROSSING OF A TELEPHONE POLE LINE, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 33.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLEGUARD, 39 1/2 FEET EAST OF TELEPHONE POLE 588 1296, 14.2 FEET SOUTH OF SECTION CORNER POST 32, 33, 5, 4, 13.6 FEET SOUTH OF A FENCE, 0.6 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. FU2272 109 http://www.geocaching.com/mark/details.asp?PID=FU2272 109 Geocache Geocache 109 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>109</h1> <b> PID </b> FU2272 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CONNER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 10 46. (N) 119 00 12. (W) SCALED <br> <b> NAVD 88 </b> 90.236 (meters) 296.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.66 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 90.146 (meters) 295.75 (feet) COMP <br> <b> MODELED GRAV</b> 979,636.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 686,750. </td><td> 1,908,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU175947(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 109 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD</td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890622</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 5.8 MI S FROM GREENFIELD. 5.8 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE GREENFIELD STATE BANK AT GREENFIELD, IN R28E T31S S32, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF BOX CULVERT 333+38 OVER DERN ISLAND DRAIN, ABOUT 27 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 9.8 KM (6.10 MI) NORTHERLY ALONG UNION AVENUE FROM THE JUNCTION OF TAFT HIGHWAY IN GREENFIELD. EV2268 11 FMK http://www.geocaching.com/mark/details.asp?PID=EV2268 11 FMK Geocache Geocache 11 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>11 FMK</h1> <b> PID </b> EV2268 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 57. (N) 117 40 46. (W) SCALED <br> <b> NAVD 88 </b> 744.566 (meters) 2442.80 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.71 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 743.730 (meters) 2440.05 (feet) COMP <br> <b> MODELED GRAV</b> 979,488.0 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,488.9 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,340. </td><td> 2,029,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 743.767 (m) 2440.18 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU379731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BASE <br>STAMPING: 11 FMK 1973 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010423</td><td>MARK NOT FOUND </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 1.6 MI W FROM BORON. 1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, THENCE 0.5 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 16 1/2 FEET WEST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 8.8 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP OF THE SOUTHEAST END OF A 2 1/2- BY 3-FOOT CONCRETE BASE OF A FORMER SEMAPHORE WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 12 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. SECTION 36, T 11N, R 8W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) BORON STATION NO LONGER EXISTS. AREA OF BENCH MARK HAS BEEN RECONSTRUCTED SINCE 1977 FT0391 110 http://www.geocaching.com/mark/details.asp?PID=FT0391 110 Geocache Geocache 110 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>110</h1> <b> PID </b> FT0391 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> AIRPORT LAKE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 54 10. (N) 117 37 47. (W) SCALED <br> <b> NAVD 88 </b> 890.714 (meters) 2922.28 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.60 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 889.729 (meters) 2919.05 (feet) COMP <br> <b> MODELED GRAV</b> 979,498.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 766,610. </td><td> 2,033,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 890.00 (m) 2919.9 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV431733(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: BM 110 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 17.5 MI NE FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION, 1.0 MILES EAST NORTHEAST OF CHINA LAKE NORTH BASE ON A RIDGE RUNNING EAST AND WEST. 300 YARDS NORTH OF A WASH RUNNING FROM CANYON AT MT. SPRINGS, ON THE NORTH SIDE OF RIDGE 100 FEET NORTH OF CREST. THE STATION IS AN USN BRONZE DISK SET IN A GRANITE BOULDER AND IS STAMPED BM 110 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION. FT1017 111 http://www.geocaching.com/mark/details.asp?PID=FT1017 111 Geocache Geocache 111 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>111</h1> <b> PID </b> FT1017 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOUNTAIN SPRINGS CANYON (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 55 02. (N) 117 37 09. (W) SCALED <br> <b> NAVD 88 </b> 954.193 (meters) 3130.55 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 953.132 (meters) 3127.07 (feet) COMP <br> <b> MODELED GRAV</b> 979,489.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 768,220. </td><td> 2,034,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 953.325 (m) 3127.70 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV441749(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: BM 111 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 19 MI NE FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION 0.5 MILES NORTHEAST OF DARWIN ROAD ON THE NORTH SIDE OF A SMALL RAVINE RUNNING TOWARD MT. SPRINGS. 8 FEET WEST OF A WHITE WITNESS POST. THE STATION IS AN USN BRONZE DISK SET IN A GRANITE BOULDER AND STAMPED BM 111 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION. FU1276 1110 B USGS http://www.geocaching.com/mark/details.asp?PID=FU1276 1110 B USGS Geocache Geocache 1110 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1110 B USGS</h1> <b> PID </b> FU1276 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 12. (N) 119 37 28. (W) SCALED <br> <b> NAVD 88 </b> 339.20 (+/-2cm) 1112.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 701,230. </td><td> 1,852,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 338.38 (m) 1110.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV613098(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT MC KITTRICK. AT EAST EDGE OF SCHOOLHOUSE (DESTROYED), 50 YARDS SOUTH OF A POWER LINE POLE, 60 FEET EAST OF FOUNDATION OF DESTROYED SCHOOL BUILDING. A THREE-INCH CAP RIVETED ON AN IRON PIPE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK NOT FOUND. FT0390 112 http://www.geocaching.com/mark/details.asp?PID=FT0390 112 Geocache Geocache 112 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>112</h1> <b> PID </b> FT0390 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOUNTAIN SPRINGS CANYON (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 55 27. (N) 117 36 43. (W) SCALED <br> <b> NAVD 88 </b> 995.667 (meters) 3266.62 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 994.555 (meters) 3262.97 (feet) COMP <br> <b> MODELED GRAV</b> 979,482.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 768,990. </td><td> 2,035,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 994.96 (m) 3264.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV447757(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: BM 112 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 20.5 MI NE FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION 2.0 MILES NORTHEAST OF THE DARWIN ROAD. 1.1 MILES SOUTHWEST OF MT. SPRINGS ON THE NORTH SIDE OF A RAVINE RUNNING TOWARD MT. SPRINGS. WITNESS POST WAS SET. THE STATION IS AN USN BRONZE DISK SET IN A BOULDER AND STAMPED BM 112 1950. DIRECTIONS TO REACH THE STATION CAN BE OBTAINED FROM RANGE DESIGN IN THE MICHELSON LABORATORY OF THE NAVAL ORDNANCE TEST STATION. FU1392 1126 USGS http://www.geocaching.com/mark/details.asp?PID=FU1392 1126 USGS Geocache Geocache 1126 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1126 USGS</h1> <b> PID </b> FU1392 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> FELLOWS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 09 47. (N) 119 30 18. (W) SCALED <br> <b> NAVD 88 </b> 343.357 (meters) 1126.50 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.08 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 343.000 (meters) 1125.33 (feet) COMP <br> <b> MODELED GRAV</b> 979,587.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 685,500. </td><td> 1,862,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 342.533 (m) 1123.79 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU718939(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1126 BB 36 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19960108</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 3.3 MI NW FROM TAFT. 0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT TAFT, THENCE 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 33, THENCE 0.2 MILE SOUTHWEST ALONG AN ASPHALT ROAD LEADING TO MIDOIL LEASE, IN R23E T32S S9, 168 1/2 FEET WEST OF THE CENTER OF AN ABANDONED PAVED ROAD LEADING NORTHWEST (A FORMER ALIGNMENT OF THE HIGHWAY), 89 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE PAVED ROAD, 46 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING SOUTHWEST, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ASPHALT ROAD, AND RIVETED ON THE TOP OF AN 3 1/2-IRON IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FIFTH STREET SHOULD BE FOURTH STREET. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 MARK NOT FOUND. FT0459 114 http://www.geocaching.com/mark/details.asp?PID=FT0459 114 Geocache Geocache 114 USN Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>114</h1> <b> PID </b> FT0459 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WHITE HILLS (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 08. (N) 117 41 53. (W) SCALED <br> <b> NAVD 88 </b> 670.605 (meters) 2200.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 669.883 (meters) 2197.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,535.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 755,430. </td><td> 2,027,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 669.89 (m) 2197.8 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV369622(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 114 1950 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>USN</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 12.5 MI NW FROM CHINA LAKE USN . THE STATION IS LOCATED ON THE NAVAL ORDNANCE TEST STATION RANGE, 9.0 MILES NORTH ALONG THE G-1 SPOTTING TOWER ROAD TO TOWER NO. 10, 1.5 MILES NORTH EAST ACROSS COUNTRY FROM TOWER NO. 10, 1.0 MILE WEST OF MP 36 RM, ON A LOW SAND KNOLL, 8 FT SOUTH OF A 4 X 4 IN 3 FT HIGH WHITE WITNESSPOST. THE STATION IS AN USN DISK SET IN AN 8 IN SQUARE CONCRETE POST, PROJECTING 12 IN ABOVE THE GROUND AND IS STAMPED BM 114 1950. FOR INFORMATION TO REACH FROM THE NAVAL ORDNANCE TEST STATION HEAD QUARTERS CONTACT THE RANGE DESIGN OFFICE. FU2752 1/16 COR SOCO http://www.geocaching.com/mark/details.asp?PID=FU2752 1/16 COR SOCO Geocache Geocache 1/16 COR SOCO SUPOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/16 COR SOCO</h1> <b> PID </b> FU2752 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 40 19. (N) 119 34 46. (W) SCALED <br> <b> NAVD 88 </b> 69.38 (+/-2cm) 227.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.57 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 742,060. </td><td> 1,857,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 68.63 (m) 225.2 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV665506(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: LS 1911 1/16 COR RP 30 15.14 T26 R22 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1911 </td><td>MONUMENTED </td><td>SUPOCO</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 10.7 MI NE FROM LOST HILLS. 6.3 MILES EAST ALONG U.S. HIGHWAY 466 FROM THE KERN COUNTY FIRE DEPARTMENT SUBSTATION AT LOST HILLS, THENCE 4.4 MILES NORTH ALONG COUNTY ROAD 237, IN R22E T26S S15, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.2 FOOT EAST OF A FENCE ABOUT LEVEL WITH THE ROAD, SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE ENCASED IN CONCRETE, AND PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. FU1397 1197 USGS http://www.geocaching.com/mark/details.asp?PID=FU1397 1197 USGS Geocache Geocache 1197 USGS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1197 USGS</h1> <b> PID </b> FU1397 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> FELLOWS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 11 14.67489(N) 119 32 09.89066(W) ADJUSTED <br> <b> NAVD 88 </b> 365.005 (meters) 1197.52 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,572,692.199 (meters) COMP <br> <b> Y </b> -4,540,544.164 (meters) COMP <br> <b> Z </b> 3,655,069.537 (meters) COMP <br> <b> LAPLACE CORR</b> -3.34 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 330.81 (meters) (01/22/97) GPS OBS <br> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 364.628 (meters) 1196.28 (feet) COMP <br> <b> MODELED GRAV</b> 979,590.8 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS I <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in January 1997. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-GPS observations at this control monument resulted in a GPS derived orthometric height which differed from the leveled height by more than one decimeter (0.1 meter). <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 688,247.819 1</td><td>860,106.763</td><td> MT </td><td>0.99995105</td><td> -0 ' 52 32.1"</td></tr><tr><td>SPC CA 5 </td><td>2,258,026.39 6</td><td>102,700.27 </td><td> sFT </td><td>0.99995105</td><td> -0 ' 52 32.1"</td></tr><tr><td>UTM 11 </td><td>3,896,772.517 </td><td>269,081.783</td><td> MT </td><td>1.00025721</td><td> -1 ' 27 43.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99994808 x 0.99995105 = 0.99989913 <br> <b>UTM 11 </b> 0.99994808 x 1.00025721 = 1.00020527 <br> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 364.180 (m) 1194.81 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU6908296773(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1197 FEET DATUM B 1908 BM 35 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19940601</td><td>GOOD </td><td>CADT</td></tr><tr><td>19960108</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19960327</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.6 MI NW FROM TAFT. 0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT TAFT, THENCE 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, IN R23E T31S S32, 157.3 FEET WEST OF THE CENTER OF THE TOP OF THE SOUTH END OF 18-INCH CORRUGATED METAL PIPE CULVERT B-0.69, 156 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 118 1/2 FEET SOUTH OF TELEPHONE POLE KMT MIC 5/21, 44.0 FEET EAST OF AN 8-INCH NORTH-SOUTH PIPE LINE, 5.5 FEET EAST OF B.M. 1/4 S 31 32 (BLM ), 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FIFTH STREET SHOULD BE FOURTH STREET. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY CALTRANS 1994 (RGD) THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF STATE HIGHWAY 33, ABOUT 30 MI (48.3 KM) SOUTHWEST OF BAKERSFIELD AND 5 MI (8.0 KM) NORTHWEST OF TAFT. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 119, ABOUT 13 MI (20.9 KM) SOUTHWEST OF BAKERSFIELD, GO WEST ON HIGHWAY 119 FOR 1.6 MI (2.6 KM) TO THE JUNCTION WITH STATE HIGHWAY 43. CONTINUE WEST AND SOUTHWEST ON HIGHWAY 119 FOR 7.4 MI (11.9 KM) TO A SIDE ROAD LEFT, GOLF COURSE ROAD. CONTINUE SOUTHWEST ON HIGHWAY 119 FOR 6.0 MI (9.7 KM) TO A SIDE ROAD RIGHT, MIDWAY ROAD. TURN RIGHT AND GO WEST ON MIDWAY ROAD FOR 4.2 MI (6.8 KM) TO THE INTERSECTION WITH STATE HIGHWAY 33. TURN RIGHT AND GO NORTH ON HIGHWAY 33 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT AT POST MILE 24.2. THE STATION IS A USGS BENCH MARK CAP RIVETED TO THE TOP OF A 3.5 INCH IRON PIPE, 157 FT (47.9 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 33, 146.7 FT (44.7 M) WEST OF THE NORTHWEST CORNER OF A WOODEN VALVE BOX, 140.2 FT (42.7 M) SOUTH OF THE SOUTHWEST CORNER OF A 6 FT (1.8 M) HIGH CHAIN LINK FENCE AROUND A VALVE ASSEMBLY, 5.6 FT (1.7 M) EAST OF A 4 INCH PIPE WITH CAP STAMPED 1/4S 31 32 L G B MAC D, 1.4 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST, 1.3 FT (0.4 M) NORTHEAST OF A FIBERGLASS WITNESS POST, ABOUT 1.5 FT (0.5 M) HIGHER THAN HIGHWAY 33 AND PROJECTS ABOUT 0.5 FT (0.2 M) ABOVE GROUND. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY CALTRANS 1996 (RGD) RECOVERED AS DESCRIBED. EV2269 12 FMK http://www.geocaching.com/mark/details.asp?PID=EV2269 12 FMK Geocache Geocache 12 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>12 FMK</h1> <b> PID </b> EV2269 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 58. (N) 117 40 33. (W) SCALED <br> <b> NAVD 88 </b> 744.493 (meters) 2442.56 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.70 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 743.658 (meters) 2439.82 (feet) COMP <br> <b> MODELED GRAV</b> 979,488.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,380. </td><td> 2,029,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 743.695 (m) 2439.94 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU383731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BASE <br>STAMPING: 12 FMK 1973 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 1.4 MI W FROM BORON. 1.05 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, THENCE 0.3 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 1 POLE WEST OF THE CROSSING OF A TELEPHONE LINE, 59.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 8.8 FEET NORTH OF THE NORTH RAIL, 56 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE 195-12, 34 1/2 FEET WEST-SOUTHWEST OF TELEPHONE POLE G, IN THE TOP OF THE CENTER ALONG THE WEST SIDE OF A 1 1/2- BY 1 1/2-FOOT CONCRETE BASE OF A FORMER SIGNAL WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 2.0 FEET WEST OF THE WEST END OF A CONCRETE BATTERY BOX, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. SECTION 36, T 11N, R 8W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FU0545 1205 USGS http://www.geocaching.com/mark/details.asp?PID=FU0545 1205 USGS Geocache Geocache 1205 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1205 USGS</h1> <b> PID </b> FU0545 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> NORTH OF OILDALE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 30 05. (N) 119 00 26. (W) SCALED <br> <b> NAVD 88 </b> 367.95 (+/-2cm) 1207.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 722,470. </td><td> 1,908,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 367.076 (m) 1204.32 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV179305(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1205 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 5.5 MI N FROM OILDALE. 4.45 MILES NORTH ALONG WOODY ROAD FROM THE HIGHLAND FIRE STATION AT OILDALE, THENCE 1.05 MILES NORTH ALONG AN OIL FIELD ROAD, ON THE HIGHEST POINT IN THE AREA, 100 YARDS NORTHWEST OF OIL WELL NO. P 29, 66 YARDS NORTHWEST OF THE NORTHWEST ONE OF THREE LARGE STORAGE TANKS, 31.6 FEET SOUTHWEST OF OIL HILL TRIANGULATION STATION, 66.2 FEET SOUTH-SOUTHWEST OF OIL HILL R.M. 2, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE-- THE CONCRETE POST IS LEANING BADLY BUT SOLID. ROD WAS HELD OVER LO IN GEOLOGICAL DURING THE 1968 RELEVELING. FU0473 126 C http://www.geocaching.com/mark/details.asp?PID=FU0473 126 C Geocache Geocache 126 C CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>126 C</h1> <b> PID </b> FU0473 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOJAVE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 02 56. (N) 118 10 16. (W) SCALED <br> <b> NAVD 88 </b> 835.780 (meters) 2742.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 834.821 (meters) 2738.91 (feet) COMP <br> <b> MODELED GRAV</b> 979,459.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 671,830. </td><td> 1,984,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 835.00 (m) 2739.5 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU931790(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 126-C 2738.80 <br>MARK LOGO: CADH <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1965 </td><td>GOOD </td><td>CGS</td></tr><tr><td>20040526</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1965 AT MOJAVE. AT MOJAVE, 0.35 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE RAILROAD STATION AT MOJAVE, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE CURB AROUND THE TRIANGLE FORMED BY THE JUNCTION OF STATE HIGHWAY 58, 22.9 FEET EAST OF THE CENTER LINE HIGHWAY 14, 25.5 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH LEG OF THE TRIANGLE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2004 (CP) NOT FOUND. INTERSECTION EXPANDED SO MARK IS LIKELY GONE FU0152 1273 USGS http://www.geocaching.com/mark/details.asp?PID=FU0152 1273 USGS Geocache Geocache 1273 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1273 USGS</h1> <b> PID </b> FU0152 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MT ADELAIDE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 28 18. (N) 118 45 02. (W) SCALED <br> <b> NAVD 88 </b> 388.63 (+/-2cm) 1275.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.54 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 718,970. </td><td> 1,931,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 387.72 (m) 1272.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV411267(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 1273 H 9 1934 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 20.3 MI W FROM BAKERSFIELD. 20.3 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS, KERN COUNTY, 6.0 FT. NORTHWEST OF A HIGHWAY CULVERT, 21 FT. SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE GRANITE BOULDER AND ABOUT 2 FT. LOWER THAN THE HIGHWAY, A USGS STANDARD DISK, STAMPED 1273 H 9 1934. NOTE-- THE STAMPING DIFFERS FROM THE ORIGINAL DESCRIPTION OF 1934. THE 1934 READS, 1273 9 1934. ALSO, USGS SAYS IT IS NOT ON THEIR BOOKS. FU1402 1275 USGS http://www.geocaching.com/mark/details.asp?PID=FU1402 1275 USGS Geocache Geocache 1275 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1275 USGS</h1> <b> PID </b> FU1402 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> FELLOWS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 13 22. (N) 119 34 14. (W) SCALED <br> <b> NAVD 88 </b> 388.515 (meters) 1274.65 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.17 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 388.114 (meters) 1273.34 (feet) COMP <br> <b> MODELED GRAV</b> 979,591.2 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,591.1 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 692,220. </td><td> 1,857,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 387.688 (m) 1271.94 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV660007(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1275 B B 34 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19960108</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 6.7 MI SE FROM MC KITTRICK. 6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MC KITTRICK, 8.5 MILES NORTHWEST OF TAFT, IN R22E T31S, IN THE NORTHWEST CORNER OF SECTION 24, 0.1 MILE NORTH OF THE Y JUNCTION OF SHALE ROAD LEADING SOUTH, ABOUT 85 YARDS SOUTHEAST OF THE APPROXIMATE CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING EAST TO MIDWAY PIPE LINE STATION, 150 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF 12-INCH CORRUGATED METAL PIPE CULVERT B-389, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 1/2 FEET WEST OF POWER LINE POLE 15 305 SUPPORTING A THROW OUT SWITCH, 2.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 OMIT=SOUTHERN PACIFIC RAILROAD COMPANY STATION. ADD=REWARD ROAD. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 RECOVERED IN GOOD CONDITION. EV2270 13 FMK http://www.geocaching.com/mark/details.asp?PID=EV2270 13 FMK Geocache Geocache 13 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>13 FMK</h1> <b> PID </b> EV2270 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 59. (N) 117 40 18. (W) SCALED <br> <b> NAVD 88 </b> 743.303 (meters) 2438.65 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.70 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 742.469 (meters) 2435.92 (feet) COMP <br> <b> MODELED GRAV</b> 979,489.0 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,485.3 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,410. </td><td> 2,029,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 742.505 (m) 2436.04 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU387732(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 15 FEET <br>STAMPING: 13 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010423</td><td>MARK NOT FOUND </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 1.2 MI W FROM BORON. 1.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, THENCE 0.1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY RICH SPUR, 1 POLE WEST OF DERAIL SIDING SIGN, 49.5 FEET SOUTH OF THE SOUTH RAIL, 71.0 FEET SOUTH AND ACROSS THE TRACK FROM THE SOUTH RAIL OF THE SOUTH MOST TRACK, 6 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 195-6, 31 1/2 FEET WEST OF A TELEPHONE POLE, 54 1/2 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.5 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION 36, T 11N, R 8W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 OMIT-1.5 FEET WEST OF A WITNESS POST. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) THIS ONE MAY BE THERE, HOWEVER, RECOVERY DIRECTIONS ARE NO LONGER APPLICABLE. TRAIN STATION, POLE LINE, DERAIL SIGN AND WITNESS POST NO LONGER EXIST. EW3675 130+00 http://www.geocaching.com/mark/details.asp?PID=EW3675 130+00 Geocache Geocache 130+00 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>130+00</h1> <b> PID </b> EW3675 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> GRAPEVINE (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 50. (N) 118 56 17. (W) SCALED <br> <b> NAVD 88 </b> 406.151 (meters) 1332.51 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.41 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 405.723 (meters) 1331.11 (feet) COMP <br> <b> MODELED GRAV</b> 979,569.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 662,780. </td><td> 1,914,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 405.368 (m) 1329.94 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU230707(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890620</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 6.8 MI S FROM METTLER. 6.8 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE STATE HIGHWAY 166 OVERPASS AT METTLER, AT THE NORTH ENTRANCE ROAD TO THE CALIFORNIA STATE HIGHWAY TRUCK SCALES, 18.2 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF THE SOUTH BOUND HIGHWAY LANES, 195.0 FEET NORTHEAST OF AND ACROSS THE SOUTH BOUND HIGHWAY LANES FROM METAL LIGHT POLE 11.89, 1.1 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET LOWER THAN THE SOUTH BOUND LANES, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND. SEC 7, T10N, R19W. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. FU3006 139 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3006 139 A DWR Geocache Geocache 139 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>139 A DWR</h1> <b> PID </b> FU3006 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST CAMP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 46 35. (N) 119 50 59. (W) SCALED <br> <b> NAVD 88 </b> 97.80 (+/-2cm) 320.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.73 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 754,070. </td><td> 1,832,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.89 (m) 317.9 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV424628(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 139A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 18.8 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 2.25 MILES NORTH-NORTHWEST ALONG A VERY DIM TRACK ROAD ACROSS COUNTRY, THENCE 1.5 MILES NORTHWEST ALONG A FENCE LINE, 33 FEET EAST OF A NORTH-SOUTH TRACK ROAD, 6 FEET NORTH OF THE NORTH END OF A GATE, 30 FEET NORTH OF A FENCE CORNER POST, 2.9 FEET EAST OF A FENCE, 1.8 FEET EAST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU3005 139 DWR http://www.geocaching.com/mark/details.asp?PID=FU3005 139 DWR Geocache Geocache 139 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>139 DWR</h1> <b> PID </b> FU3005 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST CAMP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 46 28. (N) 119 52 03. (W) SCALED <br> <b> NAVD 88 </b> 102.23 (+/-2cm) 335.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.70 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 753,880. </td><td> 1,831,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 101.32 (m) 332.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV407627(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 139 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 21 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 10.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 3.0 MILES NORTH ALONG KING ROAD, 1.0 MILE WEST ALONG A TRACK ROAD FROM BENCH MARK 139 A(DWR), AT SOUTH END OF A LONG CURVE, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD EAST, 4 FEET SOUTH OF THE SOUTH END OF A GATE, 1.2 FEET EAST OF A FENCE, 2.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2758 1/4 COR SOCO http://www.geocaching.com/mark/details.asp?PID=FU2758 1/4 COR SOCO Geocache Geocache 1/4 COR SOCO SUPOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 COR SOCO</h1> <b> PID </b> FU2758 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 42 57. (N) 119 34 46. (W) SCALED <br> <b> NAVD 88 </b> 66.95 (+/-2cm) 219.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.51 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 746,930. </td><td> 1,857,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 66.17 (m) 217.1 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV666554(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: T25S R22E 34-35 W6 30-LS 1911 1949 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>SUPOCO</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 13.9 MI NE FROM LOST HILLS. 6.3 MILES EAST ALONG U.S. HIGHWAY 466 FROM THE KERN COUNTY FIRE DEPARTMENT SUBSTATION AT LOST HILLS, THENCE 7.6 MILES NORTH ALONG COUNTY ROAD 237, IN R22E T25S S34, 0.4 MILE SOUTH OF A SMALL WHITE HOUSE, 0.2 MILE SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST TO KING KERN RANCH, 65 FEET SOUTH OF A POWER LINE POLE, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT SOUTH OF A FENCE CORNER POST, 0.3 FOOT EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD SCREWED ON THE TOP OF A 2-INCH IRON PIPE ENCASED IN CONCRETE, AND PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 MARK NOT FOUND. EV2273 14 FMK http://www.geocaching.com/mark/details.asp?PID=EV2273 14 FMK Geocache Geocache 14 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14 FMK</h1> <b> PID </b> EV2273 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 58. (N) 117 39 57. (W) SCALED <br> <b> NAVD 88 </b> 743.520 (meters) 2439.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.69 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 742.686 (meters) 2436.63 (feet) COMP <br> <b> MODELED GRAV</b> 979,488.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,380. </td><td> 2,030,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 742.723 (m) 2436.75 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU392731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 10 FEET <br>STAMPING: 14 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010423</td><td>MARK NOT FOUND </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 0.8 MI W FROM BORON. 0.8 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, AT THE WEST END OF A SIDING, 45.5 FEET SOUTH OF THE SOUTH RAIL, 5 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE 194-29, 100.0 FEET SOUTHEAST AND ACROSS THE TRACK FROM THE SOUTHEAST CORNER OF A CONCRETE BUILDING NO. 329, 103 FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM THE CENTER OF A SWITCHSTAND, 38 1/2 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION 31, T 11N, R7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) TRAIN STATION, WITNESS POST NO LONGER EXIST. AREA HAS BEEN RECONSTRUCTED SINCE 1977 FU1396 1/4 S 31 32 SOCO http://www.geocaching.com/mark/details.asp?PID=FU1396 1/4 S 31 32 SOCO Geocache Geocache 1/4 S 31 32 SOCO SOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 S 31 32 SOCO</h1> <b> PID </b> FU1396 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> FELLOWS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 11 15. (N) 119 32 10. (W) SCALED <br> <b> NAVD 88 </b> 364.888 (meters) 1197.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 364.511 (meters) 1195.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,590.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 688,260. </td><td> 1,860,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 364.063 (m) 1194.43 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU690967(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1/4 S 31 32 LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>SOCO</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19960108</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.6 MI NW FROM TAFT. 0.1 MILE NORTHEAST ALONG FIFTH STREET FROM THE POST OFFICE AT TAFT, THENCE 5.5 MILES NORTHWEST ALONG STATE HIGHWAY 33, IN R23E T31S S32, 0.7 MILE NORTHWEST OF THE INTERSECTION OF KERN COUNTY ROUTE 268 (MIDWAY ROUTE), 162.8 FEET WEST OF THE CENTER OF THE TOP OF THE SOUTH END OF 18-INCH CORRUGATED METAL PIPE CULVERT B-0.69, 121 FEET SOUTH OF TELEPHONE POLE KMT MC 5/21, 38.5 FEET EAST OF AN 8-INCH NORTH-SOUTH SURFACE PIPE LINE, 5.5 FEET WEST OF B.M. 1197 (USGS), 5.5 FEET WEST OF A WITNESS POST, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 FIFTH STREET SHOULD BE FOURTH STREET. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 RECOVERED IN GOOD CONDITION. FU3007 140 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3007 140 A DWR Geocache Geocache 140 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>140 A DWR</h1> <b> PID </b> FU3007 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST CAMP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 45 56. (N) 119 50 16. (W) SCALED <br> <b> NAVD 88 </b> 97.16 (+/-2cm) 318.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.75 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 752,840. </td><td> 1,833,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.27 (m) 315.8 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV434616(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 140 A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 17.8 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 2.25 MILES NORTH-NORTHWEST ACROSS COUNTRY ON A VERY DIM TRACK ROAD, THENCE 0.5 MILE NORTHWEST ALONG A FENCE LINE, 46 FEET NORTHEAST OF THE CENTER LINE OF A DIM TRACK ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST END OF AN IRON PIPE CATTLE GUARD, 1.7 FEET NORTHEAST OF A FENCE, 1.8 FEET EAST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2833 141 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2833 141 A DWR Geocache Geocache 141 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>141 A DWR</h1> <b> PID </b> FU2833 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 44 46. (N) 119 49 12. (W) SCALED <br> <b> NAVD 88 </b> 98.22 (+/-2cm) 322.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.79 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 750,660. </td><td> 1,835,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 97.36 (m) 319.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV449594(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 141 A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 16.1 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 7.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 1.1 MILES NORTH-NORTHWEST ACROSS COUNTRY, 0.4 MILE WEST OF THE CORNER COMMON TO SECTIONS 16-15-21-22, 0.1 MILE EAST OF THE CENTER OF THE SOUTH SIDE OF SECTION 16 R 20 E, T 25 S, 0.95 MILE WEST OF A WATER TANK, 75 FEET NORTH OF THE CENTER LINE OF A EAST-WEST TRACK ROAD, 3.4 FEET NORTH OF A FENCE LINE, 2.4 FEET NORTHEAST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1270 1410 USGS http://www.geocaching.com/mark/details.asp?PID=FU1270 1410 USGS Geocache Geocache 1410 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1410 USGS</h1> <b> PID </b> FU1270 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 15 30. (N) 119 36 15. (W) SCALED <br> <b> NAVD 88 </b> 430.538 (meters) 1412.52 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 430.086 (meters) 1411.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,572.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 696,210. </td><td> 1,854,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 429.700 (m) 1409.77 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV630048(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1410 B 33 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 3.7 MI SE FROM MC KITTRICK. NEW DESCRIPTION-- 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY NO. 33 FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT MC KITTRICK, IN LINE WITH A ROW OF TELEPHONE POLES, ABOUT 0.1 MILE SOUTHEAST OF A JUNCTION OF A DIRT ROAD LEADING EAST, 44.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET NORTH OF A TELEPHONE POLE, A CAP RIVETED ON THE TOP OF A 3 1/2 INCH PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. WITNESS POST SET 1.8 FEET NORTH OF THE STATION. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF REWARD ROAD AT MCKITTRICK, IN LINE WITH A ROW OF TELEPHONE POLES, 50.2 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 FT. NORTHWEST OF POWER LINE POLE 1014, 79.4 FT. SOUTHEAST OF A TELEPHONE POLE. A CAP RIVITED ON THE TOP OF A 3.5-INCH IRON PIPE PROJECTING 0.5 FT. ABOVE THE GROUND. FU0153 1414 USGS http://www.geocaching.com/mark/details.asp?PID=FU0153 1414 USGS Geocache Geocache 1414 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1414 USGS</h1> <b> PID </b> FU0153 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MT ADELAIDE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 28 35. (N) 118 43 51. (W) SCALED <br> <b> NAVD 88 </b> 431.68 (+/-2cm) 1416.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.38 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 719,480. </td><td> 1,933,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 430.77 (m) 1413.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV429272(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OUTCROP <br>STAMPING: 1414 10 1934 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1934 17.6 MI E FROM BAKERSFIELD. 17.6 MILES EAST ALONG STATE HIGHWAY 178 FROM THE H.F. WILLIAMS SCHOOL AT BAKERSFIELD, KERN COUNTY, 16 YARDS NORTHWEST OF THE CHARLES ANDERSON RESIDENCE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE NORTHWEST END OF A GRANITE OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1414 10 1934. FU2820 142 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2820 142 A DWR Geocache Geocache 142 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>142 A DWR</h1> <b> PID </b> FU2820 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 43 55. (N) 119 47 58. (W) SCALED <br> <b> NAVD 88 </b> 93.36 (+/-2cm) 306.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.81 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 749,050. </td><td> 1,837,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 92.536 (m) 303.60 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV468578(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 142 A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 11.4 MI SE FROM DEVILS DEN. 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, THENCE 7.95 MILES EAST ALONG TWISSELMAN ROAD, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK NOT FOUND. FU2818 143 DWR http://www.geocaching.com/mark/details.asp?PID=FU2818 143 DWR Geocache Geocache 143 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>143 DWR</h1> <b> PID </b> FU2818 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 43 01. (N) 119 47 45. (W) SCALED <br> <b> NAVD 88 </b> 96.58 (+/-2cm) 316.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.83 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 747,380. </td><td> 1,837,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.76 (m) 314.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV470561(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 143 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 15 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 6.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 1.0 MILE SOUTH ALONG A VERY DIM TRAIL ACROSS COUNTRY, 0.7 MILE WEST OF BENCH MARK W 981 AND A WIND MILL, AT THE CORNER COMMON TO SECTIONS 26-26-35-34, 2.9 FEET SOUTH OF A WITNESS POST, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2808 144 DWR http://www.geocaching.com/mark/details.asp?PID=FU2808 144 DWR Geocache Geocache 144 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>144 DWR</h1> <b> PID </b> FU2808 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 42 08. (N) 119 46 42. (W) SCALED <br> <b> NAVD 88 </b> 95.59 (+/-2cm) 313.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.84 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 745,720. </td><td> 1,839,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 94.79 (m) 311.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV486544(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 35 36 1-2 T 25 S R20E T26S LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 11 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE, 4.0 MILES WEST ALONG WESIER ROAD, THENCE 1.0 MILE WEST ALONG A DIM TRACK ROAD, 0.5 MILE NORTH ACROSS COUNTRY FROM BENCH MARK 145(DWR), 1.0 MILE WEST OF THE JUNCTION OF WEISER ROAD AND SHELL ROAD, 0.15 MILE WEST OF THE JUNCTION OF A NORTH-NORTHWEST-SOUTH-SOUTHEAST TRACK ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTH OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A CAP ON A 3-INCH PIPE WHICH PROJECTS 0.6 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2807 145 DWR http://www.geocaching.com/mark/details.asp?PID=FU2807 145 DWR Geocache Geocache 145 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>145 DWR</h1> <b> PID </b> FU2807 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 41 40. (N) 119 46 42. (W) SCALED <br> <b> NAVD 88 </b> 99.30 (+/-2cm) 325.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.84 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 744,860. </td><td> 1,839,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 98.50 (m) 323.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV486536(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 2 1 1/4 SEC LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 12.2 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 0.5 MILE WEST ALONG TRACK ROAD AND FENCE, THENCE 0.7 MILE NORTHWEST ACROSS COUNTRY, 0.15 MILE NORTHWEST OF A DRY WASH, 0.1 MILE WEST OF CONCRETE FOUNDATIONS AT SITE OF ABANDONED OIL WELL, 2.4 FEET NORTH OF A WITNESS POST, A CAP ON THE TOP OF A 3-INCH PIPE WHICH PROJECTS 0.6 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2806 146 DWR http://www.geocaching.com/mark/details.asp?PID=FU2806 146 DWR Geocache Geocache 146 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>146 DWR</h1> <b> PID </b> FU2806 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 41 18. (N) 119 46 11. (W) SCALED <br> <b> NAVD 88 </b> 102.04 (+/-2cm) 334.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 744,170. </td><td> 1,839,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 101.25 (m) 332.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV493529(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1/4 SEC 12 LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 11.5 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 0.5 MILE WEST ALONG A TRACK ROAD AND FENCE, 13 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 13 FEET SOUTH OF THE CENTER LINE OF A SECOND TRACK ROAD, 96 FEET EAST OF A POWER LINE POLE, 0.6 FEET SOUTH OF A FENCE, 2.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, A CAP ON A 3-INCH IRON PIPE WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2805 147 DWR http://www.geocaching.com/mark/details.asp?PID=FU2805 147 DWR Geocache Geocache 147 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>147 DWR</h1> <b> PID </b> FU2805 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 41 16. (N) 119 45 40. (W) SCALED <br> <b> NAVD 88 </b> 93.96 (+/-2cm) 308.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 744,090. </td><td> 1,840,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 93.17 (m) 305.7 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV501528(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1-6-7-12 R 20 E R 21 E T 26 S LGBMACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 11 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD AND FENCE LINE, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD WEST, 50 FEET EAST OF A POWER POLE WITH TWO GUY WIRES THAT IS AT A RIGHT ANGLE TURN IN POWER LINE, 0.4 FOOT NORTHWEST OF A FENCE CORNER POST, 0.1 FOOT NORTH OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, A CAP ON A 3-INCH PIPE WHICH PROJECTS 0.4 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 MARK NOT FOUND. FU2803 148 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2803 148 A DWR Geocache Geocache 148 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>148 A DWR</h1> <b> PID </b> FU2803 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 40 26. (N) 119 45 10. (W) SCALED <br> <b> NAVD 88 </b> 93.11 (+/-2cm) 305.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 742,540. </td><td> 1,841,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 92.34 (m) 303.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV508512(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 148 A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 12.4 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 0.45 MILE EAST ALONG A TRACK ROAD AND FENCE, 0.5 MILE NORTH ALONG A TRACK ROAD AND FENCE FROM BENCH MARK 149 (DWR), 283 FEET WEST OF A FENCE CORNER, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTH OF A FENCE, 2.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2802 148 DWR http://www.geocaching.com/mark/details.asp?PID=FU2802 148 DWR Geocache Geocache 148 DWR GPCC Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>148 DWR</h1> <b> PID </b> FU2802 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 40 25. (N) 119 45 39. (W) SCALED <br> <b> NAVD 88 </b> 103.76 (+/-2cm) 340.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 742,520. </td><td> 1,840,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 102.99 (m) 337.9 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV501512(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: ACC BY CDS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>GPCC</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 12 MI NW FROM LOST HILLS. 6.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 4.0 MILES WEST ALONG WEISER ROAD, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD AND FENCE LINE, 0.6 FOOT NORTH OF FENCE POST AT CORNER OF SECTIONS 12-7-18-13, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.2 FOOT EAST OF THE FENCE, 60 FEET WEST-NORTHWEST OF POWER POLE WITH TWO GUY WIRES THAT IS AT RIGHT ANGLE TURN IN POWER LINE, 2.7 FEET WEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A DISK CEMENTED IN THE TOP OF A 2-INCH PIPE WHICH PROJECTS 0.6 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2794 149 DWR http://www.geocaching.com/mark/details.asp?PID=FU2794 149 DWR Geocache Geocache 149 DWR GPCC Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>149 DWR</h1> <b> PID </b> FU2794 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> ANTELOPE PLAIN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 40 01. (N) 119 45 05. (W) SCALED <br> <b> NAVD 88 </b> 104.48 (+/-2cm) 342.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 741,760. </td><td> 1,841,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 103.72 (m) 340.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV509504(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: CENTER SEC 18 LS 2037 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>GPCC</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 6.7 MI NW FROM LOST HILLS. 2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.45 MILES WEST ALONG GP ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 0.55 MILE WEST ALONG A FENCE, THENCE 0.7 MILE NORTHWEST ACROSS COUNTRY ON A VERY DIM TRACK ROAD, 116 FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST-SOUTHWEST DIRT ROAD, 111 FEET NORTH OF THE NORTH END OF A STEEL GATE ACROSS THE ROAD, 0.1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 2.2 FEET SOUTH OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD, A CAP CEMENTED ON THE TOP OF A 2-INCH PIPE WHICH PROJECTS 0.5 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. EV2274 15 FMK http://www.geocaching.com/mark/details.asp?PID=EV2274 15 FMK Geocache Geocache 15 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>15 FMK</h1> <b> PID </b> EV2274 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 57. (N) 117 39 43. (W) SCALED <br> <b> NAVD 88 </b> 745.938 (meters) 2447.30 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.69 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 745.101 (meters) 2444.55 (feet) COMP <br> <b> MODELED GRAV</b> 979,487.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,350. </td><td> 2,030,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 745.141 (m) 2444.68 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU395731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 15 FEET <br>STAMPING: 15 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010423</td><td>GOOD </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 0.6 MI W FROM BORON. 0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, 6 1/2 POLES WEST OF TWO SEMAPHORES, 43.9 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 43 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 1/2 FEET SOUTH OF TELEPHONE POLE 194-21, 1.2 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION 31, T 11N, R 7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) BORON STA. AND POLE 194-21 NO LONGER EXIST. FROM BORON AVE. SOUTH OF 20 MULE TEAM AVE. 0.72 MI.WEST ALONG DIRT ROAD SOUTH OF TRACKS. T-POST VISIBLE, WITNESS PADDLE MISSING FROM POST. MONUMENT FOUND FLUSH IN BRUSH WEST OF T-POST. DELETE REFERENCES TO POLE LINE AND NUMBER, STATION, AND SEMIPHORES FU2774 150 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2774 150 A DWR Geocache Geocache 150 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>150 A DWR</h1> <b> PID </b> FU2774 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NW (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 39 32. (N) 119 43 57. (W) SCALED <br> <b> NAVD 88 </b> 96.65 (+/-2cm) 317.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 740,840. </td><td> 1,843,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.90 (m) 314.6 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV526495(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 150 A DWR <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.4 MI NW FROM LOST HILLS. 2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.45 MILES WEST ALONG GP ROAD, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, 0.6 MILE NORTH OF SOME SHEEP RANCH BUILDINGS, 6 1/2 FEET WEST OF A T FENCE JUNCTION POST, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF THE WEST END OF A GATE, 1.6 FEET NORTH OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2771 151 DWR http://www.geocaching.com/mark/details.asp?PID=FU2771 151 DWR Geocache Geocache 151 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>151 DWR</h1> <b> PID </b> FU2771 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NW (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 38 43. (N) 119 43 32. (W) SCALED <br> <b> NAVD 88 </b> 99.87 (+/-2cm) 327.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 739,320. </td><td> 1,843,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 99.13 (m) 325.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV532480(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 151 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4 MI NW FROM LOST HILLS. 2.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.0 MILES WEST ALONG GP ROAD, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF T FENCE POST, 3 FEET EAST OF THE EAST END OF A GATE, 1.8 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2767 152 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2767 152 A DWR Geocache Geocache 152 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>152 A DWR</h1> <b> PID </b> FU2767 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NW (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 37 48. (N) 119 42 26. (W) SCALED <br> <b> NAVD 88 </b> 97.34 (+/-2cm) 319.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 737,600. </td><td> 1,845,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.63 (m) 317.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV548462(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 152 A <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2 MI NW FROM LOST HILLS. 1.0 MILE WEST ALONG STATE HIGHWAY 46 FROM THE KERN COUNTY FIRE STATION AT LOST HILLS, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD TO A FENCE CORNER, THENCE 0.5 MILE NORTH ACROSS COUNTRY, 0.1 MILE SOUTHWEST OF THE CORNER COMMON TO SECTIONS 27-28-33-34, 0.6 MILE EAST-SOUTHEAST ACROSS COUNTRY FROM A WIND MILL AND WATER TANK, 2.0 FEET EAST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2768 152 DWR http://www.geocaching.com/mark/details.asp?PID=FU2768 152 DWR Geocache Geocache 152 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>152 DWR</h1> <b> PID </b> FU2768 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS NW (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 37 51. (N) 119 43 11. (W) SCALED <br> <b> NAVD 88 </b> 106.82 (+/-2cm) 350.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.87 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 737,710. </td><td> 1,844,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 106.10 (m) 348.1 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV537464(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 152 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.6 MI NW FROM LOST HILLS. 1.0 MILE WEST ALONG STATE HIGHWAY 46 FROM THE KERN COUNTY FIRE STATION AT LOST HILLS, THENCE 0.5 MILE NORTH ALONG A TRACK ROAD ALONG WEST SIDE OF FENCE, THENCE 0.5 MILE NORTH ACROSS COUNTRY, THENCE 0.65 MILE WEST ACROSS COUNTRY, 0.05 MILE WEST OF A WIND MILL AND WATER TANK, AT A FENCE CORNER, 3 1/2 FEET SOUTHEAST OF THE FENCE CORNER, 1.8 FEET EAST OF A FENCE, 3.2 FEET NORTH OF A WITNESS POST, 63 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST TRACK ROAD, AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU0154 1529 USGS http://www.geocaching.com/mark/details.asp?PID=FU0154 1529 USGS Geocache Geocache 1529 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1529 USGS</h1> <b> PID </b> FU0154 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MT ADELAIDE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 28 56. (N) 118 42 41. (W) SCALED <br> <b> NAVD 88 </b> 466.87 (+/-2cm) 1531.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.23 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 720,120. </td><td> 1,935,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 465.95 (m) 1528.7 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV447278(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 1529 H 11 1934 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1934 16.4 MI W FROM HOBO HOT SPRINGS. 16.4 MILES WEST ALONG STATE HIGHWAY 178 FROM HOBO HOT SPRINGS HOTEL AT HOBO HOT SPRINGS, KERN COIUNTY, ON THE EAST BANK OF KERN RIVER, 18 FEET NORTHWEST OF THE WEST END OF HIGHWAY CULVERT G 154 + 25, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE GRANITE BOULDER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1529 H 11 1934. <p> <h2>STATION RECOVERY (1952) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952 RECOVERED IN GOOD CONDITION. FU2649 153 A http://www.geocaching.com/mark/details.asp?PID=FU2649 153 A Geocache Geocache 153 A CADWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>153 A</h1> <b> PID </b> FU2649 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 36 59. (N) 119 42 04. (W) SCALED <br> <b> NAVD 88 </b> 97.361 (meters) 319.43 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 97.268 (meters) 319.12 (feet) COMP <br> <b> MODELED GRAV</b> 979,676.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 736,080. </td><td> 1,845,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV553447(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 153 A <br>MARK LOGO: CADWR <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 02, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890302</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 AT LOST HILLS. AT LOST HILLS, 0.6 MILE WEST ALONG STATE HIGHWAY 46 FROM THE LOST HILLS SUBSTATION OF KERN COUNTY FIRE DEPARTMENT, AT LOST HILLS SCHOOL, ABOUT 150 SOUTH OF BENCH MARK E 873, 28 FEET WEST OF THE CENTER LINE OF A STREET ALONG THE EAST SIDE OF THE SCHOOL, 1.5 FEET EAST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE TENNIS COURT, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. FU2644 154 DWR http://www.geocaching.com/mark/details.asp?PID=FU2644 154 DWR Geocache Geocache 154 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>154 DWR</h1> <b> PID </b> FU2644 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 36 07. (N) 119 41 23. (W) SCALED <br> <b> NAVD 88 </b> 97.25 (+/-2cm) 319.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 734,460. </td><td> 1,846,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.57 (m) 316.8 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV563431(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 154 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 1 MI S FROM LOST HILLS. 1.0 MILE SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD WEST, 2 1/2 FEET SOUTH OF A POWER POLE, 2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2642 155 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2642 155 A DWR Geocache Geocache 155 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>155 A DWR</h1> <b> PID </b> FU2642 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 35 13. (N) 119 40 51. (W) SCALED <br> <b> NAVD 88 </b> 94.66 (+/-2cm) 310.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 732,780. </td><td> 1,847,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 93.97 (m) 308.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV571414(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 155 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.5 MI SE FROM LOST HILLS. 2.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 0.5 MILE EAST ALONG A TRACK ROAD, (0.35 MILE NORTH-NORTHWEST ALONG A TRACK ROAD, THENCE 0.3 MILE NORTHWEST ALONG A TRACK ROAD FOLLOWING A TELEPHONE LINE, THENCE 0.3 MILE NORTHWEST ALONG POLE LINE FROM BENCH MARK 156 A (DWR)), 0.1 MILE EAST OF A NORTH-SOUTH TELEPHONE LINE, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2643 155 DWR http://www.geocaching.com/mark/details.asp?PID=FU2643 155 DWR Geocache Geocache 155 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>155 DWR</h1> <b> PID </b> FU2643 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 35 13. (N) 119 41 22. (W) SCALED <br> <b> NAVD 88 </b> 100.81 (+/-2cm) 330.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 732,790. </td><td> 1,846,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 100.12 (m) 328.5 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV563414(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 155 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2 MI S FROM LOST HILLS. 2.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, 0.2 MILE SOUTH OF THE JUNCTION OF AN ASPHALT ROAD NORTHWEST, 42 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD WEST, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET NORTH OF A POWER POLE, 2.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. FU2641 156 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2641 156 A DWR Geocache Geocache 156 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>156 A DWR</h1> <b> PID </b> FU2641 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 34 24. (N) 119 40 44. (W) SCALED <br> <b> NAVD 88 </b> 94.82 (+/-2cm) 311.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 731,270. </td><td> 1,847,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 94.13 (m) 308.8 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV572399(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 156 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 6 MI SE FROM LOST HILLS. 4.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 0.9 MILE EAST ALONG A GRAVEL ROAD, THENCE 1.1 MILES NORTH-NORTHWEST ALONG A DIM TRACK ROAD, 172 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2640 157 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2640 157 A DWR Geocache Geocache 157 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>157 A DWR</h1> <b> PID </b> FU2640 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 33 29. (N) 119 40 19. (W) SCALED <br> <b> NAVD 88 </b> 95.80 (+/-2cm) 314.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 729,560. </td><td> 1,848,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.12 (m) 312.1 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV578382(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 157 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5 MI SE FROM LOST HILLS. 4.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.0 MILE EAST ALONG A GRAVEL ROAD AND POWER LINE, 1.05 MILES NORTH-NORTHWEST ALONG A DIM DIRT ROAD FROM BENCH MARK 158 A(DWR), 31 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 30 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD EAST, 15 FEET WEST OF THE EXTENDED CENTER LINE OF A DIM ROAD SOUTH, 101 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2639 158 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2639 158 A DWR Geocache Geocache 158 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>158 A DWR</h1> <b> PID </b> FU2639 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 32 38. (N) 119 39 50. (W) SCALED <br> <b> NAVD 88 </b> 95.46 (+/-2cm) 313.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 727,980. </td><td> 1,849,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 94.78 (m) 311.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV585366(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 158 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 6.3 MI SE FROM LOST HILLS. 5.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.3 MILES EAST ALONG A TRACK ROAD, 0.6 MILE NORTH-NORTHWEST ALONG A DIM TRACK ROAD FROM BENCH MARK T 981, 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF THE CENTER LINE OF A TRACK ROAD SOUTH, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2636 159 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2636 159 A DWR Geocache Geocache 159 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>159 A DWR</h1> <b> PID </b> FU2636 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 31 45. (N) 119 39 47. (W) SCALED <br> <b> NAVD 88 </b> 95.85 (+/-2cm) 314.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 726,340. </td><td> 1,849,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.17 (m) 312.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV585349(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 159 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 7.5 MI SE FROM LOST HILLS. 6.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 1.5 MILES EAST ALONG AN OILED ROAD AND TRACK ROAD, 81 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF A 4 X 4-INCH 1/4 SECTION POST, 2.5 FEET NORTHEAST OF A WITNESS POST, LEVEL WTIH THE ROAD AND IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FT1025 16 BIS http://www.geocaching.com/mark/details.asp?PID=FT1025 16 BIS Geocache Geocache 16 BIS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>16 BIS</h1> <b> PID </b> FT1025 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CANTIL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 44. (N) 117 59 13. (W) SCALED <br> <b> NAVD 88 </b> 649.878 (meters) 2132.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.19 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 649.154 (meters) 2129.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,499.3 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,503.9 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 701,030. </td><td> 2,001,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 649.046 (m) 2129.41 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV102081(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 16 BIS 1966 <br>MARK LOGO: USGS <br>PROJECTION: PROJECTING 6 CENTIMETERS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 1.6 MI NORTH FROM CANTIL. 1.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL, AT THE Y-JUNCTION OF HIGHWAY 14 AND RANDSBURG ROAD, 37.0 FT. WEST OF THE CENTER LINE OF SOUTHBOUND LANES, 68.0 FT. NORTHEAST OF POWER LINE POLE WITH TWO SETS OF GUY WIRES FORMING A T-JUNCTION OF POWER LINES. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 RECOVERED IN GOOD CONDITION. THE 1977 DESCRIPION IS ADEQUATE EXCEPT OMIT--20.7 METERS (68 FT) NORTHEAST OF A POWER LINE POLE WITH TWO SETS OF GUY WIRES FORMING A T JUNCTION OF POWER LINES. ADD--2.1 METERS (7 FT) EAST OF A POWER POLE WITH TWO GUY WIRES ATTACHED. EV2275 16 FMK http://www.geocaching.com/mark/details.asp?PID=EV2275 16 FMK Geocache Geocache 16 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>16 FMK</h1> <b> PID </b> EV2275 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 57. (N) 117 39 31. (W) SCALED <br> <b> NAVD 88 </b> 747.793 (meters) 2453.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.68 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 746.954 (meters) 2450.63 (feet) COMP <br> <b> MODELED GRAV</b> 979,487.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,350. </td><td> 2,031,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 746.996 (m) 2450.77 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU399731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 15 FEET <br>STAMPING: 16 RMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 0.4 MI W FROM BORON. 0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 44 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 4 FEET SOUTH OF TELEPHONE POLE 194-15, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION 31, T 11N, R 7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FU2634 160 A DWR http://www.geocaching.com/mark/details.asp?PID=FU2634 160 A DWR Geocache Geocache 160 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>160 A DWR</h1> <b> PID </b> FU2634 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOST HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 30 50. (N) 119 39 11. (W) SCALED <br> <b> NAVD 88 </b> 94.83 (+/-2cm) 311.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 724,630. </td><td> 1,850,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 94.17 (m) 309.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV593332(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 160 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 11 MI SE FROM LOST HILLS. 8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.0 MILES EAST ALONG LERDO HIGHWAY, THENCE 1.0 MILE NORTH ALONG A TRACK ROAD ALONG AND OLD FENCE LINE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1362 161 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1362 161 A DWR Geocache Geocache 161 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>161 A DWR</h1> <b> PID </b> FU1362 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 29 56. (N) 119 39 09. (W) SCALED <br> <b> NAVD 88 </b> 95.66 (+/-2cm) 313.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 722,970. </td><td> 1,850,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 95.00 (m) 311.7 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV594316(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 161 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 10.2 MI SE FROM LOST HILLS. 8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 2.15 MILES EAST ALONG LERDO HIGHWAY, 0.65 MILE EAST OF BENCH MARK 161 (DWR), 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 150 FEET WEST-NORTH, ST OF A POWER POLE, 2.3 FEET NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK NOT FOUND. FU1361 161 DWR http://www.geocaching.com/mark/details.asp?PID=FU1361 161 DWR Geocache Geocache 161 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>161 DWR</h1> <b> PID </b> FU1361 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 29 56. (N) 119 39 51. (W) SCALED <br> <b> NAVD 88 </b> 105.61 (+/-2cm) 346.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 722,990. </td><td> 1,849,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 104.94 (m) 344.3 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV583316(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B M 161 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19970104</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 14.8 MI SE FROM BLACKWELLS CORNER. 10.7 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE INTERSECTION OF STATE HIGHWAY 46 AT BLACKWELLS CORNER, THENCE 4.15 MILES EAST ALONG LERDO ROAD, 59 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF KERN COUNTY ROUTE 211, 46 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF THE FIRST POLE EAST OF A RIGHT-ANGLE TURN IN POWER LINE, 3.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. FU1370 162 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1370 162 A DWR Geocache Geocache 162 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>162 A DWR</h1> <b> PID </b> FU1370 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 29 06. (N) 119 38 10. (W) SCALED <br> <b> NAVD 88 </b> 89.79 (+/-2cm) 294.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.83 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 721,400. </td><td> 1,851,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 89.11 (m) 292.4 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608300(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 162 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 12 MI SE FROM LOST HILLS. 8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG LERDO HIGHWAY, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 1/2 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD EAST, 3.0 FEET NORTH OF A WOODEN POST WHICH PROJECTS 3 FEET, 2.0 FEET WEST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1374 163 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1374 163 A DWR Geocache Geocache 163 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>163 A DWR</h1> <b> PID </b> FU1374 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 28 14. (N) 119 38 10. (W) SCALED <br> <b> NAVD 88 </b> 90.98 (+/-2cm) 298.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.82 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 719,800. </td><td> 1,851,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 90.28 (m) 296.2 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608284(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 163 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 13 MI SE FROM LOST HILLS. 8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG LERDO HIGHWAY, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF THE WEST END OF A GATE, 2.9 FEET SOUTH OF AN EAST-WEST FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1380 164 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1380 164 A DWR Geocache Geocache 164 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164 A DWR</h1> <b> PID </b> FU1380 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 27 22. (N) 119 38 07. (W) SCALED <br> <b> NAVD 88 </b> 96.91 (+/-2cm) 317.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.81 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 718,200. </td><td> 1,851,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.18 (m) 315.6 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV608268(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 164 A 1963 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 14 MI SE FROM LOST HILLS. 8.0 MILES SOUTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 3.0 MILES EAST ALONG LERDO HIGHWAY, THENCE 3.0 MILES SOUTH ALONG A TRACK ROAD, 304 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1246 166 DWR http://www.geocaching.com/mark/details.asp?PID=FU1246 166 DWR Geocache Geocache 166 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>166 DWR</h1> <b> PID </b> FU1246 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BELRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 25 34. (N) 119 37 39. (W) SCALED <br> <b> NAVD 88 </b> 110.52 (+/-2cm) 362.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.77 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 714,860. </td><td> 1,852,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 109.77 (m) 360.1 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV614234(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 166 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 10.9 MI NW FROM BUTTONWILLOW. 3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 3.1 MILES WEST ALONG LOKERN ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 2.2 MILES WEST ALONG DELFERN ROAD, THENCE 0.9 MILE NORTH ALONG A TRACK ROAD, 0.45 MILE NORTH OF THE CROSSING OF A NORTHWEST-SOUTHEAST PIPE LINE ROAD, 10 FEET EAST OF THE CENTER LINE OF THE ROAD, 103 FEET EAST OF THE CENTER LINE OF ANOTHER ROAD, 30 FEET WEST OF A 3-INCH IRON PIPE WHICH PROJECTS 3 1/2 FEET, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1243 168 DWR http://www.geocaching.com/mark/details.asp?PID=FU1243 168 DWR Geocache Geocache 168 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>168 DWR</h1> <b> PID </b> FU1243 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOKERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 24 46. (N) 119 35 53. (W) SCALED <br> <b> NAVD 88 </b> 97.16 (+/-2cm) 318.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.74 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 713,340. </td><td> 1,854,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.39 (m) 316.2 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV640219(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 168 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 8.3 MI NW FROM BUTTONWILLOW. 3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 3.1 MILES WEST ALONG LOKERN ROAD, THENCE 1.0 MILE NORTH ALONG AN ASPHALT ROAD, THENCE 0.5 MILE WEST ALONG DELFERN ROAD, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET WEST OF THE CENTER LINE OF A TRACK ROAD NORTH, 2.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1239 169 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1239 169 A DWR Geocache Geocache 169 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>169 A DWR</h1> <b> PID </b> FU1239 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOKERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 23 38. (N) 119 33 32. (W) SCALED <br> <b> NAVD 88 </b> 96.98 (+/-2cm) 318.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.68 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 711,180. </td><td> 1,858,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.18 (m) 315.6 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV675197(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: 169 A 1963 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.2 MI W FROM BUTTONWILLOW. 4.15 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 1.0 MILE WEST ALONG A TRACK ROAD FOLLOWING A STEEL TOWER POWER LINE, IN THE TOP OF THE CONCRETE FOUNDATION FOR THE SOUTHEAST LEG OF A STEEL TOWER, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST STEEL LEG OF THE TOWER, 1.9 FEET SOUTH OF A WITNESS POST AND ABOUT 1 1/2 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 RECOVERED IN GOOD CONDITION. FU1240 169 DWR http://www.geocaching.com/mark/details.asp?PID=FU1240 169 DWR Geocache Geocache 169 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>169 DWR</h1> <b> PID </b> FU1240 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LOKERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 23 53. (N) 119 34 22. (W) SCALED <br> <b> NAVD 88 </b> 102.09 (+/-2cm) 334.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.70 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 711,670. </td><td> 1,857,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 101.31 (m) 332.4 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV663202(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 169 RM 3 SJA 107 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.8 MI W FROM BUTTONWILLOW. 3.7 MILES WEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 2.1 MILES WEST ALONG LOWKERN ROAD, (0.65 MILE WEST ALONG A STEEL TOWER POWER LINE, THENCE 0.25 MILE NORTH ACROSS COUNTRY FROM BENCH MARK 169A (DWR)), AT THE JUNCTION OF A ROAD NORTH, 49 FEET SOUTH OF THE CENTER LINE OF LOWKERN ROAD, 2 1/2 FEET EAST OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2118 17 20 1/4 S SOCO http://www.geocaching.com/mark/details.asp?PID=FU2118 17 20 1/4 S SOCO Geocache Geocache 17 20 1/4 S SOCO SOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 20 1/4 S SOCO</h1> <b> PID </b> FU2118 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TAFT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 08 15. (N) 119 25 11. (W) SCALED <br> <b> NAVD 88 </b> 217.59 (+/-2cm) 713.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.13 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 682,560. </td><td> 1,870,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 216.777 (m) 711.21 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU795909(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1/4 S 17 W C 20 LGBMACD 50 FT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>SOCO</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 1.4 MI E FROM TAFT. 1.45 MILES EAST ALONG GARDNER FIELD ROAD FROM THE INTERSECTION OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S IN THE SOUTH HALF OF SECTION 17, AT THE SOUTHWEST CORNER OF A COUNTY DUMP, AT A DRY WASH, IN A NORTH-SOUTH FENCE LINE, 100 FEET NORTHWEST OF THE CENTER OF THE Y JUNCTION OF AN ASPHALT ROAD LEADING TO THE DUMP, 56.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE AND ROCK HEAD WALL OF A CULVERT, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19.5 FEET NORTH OF THE SOUTH END OF A FENCE, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE ROAD, AND SCREWED ON THE TOP OF A 4-INCH IRON PIPE PROJECTS 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FT1030 17 BIS http://www.geocaching.com/mark/details.asp?PID=FT1030 17 BIS Geocache Geocache 17 BIS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 BIS</h1> <b> PID </b> FT1030 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CANTIL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 19 36. (N) 117 58 39. (W) SCALED <br> <b> NAVD 88 </b> 685.961 (meters) 2250.52 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 685.197 (meters) 2248.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,499.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 702,630. </td><td> 2,002,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 685.118 (m) 2247.76 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV111097(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 17 BIS 1966 2248 <br>MARK LOGO: USGS <br>PROJECTION: PROJECTING 10 CENTIMETERS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 2.7 MI NORTH FROM CANTIL. 2.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL, ON TOP OF A SMALL KNOLL, 47.0 FT. EAST CENTER LINE OF NORTHBOUND LANES, 27.0 FT. WEST CENTER LINE OF TRACK ROAD LEADING NORTHEAST. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 RECOVERED IN GOOD CONDITION. THE 1977 DESCRIPTION IS ADEQUATE EXCEPT OMIT--6.4 METERS (21 FT) WEST OF A WITNESS POST. ADD--0.6 METER (2 FT) WEST OF A WITNESS POST. EV2276 17 FMK http://www.geocaching.com/mark/details.asp?PID=EV2276 17 FMK Geocache Geocache 17 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 FMK</h1> <b> PID </b> EV2276 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 56. (N) 117 39 18. (W) SCALED <br> <b> NAVD 88 </b> 748.873 (meters) 2456.93 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.68 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 748.032 (meters) 2454.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,486.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,320. </td><td> 2,031,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 748.076 (m) 2454.31 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU402731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 15 FEET <br>STAMPING: 17 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010423</td><td>GOOD </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AT BORON. AT BORON, 0.2 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 43.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 42 1/2 FEET WEST OF THE EXTENDED CENTER LINE OF PATRICIA AVENUE, 85 FEET NORTH OF THE EXTENDED CENTER LINE OF JESSIE STREET, 3 FEET SOUTHWEST OF TELEPHONE POLE 194-9, 1.6 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 15 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. SECTION 31, T 11N, R 7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2001 (DLS) BORON STATION AND TELEPHONE POLE NO LONGER EXIST. FROM BORON AVE. SOUTH OF 20 MULE TEAM AVE. 0.35 MI.WEST ALONG DIRT ROAD SOUTH SIDE OF TRACKS. FOUND DOWN 0.10' IN BRUSH. WITNESS POST MISSING. DELETE REFERENCES TO TRAIN STATION, POLE NUMBER, AND WITNESS POST FU1296 173 DWR http://www.geocaching.com/mark/details.asp?PID=FU1296 173 DWR Geocache Geocache 173 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>173 DWR</h1> <b> PID </b> FU1296 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> WEST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 21 40. (N) 119 31 24. (W) SCALED <br> <b> NAVD 88 </b> 107.88 (+/-2cm) 353.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.58 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 707,500. </td><td> 1,861,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 107.05 (m) 351.2 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV707160(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 173 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 9 MI SW FROM BUTTONWILLOW. 5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BUTTONWILLOW, THENCE 1.0 MILE ALONG AN ASPHALT ROAD AND A TELEPHONE LINE, THENCE 1.55 MILES EAST ALONG A TRACK ROAD AND TELEPHONE LINE, THENCE 0.5 MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.3 MILE WEST ACROSS COUNTRY, AT THE EAST EDGE OF A CLEARING FOR AN ABANDONED WELL, ABOUT 8 FEET NORTH OF THE EXTENDED CENTER LINE OF AN EAST-WEST DIRT ROAD, 182 FEET EAST OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND MARKED TOC 64X-32 32 29 23, 2.1 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. FU0054 1732 USGS http://www.geocaching.com/mark/details.asp?PID=FU0054 1732 USGS Geocache Geocache 1732 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1732 USGS</h1> <b> PID </b> FU0054 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> BENA (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 16 32. (N) 118 38 07. (W) SCALED <br> <b> NAVD 88 </b> 529.154 (meters) 1736.07 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 528.600 (meters) 1734.25 (feet) COMP <br> <b> MODELED GRAV</b> 979,564.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code B , SEE BELOW <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in February 1993. * This is a READJUSTED BENCH MARK height. Code B indicates a distribution rate of 1.1 thru 2.0 mm/km. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 697,140. </td><td> 1,942,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 528.323 (m) 1733.34 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV512048(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1732B 1902 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1902 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 0.7 MI W FROM BEALVILLE. 0.7 MILE WEST ALONG THE SOUTHERN PACIFIC-SANTA FE RAILROAD FROM THE SIDING SIGN AT BEALVILLE, DIRECTLY ACROSS THE TRACKS FROM THE EAST END OF A HIGH CUT BANK, 5 1/2 RAILS EAST OF AN ALLARD ONE MILE SIGN, 15.9 FEET NORTH OF THE NORTH RAIL, 12.7 FEET SOUTHWEST OF A TELEGRAPH POLE WITH A GUY WIRE, 4.1 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND. NOTE-- THE CAP HAS BEEN HAMMERED AND DISHED. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 RECOVERED IN GOOD CONDITION. FU1534 174 DWR http://www.geocaching.com/mark/details.asp?PID=FU1534 174 DWR Geocache Geocache 174 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>174 DWR</h1> <b> PID </b> FU1534 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 21 17. (N) 119 30 02. (W) SCALED <br> <b> NAVD 88 </b> 112.46 (+/-2cm) 369.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.54 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 706,760. </td><td> 1,863,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 111.622 (m) 366.21 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV727152(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: T29S R23E T30S 33-34 3-4 LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.3 MI SW FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 1.0 MILE WEST ALONG A DIM TRACK ROAD, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.5 MILE WEST-NORTHWEST ALONG A DIRT ROAD, 1.85 MILES WEST-NORTHWEST ALONG A DIRT ROAD FROM 177(DWR), 30 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 109 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD SOUTHEAST, 1.0 FOOT SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU0506 1748 USGS http://www.geocaching.com/mark/details.asp?PID=FU0506 1748 USGS Geocache Geocache 1748 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1748 USGS</h1> <b> PID </b> FU0506 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> DEMOCRAT HOT SPRINGS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 30 00. (N) 118 41 37. (W) SCALED <br> <b> NAVD 88 </b> 533.51 (+/-2cm) 1750.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.04 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 722,080. </td><td> 1,937,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 532.58 (m) 1747.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLV463298(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BOULDER <br>STAMPING: 1748 H 12 1934 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1934 14.5 MI W FROM MIRACLE HOT SPRINGS. 14.5 MILES WEST ALONG STATE HIGHWAY 178 FROM MIRACLE HOT SPRINGS HOTEL AT MIRACLE HOT SPRINGS, KERN COUNTY, 20 FEET EAST OF THE EAST END OF CONCRETE BRIDGE CULVERT G 255+42, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHEAST OF A HIGHWAY DRINKING FOUNTAIN, IN THE TOP OF A STEP ON THE SOUTHWEST SIDE OF A GRANITE BOULDER, AND 6 FEET BELOW THE TOP OF THE BOULDER. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1748 H 12 1934. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 RECOVERED IN GOOD CONDITION. FU1535 175 DWR http://www.geocaching.com/mark/details.asp?PID=FU1535 175 DWR Geocache Geocache 175 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>175 DWR</h1> <b> PID </b> FU1535 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 21 14. (N) 119 29 30. (W) SCALED <br> <b> NAVD 88 </b> 111.68 (+/-2cm) 366.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.52 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 706,650. </td><td> 1,864,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 110.845 (m) 363.66 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV735151(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1/4 S 34 3 LGB MCD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4.6 MI S FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 1.0 MILE WEST ALONG A DIM TRACK ROAD, AT THE JUNCTION OF A NORTH-SOUTH TRACK ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1539 176 DWR http://www.geocaching.com/mark/details.asp?PID=FU1539 176 DWR Geocache Geocache 176 DWR CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>176 DWR</h1> <b> PID </b> FU1539 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 21 17. (N) 119 28 57. (W) SCALED <br> <b> NAVD 88 </b> 102.63 (+/-2cm) 336.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.52 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 706,730. </td><td> 1,865,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 101.803 (m) 334.00 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV744152(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: T29S R23E 34-35 3-2 T30S LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4.2 MI S FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.1 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 0.5 MILE WEST ALONG A TRACK ROAD AND FENCE LINE, AT THE JUNCTION OF A NORTH-SOUTH TRACK ROAD AND THE WEST END OF A FENCE, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 2 1/2 FEET NORTHWEST OF THE WEST END OF THE FENCE, 2.8 FEET EAST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A CAP ON THE TOP OF A 3 1/2-INCH IRON PIPE THAT PROJECTS 0.6 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1544 177 DWR http://www.geocaching.com/mark/details.asp?PID=FU1544 177 DWR Geocache Geocache 177 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>177 DWR</h1> <b> PID </b> FU1544 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 20 45. (N) 119 28 09. (W) SCALED <br> <b> NAVD 88 </b> 95.54 (+/-2cm) 313.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 705,730. </td><td> 1,866,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 94.716 (m) 310.75 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV756141(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 177 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 4.2 MI S FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD, 0.1 MILE SOUTH OF BENCH MARK MI. 229.71 A (DWR) 0.05 MILE SOUTH OF A BRIDGE OVER THE CALIFORNIA AQUEDUCT, 215 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE, 80 FEET WEST OF THE CENTER LINE OF THE ROAD, 162.2 FEET SOUTHEAST OF A FENCE CORNER OF THE CALIFORNIA AQUEDUCT RIGHT OF WAY FENCE, 41.2 FEET SOUTH-SOUTHEAST OF A 3-INCH IRON PIPE WHICH PROJECTS 4 FEET ABOVE THE GROUND, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 10 FEET LOWER THAN THE ROAD, AND A CAP ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SEC 2, T30S, R23E. FU1551 178 DWR http://www.geocaching.com/mark/details.asp?PID=FU1551 178 DWR Geocache Geocache 178 DWR BLM Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>178 DWR</h1> <b> PID </b> FU1551 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 20 23. (N) 119 26 49. (W) SCALED <br> <b> NAVD 88 </b> 93.29 (+/-2cm) 306.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.44 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 705,020. </td><td> 1,868,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 92.471 (m) 303.38 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV776134(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: R23E R24E T30S S1 S6 S12 S7 1924 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1924 </td><td>MONUMENTED </td><td>BLM</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 5.6 MI S FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC RAILROAD STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 0.9 MILE EAST-SOUTHEAST ALONG A DIRT ROAD, THENCE 0.45 MILE SOUTHEAST ALONG THE NORTHEAST LEVEE ROAD OF THE CALIFORNIA AQUEDUCT, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 55 FEET NORTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 9 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD NORTH, 47 1/2 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A TOWER, 3.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE DIRT ROAD, AND ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. FU1558 179 DWR http://www.geocaching.com/mark/details.asp?PID=FU1558 179 DWR Geocache Geocache 179 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>179 DWR</h1> <b> PID </b> FU1558 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 19 59. (N) 119 25 50. (W) SCALED <br> <b> NAVD 88 </b> 95.92 (+/-2cm) 314.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.41 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 704,260. </td><td> 1,869,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 95.100 (m) 312.01 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV790126(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 179 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 6.7 MI S FROM BUTTONWILLOW. 2.15 MILES SOUTH ALONG MIRASOL AVENUE FROM THE SOUTHERN PACIFIC STATION AT BUTTONWILLOW, THENCE 0.4 MILE WEST ALONG BRIGHT ROAD, THENCE 1.7 MILES SOUTH ALONG ELK HILLS ROAD, THENCE 0.9 MILE EAST-SOUTHEAST ALONG A DIRT ROAD, THENCE 1.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT, AT A FENCE JUNCTION, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LEVEE ROAD, 29 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 19 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 43 FEET SOUTHWEST AND ACROSS THE ROAD FROM A 6-INCH IRON PIPE WHICH PROJECTS ABOUT 2 FEET, 2.0 FEET EAST OF A WITNESS POST, AND RIVETED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. FU2116 18 19 1/4 S SOCO http://www.geocaching.com/mark/details.asp?PID=FU2116 18 19 1/4 S SOCO Geocache Geocache 18 19 1/4 S SOCO SOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 19 1/4 S SOCO</h1> <b> PID </b> FU2116 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TAFT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 08 15. (N) 119 26 18. (W) SCALED <br> <b> NAVD 88 </b> 251.11 (+/-2cm) 823.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.10 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 682,580. </td><td> 1,868,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 250.291 (m) 821.16 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU778910(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1/4 S 18 WC 19 LGBMACD 50 FT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>SOCO</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 0.6 MI E FROM TAFT. 0.6 MILE EAST ALONG GARDNER FIELD ROAD FROM THE INTERSECTION OF STATE HIGHWAY 33 AT TAFT, IN R24E T32S, IN THE SOUTH HALF OF SECTION 18, AT THE Y JUNCTION OF A TRACK ROAD LEADING SOUTHEAST, 0.5 MILE EAST OF BENCH MARK B 546, 210 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SCREWED ON THE TOP OF A 4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. FU2236 18 AA http://www.geocaching.com/mark/details.asp?PID=FU2236 18 AA Geocache Geocache 18 AA USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 AA</h1> <b> PID </b> FU2236 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CONNER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 12 29. (N) 119 06 36. (W) SCALED <br> <b> NAVD 88 </b> 94.89 (+/-2cm) 311.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.95 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 690,030. </td><td> 1,898,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (11/16/65) 94.185 (m) 309.01 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU079981(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CULVERT HEADWALL <br>STAMPING: 18 AA 311 1954 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1954 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040617</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 4 MI S FROM OLD RIVER. 4.0 MILES SOUTH ALONG OLD RIVER ROAD FROM THE JUNCTION OF STATE HIGHWAY 119 AT OLD RIVER, IN R27E T31S, IN THE NORTHEAST CORNER OF SECTION 30, AT THE SOUTHWEST CORNER OF THE JUNCTION OF BEAR MOUNTAIN BOULEVARD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, IN THE TOP OF THE SOUTH END OF THE SOUTH WING WALL OF A 24-INCH PIPE CULVERT, 0.6 FEET NORTH OF THE SOUTH END OF THE WING WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW) 7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN PUMPKIN CENTER, THENCE 6.5 KM SOUTHERLY ALONG OLD RIVER ROAD, IN TOP OF AND NEAR THE SOUTH END OF THE CONCRETE HEADWALL OF A CULVERT UNDER THE ROAD, 9.5 M WEST OF THE ROAD CENTERLINE, 7.4 M SOUTH OF THE EXTENDED CENTER OF STATE HIGHWAY 223, 0.2 M NORTH OF THE SOUTH END OF THE HEADWALL, AND 0.2 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. FT1031 18 BIS http://www.geocaching.com/mark/details.asp?PID=FT1031 18 BIS Geocache Geocache 18 BIS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 BIS</h1> <b> PID </b> FT1031 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CANTIL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 20 29. (N) 117 58 19. (W) SCALED <br> <b> NAVD 88 </b> 696.057 (meters) 2283.65 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 695.281 (meters) 2281.10 (feet) COMP <br> <b> MODELED GRAV</b> 979,498.5 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,501.4 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 704,260. </td><td> 2,002,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 695.210 (m) 2280.87 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV116113(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 18 BIS 1966 2281 <br>MARK LOGO: USGS <br>PROJECTION: PROJECTING 12 CENTIMETERS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 3.75 MI NORTH FROM CANTIL. 3.75 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT AT CANTIL, ON TOP OF A SMALL KNOLL, 88.0 FT. WEST CENTER LINE SOUTH BOUND LANES 31 FT. SOUTHEAST OF A 4 BY 4-INCH CONCRETE STATE RIGHT-OF-WAY MARKER PROJECTING 0.6 INCHES. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 RECOVERED IN GOOD CONDITION. THE 1977 DESCRIPTION IS ADEQUATE EXCEPT OMIT--9.4 METERS (31 FT) SOUTHEAST OF A 4 BY 4 INCH CONCRETE RIGHT OF WAY MARKER. ADD--0.9 METER (3 FT) SOUTHEAST OF A 4 BY 4 INCH CONCRETE RIGHT OF WAY MARKER AND 0.4 KM (0.24 MI) SOUTHWEST OF MILEPOST 29. EV2278 18 FMK http://www.geocaching.com/mark/details.asp?PID=EV2278 18 FMK Geocache Geocache 18 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 FMK</h1> <b> PID </b> EV2278 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 55. (N) 117 38 50. (W) SCALED <br> <b> NAVD 88 </b> 753.202 (meters) 2471.13 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 752.356 (meters) 2468.35 (feet) COMP <br> <b> MODELED GRAV</b> 979,486.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,290. </td><td> 2,032,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 752.405 (m) 2468.52 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU409730(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 10 FEET <br>STAMPING: 18 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 AT BORON. AT BORON, 0.3 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 4 POLES EAST OF THE CROSSING OF BORON AVENUE, 44.3 FEET SOUTH OF THE SOUTH RAIL, 98 FEET SOUTHEAST AND ACROSS THE TRACK FROM A POLE BEARING A METAL BOX, 3 1/2 FEET SOUTHWEST OF TELEPHONE POLE 193-25, 1.2 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION 5, T 10N, R7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FU1576 180 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1576 180 A DWR Geocache Geocache 180 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>180 A DWR</h1> <b> PID </b> FU1576 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 19 07. (N) 119 23 38. (W) SCALED <br> <b> NAVD 88 </b> 98.37 (+/-2cm) 322.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 702,610. </td><td> 1,873,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 97.560 (m) 320.08 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV823110(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 180A 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 3.3 MI NW FROM TUPMAN. 1.8 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, THENCE 1.0 MILE WEST ALONG A TRACK ROAD AND POWER LINE, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH OF BENCH MARK Z 980, 38 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.6 FOOT WEST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1581 180 DWR http://www.geocaching.com/mark/details.asp?PID=FU1581 180 DWR Geocache Geocache 180 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>180 DWR</h1> <b> PID </b> FU1581 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 19 35. (N) 119 24 43. (W) SCALED <br> <b> NAVD 88 </b> 92.69 (+/-2cm) 304.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 703,500. </td><td> 1,871,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 91.87 (m) 301.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV807119(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 180 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4.7 MI NW FROM TUPMAN. 1.95 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, THENCE 2.45 MILES NORTHWEST ALONG A DIRT ROAD WHICH FOLLOWS THE SOUTHWEST SIDE OF A CANAL, THENCE 0.3 MILE SOUTH ALONG A TRACK ROAD AND FENCE LINE, AT A FENCE CORNER, 14 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF FENCE CORNER POST, 2.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A CAP ON A 1 1/2-INCH PIPE WHICH PROJECTS 0.4 FOOT. EW3679 180+00 CAHD http://www.geocaching.com/mark/details.asp?PID=EW3679 180+00 CAHD Geocache Geocache 180+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>180+00 CAHD</h1> <b> PID </b> EW3679 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> GRAPEVINE (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 58 37. (N) 118 56 31. (W) SCALED <br> <b> NAVD 88 </b> 365.39 (+/-2cm) 1198.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.54 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 664,230. </td><td> 1,914,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 364.61 (m) 1196.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU227722(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 180+00 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 1.9 MI S FROM WHEELER RIDGE. 1.9 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT WHEELER RIDGE, 18.1 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF THE WEST TRAFFIC LANES, 139 FEET SOUTHEAST AND ACROSS THE WEST TRAFFIC LANES FROM LIGHT POLE NO. A-83.51, 112 FEET WEST-SOUTHWEST AND ACROSS THE EAST TRAFFIC LANES FROM POWER POLE 10, 2.0 FEET NORTH OF HIGHWAY STATION MARKER 180+00, ABOUT 3 1/2 FEET LOWER THAN THE WEST LANES, AND SET IN THE TOP OF A CONCRETE POST 1.5 FEET UNDERGROUND. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. FU1571 181 DWR http://www.geocaching.com/mark/details.asp?PID=FU1571 181 DWR Geocache Geocache 181 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>181 DWR</h1> <b> PID </b> FU1571 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> EAST ELK HILLS (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 40. (N) 119 23 05. (W) SCALED <br> <b> NAVD 88 </b> 105.64 (+/-2cm) 346.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.32 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 701,770. </td><td> 1,874,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 104.83 (m) 343.9 (f) COMPUTED 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV831101(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 181 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.3 MI NW FROM TUPMAN. 1.8 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, THENCE 0.5 MILE WEST ALONG A TRACK ROAD AND POWER LINE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 1/2 FEET EAST OF A POWER POLE, 1.6 FEET NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD AND ON THE TOP OF A 1 1/2-INCH PIPE WHICH PROJECTS 0.4 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1518 182 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1518 182 A DWR Geocache Geocache 182 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>182 A DWR</h1> <b> PID </b> FU1518 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 02. (N) 119 21 28. (W) SCALED <br> <b> NAVD 88 </b> 90.24 (+/-2cm) 296.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 700,570. </td><td> 1,876,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 89.438 (m) 293.43 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV856089(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: DWR BM 182 A 1962 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1962 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 0.6 MI NW FROM TUPMAN. 0.55 MILE NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, AT A TELEPHONE LINE CROSSING, 121 FEET NORTH OF THE CENTER LINE OF THE ROAD, 19 FEET EAST OF THE CENTER OF A 12-INCH PIPE LINE, 9 1/2 FEET SOUTHEAST OF A FENCE CORNER, 5.5 FEET SOUTH OF A FENCE, 1 1/2 FEET SOUTH OF POLE KMT B 15/22, ABOUT 1 FOOT LOWER THAN THE ROAD AND ON THE TOP OF A 1 1/2-INCH PIPE WHICH PROJECTS 0.4 FOOT. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. FU1525 182 DWR http://www.geocaching.com/mark/details.asp?PID=FU1525 182 DWR Geocache Geocache 182 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>182 DWR</h1> <b> PID </b> FU1525 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 26. (N) 119 22 17. (W) SCALED <br> <b> NAVD 88 </b> 90.84 (+/-2cm) 298.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.30 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 701,320. </td><td> 1,875,290. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 90.033 (m) 295.38 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV843096(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: NW 1/16 SEC 23 LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 1.4 MI NW FROM TUPMAN. 1.4 MILES NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, 58 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 77 1/2 FEET NORTH-NORTHWEST OF THE CENTER OF THE NORTHEAST END OF A 36-INCH PIPE CULVERT, 0.3 FOOT WEST OF A FENCE CORNER, 2.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND ON THE TOP OF A 3 1/2-INCH PIPE WHICH PROJECTS 0.5 FOOT. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. FU1514 183 A DWR http://www.geocaching.com/mark/details.asp?PID=FU1514 183 A DWR Geocache Geocache 183 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>183 A DWR</h1> <b> PID </b> FU1514 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 17 48. (N) 119 21 01. (W) SCALED <br> <b> NAVD 88 </b> 100.14 (+/-2cm) 328.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 700,130. </td><td> 1,877,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 99.34 (m) 325.9 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV862084(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 24 25 1/4 S LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 NEAR TUPMAN. 0.05 MILE SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 135 FEET NORTHWEST OF THE SOUTHWEST END OF A 48-INCH PIPE CULVERT, 37.6 FEET EAST OF THE EAST CORNER OF A GARAGE, 85 FEET WEST AND ACROSS THE ROAD FROM A TELEPHONE POLE WITH GUY WIRE, 2.5 FEET NORTHEAST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD AND ON THE TOP OF A 3 1/2-INCH PIPE WHICH PROJECTS 0.2 FOOT. FU1517 183 DWR http://www.geocaching.com/mark/details.asp?PID=FU1517 183 DWR Geocache Geocache 183 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>183 DWR</h1> <b> PID </b> FU1517 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 18 02. (N) 119 21 30. (W) SCALED <br> <b> NAVD 88 </b> 97.38 (+/-2cm) 319.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 700,570. </td><td> 1,876,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.578 (m) 316.86 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV855089(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: S1/16 23/24 LS 2716 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 0.6 MI NW FROM TUPMAN. 0.55 MILE NORTHWEST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, 1 1/2 POLES SOUTH AND ACROSS THE ROAD FROM BENCH MARK 182 A (DWR), 249 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 91 1/2 FEET SOUTH-SOUTHEAST OF POLE 46, 15 FEET EAST OF THE CENTER OF A 12-INCH PIPE LINE, 2.6 FEET SOUTH OF A WITNESS POST, ABOUT 20 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1503 184 DWR http://www.geocaching.com/mark/details.asp?PID=FU1503 184 DWR Geocache Geocache 184 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>184 DWR</h1> <b> PID </b> FU1503 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 17 12. (N) 119 20 09. (W) SCALED <br> <b> NAVD 88 </b> 101.32 (+/-2cm) 332.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.25 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 699,000. </td><td> 1,878,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.530 (m) 329.82 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV875073(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 184 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 1.2 MI SE FROM TUPMAN. 1.15 MILES SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, AT THE JUNCTION OF AN OILED ROAD SOUTHWEST, 44 1/2 FEET SOUTHWEST OF THE ROAD, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 116 FEET SOUTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE WITH GUY WIRE, 2.4 FEET SOUTHEAST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD AND ON THE TOP OF A 1 1/2-INCH PIPE WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1493 185 DWR http://www.geocaching.com/mark/details.asp?PID=FU1493 185 DWR Geocache Geocache 185 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>185 DWR</h1> <b> PID </b> FU1493 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TUPMAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 16 28. (N) 119 19 20. (W) SCALED <br> <b> NAVD 88 </b> 103.22 (+/-2cm) 338.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.24 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 697,630. </td><td> 1,879,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 102.438 (m) 336.08 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV887059(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BM 185 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.4 MI SE FROM TUPMAN. 2.35 MILES SOUTHEAST ALONG TUPMAN ROAD FROM THE POST OFFICE AT TUPMAN, THENCE 0.1 MILE WEST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF TWO OILED ROADS LEADING SOUTH, 1.0 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 119 AND BENCH MARK R 7 (USGS), 63 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE CENTER LINE OF THE WEST ONE OF TWO OILED ROADS SOUTH, 30 FEET WEST OF THE CENTER LINE OF THE EAST ONE OF THE TWO ROADS, IN THE CENTER OF THE SPACE BETWEEN THREE 3-INCH IRON PIPES WHICH PROJECT 3 FEET ABOVE THE GROUND, 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. FU2279 188 DWR http://www.geocaching.com/mark/details.asp?PID=FU2279 188 DWR Geocache Geocache 188 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>188 DWR</h1> <b> PID </b> FU2279 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOUTH OF KERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 14 56. (N) 119 18 12. (W) SCALED <br> <b> NAVD 88 </b> 94.30 (+/-2cm) 309.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.25 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 694,770. </td><td> 1,881,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 93.524 (m) 306.84 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV904030(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 188 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 12.2 MI NE FROM FORD CITY. 0.1 MILE EAST ALONG DATE STREET FROM THE JEFFERSON SCHOOL AT FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 7.05 MILE NORTHEAST ALONG STATE HIGHWAY 119, THENCE 4.4 MILES EAST ALONG GOLF COURSE ROAD, 0.1 MILE WEST OF BENCH MARK MI.242.34 A (DWR), AT THE SOUTHWEST CORNER OF THE JUNCTION OF AN ASPHALT ROAD, 48 FEET WEST OF THE CENTER LINE OF GOLF COURSE ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ASPHALT ROAD, 58.8 FEET NORTH OF THE CENTER OF A 3 1/2-INCH IRON PIPE PROJECTING 5 FEET ABOVE THE GROUND, 2.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND A CAP ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SEC 9, T31S, R25E. FU2252 19 AA http://www.geocaching.com/mark/details.asp?PID=FU2252 19 AA Geocache Geocache 19 AA USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>19 AA</h1> <b> PID </b> FU2252 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CONNER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 09 08. (N) 119 06 34. (W) SCALED <br> <b> NAVD 88 </b> 88.52 (+/-2cm) 290.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.96 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 683,830. </td><td> 1,898,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (11/16/65) 87.828 (m) 288.15 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU078919(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 19 AA 291 1954 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1954 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040617</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 8 MI S FROM OLD RIVER. 8.0 MILES SOUTH ALONG OLD RIVER ROAD FROM THE JUNCTION OF STATE HIGHWAY 119 AT OLD RIVER, IN R27E T32S, IN THE SOUTHWEST CORNER OF SECTION 8, AT THE NORTHEAST CORNER OF THE JUNCTION OF HERRING ROAD, 66 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF HERRING ROAD, 3 FEET EAST OF POWER LINE POLE 21-12 WITH A GUY WIRE, 1.3 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JMW) 7.2 KM WESTERLY ALONG STATE HIGHWAY 119 FROM THE POST OFFICE IN PUMPKIN CENTER, THENCE 12.8 KM SOUTHERLY ALONG OLD RIVER ROAD, 20.1 M EAST OF THE ROAD CENTERLINE, 6.1 M NORTH OF THE CENTER OF HERRING ROAD, 3.0 M NORTHEAST OF A STOP SIGN, 1.8 M BELOW THE LEVEL OF THE ROAD, 0.8 M EAST OF A UTILITY POLE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE MONUMENT IS ON THE HERRING ROAD RIGHT-OF-WAY. FT1033 19 BIS http://www.geocaching.com/mark/details.asp?PID=FT1033 19 BIS Geocache Geocache 19 BIS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>19 BIS</h1> <b> PID </b> FT1033 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> CANTIL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 21 23. (N) 117 58 32. (W) SCALED <br> <b> NAVD 88 </b> 727.601 (meters) 2387.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.02 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 726.789 (meters) 2384.47 (feet) COMP <br> <b> MODELED GRAV</b> 979,494.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 705,930. </td><td> 2,002,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 726.751 (m) 2384.35 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV113130(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>STAMPING: 19 BIS 1966 2384 <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 4.85 MI NORTH FROM CANTIL. 4.85 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT CANTIL, IN TOP AND 1.0 FT. NORTHWEST OF THE SOUTHWEST END OF THE EAST END OF BRIDGE OVER RED ROCK CANYON CREEK, 17.0 FT. NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 RECOVERED IN GOOD CONDITION. EV2279 19 FMK http://www.geocaching.com/mark/details.asp?PID=EV2279 19 FMK Geocache Geocache 19 FMK USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>19 FMK</h1> <b> PID </b> EV2279 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> LEUHMAN RIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 59 54. (N) 117 38 35. (W) SCALED <br> <b> NAVD 88 </b> 755.024 (meters) 2477.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 754.176 (meters) 2474.33 (feet) COMP <br> <b> MODELED GRAV</b> 979,486.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 666,260. </td><td> 2,032,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 754.227 (m) 2474.49 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMU413730(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 10 FEET <br>STAMPING: 19 FMK 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 0.6 MI E FROM BORON. 0.55 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT BORON, 3 POLES EAST AND ACROSS THE TRACK FROM A METAL BOX, 45.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4.7 FEET SOUTH-SOUTHWEST OF TELEPHONE 193-16, 51 1/2 FEET NORTH OF POLE 9464, 1.6 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A COPPER COATED ROD DRIVEN TO A DEPTH OF 10 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A 6-INCH PLASTIC PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. SECTION 5, T10N, R7W <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FU2297 192 DWR http://www.geocaching.com/mark/details.asp?PID=FU2297 192 DWR Geocache Geocache 192 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>192 DWR</h1> <b> PID </b> FU2297 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOUTH OF KERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 14 03. (N) 119 20 16. (W) SCALED <br> <b> NAVD 88 </b> 102.97 (+/-2cm) 337.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.29 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 693,180. </td><td> 1,878,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 102.196 (m) 335.29 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV872015(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: BM 192 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 9.8 MI NE FROM FORD CITY. 0.1 MILE EAST ALONG DATE STREET FROM THE JEFFERSON SCHOOL AT FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 7.05 MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 1.95 MILES EAST ALONG GOLF COURSE ROAD, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH, 51 FEET NORTH OF THE CENTER LINE OF GOLF COURSE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND A CAP ON THE TOP OF A 1 1/2-INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. SEC 18, T31S, R25E. FU2309 195 DWR http://www.geocaching.com/mark/details.asp?PID=FU2309 195 DWR Geocache Geocache 195 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>195 DWR</h1> <b> PID </b> FU2309 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> MOUTH OF KERN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 13 27. (N) 119 22 32. (W) SCALED <br> <b> NAVD 88 </b> 110.26 (+/-2cm) 361.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.30 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 692,110. </td><td> 1,874,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 109.480 (m) 359.19 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV837004(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: T31S R24E 15-14 23-22 REPLACED OCTOBER 5 1956 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1956 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 7.8 MI NE FROM FORD CITY. 0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD, 0.15 MILE SOUTH OF PACIFIC GAS AND ELECTRIC SUBSTATION ELK HILLS, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF THE SECOND POWER POLE SOUTH OF THE SUBSTATION, 2.2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1984 197 DWR http://www.geocaching.com/mark/details.asp?PID=FU1984 197 DWR Geocache Geocache 197 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>197 DWR</h1> <b> PID </b> FU1984 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TAFT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 11 44. (N) 119 22 34. (W) SCALED <br> <b> NAVD 88 </b> 99.41 (+/-2cm) 326.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.29 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 688,940. </td><td> 1,874,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.641 (m) 323.62 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU836973(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 27263534 T31S R24E MDM LGB MACD <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 9.8 MI NE FROM FORD CITY. 0.1 MILE EAST ALONG DATE STREET FROM JEFFERSON SCHOOL AT FORD CITY, THENCE 0.7 MILE NORTHEAST ALONG HARRISON STREET, THENCE 6.7 MILES NORTHEAST ALONG STATE HIGHWAY 119, THENCE 2.3 MILES SOUTH ALONG A TRACK ROAD AND POWER LINE, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST-SOUTHEAST OF A POWER POLE, 0.4 FOOT WEST OF A WITNESS POST, 1/2 FOOT LOWER THAN THE ROAD, A CAP ON THE TOP OF A 3 1/2-INCH PIPE PROJECTING 0.5 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU2005 198 DWR http://www.geocaching.com/mark/details.asp?PID=FU2005 198 DWR Geocache Geocache 198 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>198 DWR</h1> <b> PID </b> FU2005 <br> <b> STATE/COUNTY</b> CA/KERN <br> <b> USGS QUAD </b> TAFT (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 10 53. (N) 119 22 35. (W) SCALED <br> <b> NAVD 88 </b> 123.69 (+/-2cm) 405.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters)