Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com FU1166 1 USGS http://www.geocaching.com/mark/details.asp?PID=FU1166 1 USGS Geocache Geocache 1 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 USGS</h1> <b> PID </b> FU1166 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> DELANO EAST (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 47 59. (N) 119 09 06. (W) SCALED <br> <b> NAVD 88 </b> 136.48 (+/-2cm) 447.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.70 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 4 </td><td> 551,760. </td><td> 1,986,290. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 135.67 (m) 445.1 (f) COMPUTED 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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 11SLV055638(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: 1 <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>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 2.4 MI E FROM JOVISTA. 0.5 MILE NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES EAST ALONG AVENUE 8, THENCE 0.35 MILE SOUTH ALONG ROAD 188, DIRECTLY ACROSS THE ROAD FROM THE NORTHWEST CORNER OF A WOVEN WIRE FENCE AROUND CRESTA BLANCA WINE COMPANY DISTILLERY NO. 504, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A USGS METAL RECORDER BUILDING, 100 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.3 FEET NORTH-NORTHWEST OF BENCH MARK S 945 (USGS), ABOUT 1 FOOT HIGHER THAN THE ROAD AND 0.5 FOOT ABOVE THE GROUND. SEC 34, T24S, R26E GT0049 10033 http://www.geocaching.com/mark/details.asp?PID=GT0049 10033 Geocache Geocache 10033 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10033</h1> <b> PID </b> GT0049 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> KERN LAKE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 59. (N) 118 29 05. (W) SCALED <br> <b> NAVD 88 </b> 3059.41 (+/-2cm) 10037.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.30 (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 4 </td><td> 611,060. </td><td> 2,046,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 3057.95 (m) 10032.6 (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: 11SLA667219(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 10033 (DATUM) G-1905-2-S <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>1905 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1940 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 13.2 MI S FROM MINERAL KING. ABOUT 13.2 MILES SOUTH AND EAST OF MINERAL KING VIA FAREWELL GAP AND HEINMAN CUTOFF. IT IS ON GREAT WESTERN DIVIDE ABOUT 1/4 MILE SOUTHEAST OF POINT WHERE TRAIL ENTERS SEQUOIA NATIONAL PARK. IT IS NOT ON THE HIGHEST POINT OF THE DIVIDE. IT IS SET IN TOP OF A LARGE GRANITE BOULDER ABOUT 500 FEET SOUTH OF A POINT WHERE THE TRAIL TURNS DUE EAST. AN OLD ABANDONED TRAIL RUNS SOUTH PAST THE BOULDER DOWN OVER THE STEEL CLIFFS TO THE SOUTH. GT0346 100.64 http://www.geocaching.com/mark/details.asp?PID=GT0346 100.64 Geocache Geocache 100.64 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>100.64</h1> <b> PID </b> GT0346 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> PORTERVILLE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 28. (N) 119 06 24. (W) SCALED <br> <b> NAVD 88 </b> 126.87 (+/-2cm) 416.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.15 (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 4 </td><td> 574,840. </td><td> 1,990,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 126.046 (m) 413.54 (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: 11SLV101868(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <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>UNK </td><td>MONUMENTED </td><td>BOR</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 1970 10.6 MI S FROM STRATHMORE. 10.65 MILES SOUTH ALONG THE FRIANT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF HESSE AVENUE (AVENUE 120) BRIDGE 100.65 OVER THE CANAL, 16 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SECTION 18, T22S, R27E FU0972 101.66 USBR http://www.geocaching.com/mark/details.asp?PID=FU0972 101.66 USBR Geocache Geocache 101.66 USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101.66 USBR</h1> <b> PID </b> FU0972 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> DUCOR (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 59 36. (N) 119 06 25. (W) SCALED <br> <b> NAVD 88 </b> 126.31 (+/-2cm) 414.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.18 (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 4 </td><td> 573,240. </td><td> 1,990,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 125.486 (m) 411.70 (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: 11SLV100852(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE GUARDRAIL <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>BOR</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 1970 11.6 MI S FROM STRATHMORE. 11.65 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF AVENUE 112 BRIDGE 101.66 OVER THE CANAL, 13 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SEC 30, T22S, R27E. FU0971 102.68 USBR http://www.geocaching.com/mark/details.asp?PID=FU0971 102.68 USBR Geocache Geocache 102.68 USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>102.68 USBR</h1> <b> PID </b> FU0971 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> DUCOR (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 43. (N) 119 06 24. (W) SCALED <br> <b> NAVD 88 </b> 125.79 (+/-2cm) 412.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.20 (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 4 </td><td> 571,610. </td><td> 1,990,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 124.962 (m) 409.98 (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: 11SLV100836(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <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>BOR</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 1970 12.6 MI S FROM STRATHMORE. 12.65 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP AND 0.9 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE INLET HEAD WALL OF DEER CREEK SIPHON 102.69, 32 FEET SOUTH OF THE CENTER OF THE WEST END OF A CONCRETE MOTOR DECK OF THE CHECK DAM, 0.8 FOOT SOUTHEAST OF A CYCLONE FENCE CORNER, AND ABOUT LEVEL WITH THE LEVEE ROAD. SEC 31, T22S, R27E. GT0246 10330 http://www.geocaching.com/mark/details.asp?PID=GT0246 10330 Geocache Geocache 10330 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10330</h1> <b> PID </b> GT0246 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> MOUNT WHITNEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 13. (N) 118 21 29. (W) SCALED <br> <b> NAVD 88 </b> 3149.68 (+/-2cm) 10333.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.89 (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 4 </td><td> 635,600. </td><td> 2,057,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 3148.032 (m) 10328.17 (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: 11SLA784462(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 10330 G 1905 7S <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>1905 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1940 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 28 MI W FROM LONE PINE. THE MARK IS LOCATED 28.0 MILES WEST OF LONE PINE BY ROAD AND TRAIL, 14.3 MILES WEST OF WHITNEY PORTAL BY TRAIL, 6.5 MILES WEST-NORTHWEST OF WHITNEY PASS BY TRAIL, 1.3 MILES WEST OF THE MT. WHITNEY RANGER STATION, AT THE JUNCTION OF THE TRAILS LEADING TO MT. WHITNEY, KERN RIVER, AND WHITNEY CREEK WHICH IS LOCATED AT CRABTREE MEADOW, 20 FEET SOUTH OF THE TRAIL, 40 FEET SOUTHWEST OF THE CENTERLINE OF THE JUNCTION OF THE TRAILS. THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY B M DISK SET IN A DRILL HOLE IN A LARGE BOULDER AND IS STAMPED 10330 G 1905 7S. GT0068 10589 http://www.geocaching.com/mark/details.asp?PID=GT0068 10589 Geocache Geocache 10589 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>10589</h1> <b> PID </b> GT0068 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> MINERAL KING (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 23 59. (N) 118 34 19. (W) SCALED <br> <b> NAVD 88 </b> 3228.91 (+/-2cm) 10593.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.11 (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 4 </td><td> 618,410. </td><td> 2,038,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 3227.32 (m) 10588.3 (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: 11SLA590294(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BEDROCK <br>STAMPING: 10589--/DATUM/ C <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: 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>UNK </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 NATIONAL GEODETIC SURVEY 1952 4.4 MI S FROM MINERAL KING. 4.4 MILES SOUTH OF MINERAL KING, TULARE COUNTY, SET IN AN OUTCROP OF BED ROCK IN FAREWELL GAP. A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED 10589--(DATUM) C. GT0115 1146 http://www.geocaching.com/mark/details.asp?PID=GT0115 1146 Geocache Geocache 1146 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1146</h1> <b> PID </b> GT0115 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> CASE MOUNTAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 27 55. (N) 118 51 42. (W) SCALED <br> <b> NAVD 88 </b> 350.26 (+/-2cm) 1149.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.92 (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 4 </td><td> 625,610. </td><td> 2,012,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 349.33 (m) 1146.1 (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: 11SLA331371(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 1146 1905 <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>1905 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1940 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 3.7 MI NE FROM THREE RIVERS. 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT THREE RIVERS, TULARE COUNTY, 40 FEET EAST OF THE OLD MOUNT WHITNEY POWERHOUSE OF THE SOUTHERN CALIFORNIA EDISON CO., 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 16- BY 20-FOOT GRANITE BOULDER (A FLAGPOLE IS ON THE SAME BOULDER), AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1146 1905. GT1832 11493 G=KERN RM 2 http://www.geocaching.com/mark/details.asp?PID=GT1832 11493 G=KERN RM 2 Geocache Geocache 11493 G=KERN RM 2 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>11493 G=KERN RM 2</h1> <b> PID </b> GT1832 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> KERN PEAK (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 18 30.71900(N) 118 17 16.29040(W) ADJUSTED <br> <b> NAVD 88 </b> 3510. (meters) 11516. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.38 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -26.20 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. 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 scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <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>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 608,446.550 2</td><td>063,954.870</td><td> MT </td><td>0.99995601</td><td> +0 ' 25 29.5"</td></tr><tr><td>SPC CA 4 </td><td>1,996,211.72 6</td><td>771,491.94 </td><td> sFT </td><td>0.99995601</td><td> +0 ' 25 29.5"</td></tr><tr><td>UTM 11 </td><td>4,018,939.670 </td><td>384,379.251</td><td> MT </td><td>0.99976471</td><td> -0 ' 45 45.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99945361 x 0.99995601 = 0.99940965 <br> <b>UTM 11 </b> 0.99945361 x 0.99976471 = 0.99921845 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 18 30.71075(N) 118 17 16.27664(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 18 30.93580(N) 118 17 12.96590(W) AD( ) 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: 11SLA8437918940(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION IS ON THE HIGHEST PART OF KERN PEAK WITH AN ELEVATION OF 11,493 FEET. IT IS A HIGH, BARE, ROCKY PEAK, ABOUT 24 MILES SOUTHEAST OF LONE PINE, 16 MILES WEST-NORTHWEST OF OLANCHA, 4 1/2 MILES SOUTH OF THE TUNNEL GUARD STATION AND 5 MILES SOUTH OF THE TUNNEL MEADOW LANDING STRIP. <p>KERN R.M. 2 IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED G 11493, CEMENTED IN A DRILL HOLE IN AN 8 X 15 FOOT BOULDER PROJECTING 8 FEET. IT IS 8 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE KERN PEAK LOOKOUT HOUSE. <p>A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KERN (USGS) THE DISTANCE BEING 5.07 FEET OR 1.546 METERS WEST-SOUTHWEST. GT0231 13337 http://www.geocaching.com/mark/details.asp?PID=GT0231 13337 Geocache Geocache 13337 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>13337</h1> <b> PID </b> GT0231 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> MOUNT WHITNEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 33. (N) 118 17 17. (W) SCALED <br> <b> NAVD 88 </b> 4065.33 (+/-2cm) 13337.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.21 (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 4 </td><td> 636,260. </td><td> 2,063,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 4063.49 (m) 13331.6 (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: 11SLA847467(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <br>STAMPING: 13337 B 1905 <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>1905 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1928 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1928 21.1 MI W FROM LONE PINE. IN TULARE COUNTY, 21.1 MILES WEST ALONG A ROAD AND A TRAIL FROM LONE PINE, INYO COUNTY, IN LONE PINE CANYON, AT THE INYO-TULARE COUNTY LINE, AT THE SUMMIT OF THE SIERRA NEVADA DIVIDE, 20 FEET NORTHWEST OF THE TRAIL, AND IN A GRANITE WALL. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 13337 B 1905. GT0236 14000 http://www.geocaching.com/mark/details.asp?PID=GT0236 14000 Geocache Geocache 14000 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14000</h1> <b> PID </b> GT0236 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> MOUNT WHITNEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 27. (N) 118 17 29. (W) SCALED <br> <b> NAVD 88 </b> 4267.41 (+/-2cm) 14000.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.22 (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 4 </td><td> 637,920. </td><td> 2,063,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 4265.55 (m) 13994.6 (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: 11SLA844484(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <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>1928 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1928 0.5 MI S FROM MT WHITNEY. 0.5 MILE SOUTH ALONG A TRAIL LEADING TO WHITNEY PASS FROM THE SUMMIT OF MT. WHITNEY, TULARE COUNTY, ON THE SOUTH SLOPE OF THE MOUNTAIN, AT THE RIGHT EDGE OF THE TRAIL, ON A BOULDER PAINTED USGS BM 14000, AND ABOUT 3 FEET HIGHER THAN THE TRAIL. A POINT ON THE BOULDER MARKED WITH BLACK PAINT. NOTE-- THIS IS A TEMPORARY BENCH MARK OF THE GEOLOGICAL SURVEY. GT0237 14501 http://www.geocaching.com/mark/details.asp?PID=GT0237 14501 Geocache Geocache 14501 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>14501</h1> <b> PID </b> GT0237 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> MOUNT WHITNEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 45. (N) 118 17 31. (W) SCALED <br> <b> NAVD 88 </b> 4420.42 (+/-2cm) 14502.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.24 (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 4 </td><td> 638,470. </td><td> 2,063,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 4418.55 (m) 14496.5 (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: 11SLA844489(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK MONUMENT <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: 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>UNK </td><td>MONUMENTED </td><td>USGS</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 MI W FROM LONE PINE. AT THE SUMMIT OF MT. WHITNEY, TULARE COUNTY, 6.5 FEET SOUTH AND 5 FEET WEST OF THE CENTER OF A ROCK MONUMENT IN WHICH IT IS SET. A 4- BY 7-INCH ALUMINUM TABLET ENGRAVED AS FOLLOWS-- U.S. GEOLOGICAL SURVEY CHARLES D. WALCOTT DIRECTOR LATITUDE 36 DEG 44 MIN 44 SEC LONGITUDE 118 DEG 17 MIN 29 SEC ELEVATION ABOVE SEA 14.501 1905. GT1131 17 26 5 C http://www.geocaching.com/mark/details.asp?PID=GT1131 17 26 5 C Geocache Geocache 17 26 5 C BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 26 5 C</h1> <b> PID </b> GT1131 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> IVANHOE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 28 20. (N) 119 11 18. (W) SCALED <br> <b> NAVD 88 </b> 114.17 (+/-2cm) 374.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.57 (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 4 </td><td> 626,390. </td><td> 1,983,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 113.347 (m) 371.87 (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: 11SLA039385(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: 17-26-5C <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</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 1958 9.7 MI SE FROM EAST OROSI. 8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT EAST OROSI, THENCE 1.5 MILES NORTH ALONG ROAD 172, IN R26E T17S S5, AT THE INTERSECTION OF AVENUE 376, 30 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF POWER LINE POLE 7389, 5.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER POST OF AN IRON FENCE AROUND THE PACIFIC GAS AND ELECTRIC COMPANY STONE CORRAL SUBSTATION, 2.3 FEET NORTHWEST OF AN AVENUE MARKER POST, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 RECOVERED IN GOOD CONDITION. GT1127 17 26 7 D http://www.geocaching.com/mark/details.asp?PID=GT1127 17 26 7 D Geocache Geocache 17 26 7 D BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 26 7 D</h1> <b> PID </b> GT1127 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> IVANHOE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 27 25. (N) 119 11 19. (W) SCALED <br> <b> NAVD 88 </b> 111.50 (+/-2cm) 365.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.64 (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 4 </td><td> 624,690. </td><td> 1,983,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 110.676 (m) 363.11 (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: 11SLA038368(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: 17-26-7D <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 8.7 MI SE FROM EAST OROSI. 8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT EAST OROSI, THENCE 0.5 MILE NORTH ALONG ROAD 172, IN R26E T17S S7, AT THE T JUNCTION OF AVENUE 368 LEADING WEST, 35 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 28 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTH OF A FENCE CORNER POST, 9 FEET NORTHWEST OF POWER LINE POLE 3647 WITH THREE TRANSFORMERS, 1.2 FEET SOUTH OF A 6-INCH IRON PIPE WHICH PROJECTS 3 1/2-FEET ABOVE THE GROUND AND BEARING THE PAINTED LETTERS 17-26-7B, 0.5 FOOT EAST OF A FENCE, 0.8 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 MARK NOT FOUND. GT1130 17 26 7 E http://www.geocaching.com/mark/details.asp?PID=GT1130 17 26 7 E Geocache Geocache 17 26 7 E BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>17 26 7 E</h1> <b> PID </b> GT1130 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> IVANHOE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 27 53. (N) 119 11 19. (W) SCALED <br> <b> NAVD 88 </b> 112.74 (+/-2cm) 369.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.61 (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 4 </td><td> 625,560. </td><td> 1,983,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 111.919 (m) 367.19 (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: 11SLA038377(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: 17-26-7E <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 9.2 MI SE FROM EAST OROSI. 8.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT EAST OROSI, THENCE 1.0 MILE NORTH ALONG ROAD 172, IN R26E T17S S7, 30 1/2 FEET NORTHWEST OF THE CENTER OF A T JUNCTION OF A BLADED ROAD LEADING EAST, AT THE T JUNCTION OF POWER LINES, 20 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET EAST OF A FENCE, 1 FOOT NORTH OF POWER LINE POLE 7381, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 MARK NOT FOUND. GT0767 18 27 17 D http://www.geocaching.com/mark/details.asp?PID=GT0767 18 27 17 D Geocache Geocache 18 27 17 D BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 27 17 D</h1> <b> PID </b> GT0767 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> ROCKY HILL (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 21 14. (N) 119 03 44. (W) SCALED <br> <b> NAVD 88 </b> 141.00 (+/-2cm) 462.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.64 (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 4 </td><td> 613,240. </td><td> 1,994,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 140.159 (m) 459.84 (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: 11SLA149251(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: 18-27-17 D <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 3.2 MI SW FROM LEMONCOVE. 3.2 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE STATION AT LEMONCOVE, IN R27E T18S, IN THE SOUTHEAST CORNER OF SECTION 17, AT LINDCOVE, AT THE CROSSING OF A DIRT ROAD LEADING EAST, AT THE SOUTHEAST CORNER OF A TRIANGLE FORMED BY THE JUNCTIONS OF ROAD 228 AND AVENUE 312, 18 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 18 1/2 FEET WEST OF THE CENTER LINE OF ROAD 228, 2 FEET SOUTHEAST OF TELEPHONE POLE E/12, 1.2 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- PORTION OF CONCRETE POST WAS FOUND AT THE DESCRIBED LOCATION AND IS BELIEVED TO BE THE BENCH MARK POST. MARK WAS NOT RECOVERED. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 MARK NOT FOUND. GT0765 18 27 21 G http://www.geocaching.com/mark/details.asp?PID=GT0765 18 27 21 G Geocache Geocache 18 27 21 G BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 27 21 G</h1> <b> PID </b> GT0765 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> ROCKY HILL (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 55. (N) 119 03 44. (W) SCALED <br> <b> NAVD 88 </b> 142.76 (+/-2cm) 468.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.66 (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 4 </td><td> 612,660. </td><td> 1,994,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 141.917 (m) 465.61 (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: 11SLA149245(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 18-27-21 G <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>BOR</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 3.6 MI SW FROM LEMONCOVE. 3.55 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE JUNCTION OF ROAD 244 AND AVENUE 328 AT LEMONCOVE, 0.2 MILE SOUTH OF THE CROSSING OF AVENUE 310, AT THE CROSSING OF A POWER LINE, 9.0 FEET WEST OF THE WEST RAIL, 16 FEET EAST OF THE CENTER LINE OF ROAD 228, 2 1/2 FEET NORTH OF POWER POLE 436087E, 59.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SMALL STUCCOED PUMPHOUSE, 43 FEET WEST AND ACROSS THE TRACK FROM T JUNCTION POWER POLE 436088E, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. SEC 20, T18S, R27E. GT0761 18 27 30 D http://www.geocaching.com/mark/details.asp?PID=GT0761 18 27 30 D Geocache Geocache 18 27 30 D BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>18 27 30 D</h1> <b> PID </b> GT0761 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> ROCKY HILL (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 32. (N) 119 04 52. (W) SCALED <br> <b> NAVD 88 </b> 142.12 (+/-2cm) 466.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.81 (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 4 </td><td> 610,100. </td><td> 1,992,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 141.281 (m) 463.52 (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: 11SLA131220(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: 18-27-30 D <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>BOR</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 4.5 MI NE FROM EXETER. 4.5 MILES NORTHEAST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE CROSSING OF KAWEAH AVENUE AT EXETER, AT THE CROSSING OF ROAD 220, 13.4 FEET NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 66 1/2 FEET NORTH AND ACROSS THE TRACK FROM THE CENTER LINE OF STATE HIGHWAY 198, 60 FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE 409859E BEARING A TRANSFORMER, 3.2 FEET EAST OF A 6- BY 8-INCH POST SUPPORTING A RAILROAD CROSSING SIGN, 2 FEET WEST OF A 4- BY 4-INCH POST BEARING A STOP SIGN, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. SEC 30, T18S, R27E. GT0619 19 24 35 B http://www.geocaching.com/mark/details.asp?PID=GT0619 19 24 35 B Geocache Geocache 19 24 35 B BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>19 24 35 B</h1> <b> PID </b> GT0619 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> TULARE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 14 25. (N) 119 21 00. (W) SCALED <br> <b> NAVD 88 </b> 89.30 (+/-2cm) 293.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.19 (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 4 </td><td> 600,690. </td><td> 1,968,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 88.474 (m) 290.27 (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: 11SKA888131(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: 19-24-35B <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1962 </td><td>GOOD</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 2.5 MI N FROM TULARE. 2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TULARE, THENCE 0.3 MILE EAST ALONG AVENUE 248 (CARTMILL ROAD), IN R24E T19S, IN THE NORTHWEST CORNER OF SECTION 35, 0.15 MILE WEST OF THE APPROXIMATE CENTER OF THE CONCRETE BRIDGE OVER U.S. HIGHWAY 99 FREEWAY, AT THE INTERSECTION OF ROAD 100, 25 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, 6.6 FEET NORTHWEST OF A FENCE CORNER POST, 4 FEET NORTHWEST OF POWER LINE POLE 715581E WITH THREE GUY WIRES, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERED 1962 RECOVERED IN GOOD CONDITION. FU0795 210+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0795 210+00 CAHD Geocache Geocache 210+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>210+00 CAHD</h1> <b> PID </b> FU0795 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> DELANO WEST (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 55. (N) 119 15 56. (W) SCALED <br> <b> NAVD 88 </b> 89.05 (+/-2cm) 292.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.06 (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 4 </td><td> 557,210. </td><td> 1,976,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 88.23 (m) 289.5 (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: 11SKV954695(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>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 2.6 MI S FROM EARLIMART. 2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S15, 0.1 MILE SOUTH OF THE ABANDONED CROSSING OF AVENUE 32 (5E), BETWEEN THE EAST-WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 53 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 35 1/2 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 0.8 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE WEST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GT0387 22 26 16 G http://www.geocaching.com/mark/details.asp?PID=GT0387 22 26 16 G Geocache Geocache 22 26 16 G BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>22 26 16 G</h1> <b> PID </b> GT0387 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> WOODVILLE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 53. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 104.75 (+/-2cm) 343.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.39 (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 4 </td><td> 575,620. </td><td> 1,983,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 103.933 (m) 340.99 (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: 11SLV036877(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: 22-26-16G <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>BOR</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 15 MI N FROM JOVISTA. 15.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF AVENUE 124 (16 1/2 E), 25 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- IN THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 16, T 22 S, R 26 E. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERED 1969 MARK NOT FOUND. GT1728 22 26 21 G http://www.geocaching.com/mark/details.asp?PID=GT1728 22 26 21 G Geocache Geocache 22 26 21 G BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>22 26 21 G</h1> <b> PID </b> GT1728 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> WOODVILLE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 01. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 105.25 (+/-2cm) 345.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.42 (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 4 </td><td> 574,020. </td><td> 1,983,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 104.43 (m) 342.6 (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: 11SLV036861(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: 22-26-21G <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 14 MI N FROM JOVISTA. 14.0 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, IN R26E T22S, NEAR THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 21, AT THE T JUNCTION OF A DIRT FARM ROAD LEADING WEST, 54 FEET SOUTH OF THE PROLONGATION OF THE CENTER LINE OF THE DIRT FARM ROAD, 37 FEET NORTH OF A POWER LINE POLE, 26 FEET EAST OF THE CENTER LINE OF ROAD 176, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERED 1969 MARK NOT FOUND. FU0862 22 26 33 B USBR http://www.geocaching.com/mark/details.asp?PID=FU0862 22 26 33 B USBR Geocache Geocache 22 26 33 B USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>22 26 33 B USBR</h1> <b> PID </b> FU0862 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SAUSALITO SCHOOL (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 45. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 106.13 (+/-2cm) 348.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.46 (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 4 </td><td> 571,680. </td><td> 1,983,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 105.31 (m) 345.5 (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: 11SLV035838(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: 22-26-33B <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>BOR</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>DOD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 12.5 MI N FROM JOVISTA. 12.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF AVENUE 104 (14E), 129.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTH WING OF SAUSALITO SCHOOL, 36 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 26 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A FENCE CORNER POST, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. IN R26E T22S, IN THE NORTHWEST CORNER OF SECTION 33. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975 RECOVERED IN GOOD CONDITION. FU0860 22 26 33 E USBR http://www.geocaching.com/mark/details.asp?PID=FU0860 22 26 33 E USBR Geocache Geocache 22 26 33 E USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>22 26 33 E USBR</h1> <b> PID </b> FU0860 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SAUSALITO SCHOOL (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 21. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 106.79 (+/-2cm) 350.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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 4 </td><td> 570,940. </td><td> 1,983,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 105.97 (m) 347.7 (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: 11SLV035830(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: 22-26-33E <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>BOR</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1962 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 12 MI N FROM JOVISTA. 12.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT MCS GROCERY, ABOUT 50 YARDS NORTH OF THE INTERSECTION OF A DIRT FARM ROAD, 55.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTHWEST OF A TELEPHONE POLE, 0.8 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 MARK NOT FOUND. FU0797 220+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0797 220+00 CAHD Geocache Geocache 220+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>220+00 CAHD</h1> <b> PID </b> FU0797 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> DELANO WEST (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 00. (N) 119 15 58. (W) SCALED <br> <b> NAVD 88 </b> 88.86 (+/-2cm) 291.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.06 (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 4 </td><td> 557,360. </td><td> 1,975,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 88.05 (m) 288.9 (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: 11SKV953696(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>1957 </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 1957 2.4 MI S FROM EARLIMART. 2.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S10, 0.1 MILE NORTH OF BENCH MARK W 758, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 92 1/2 FEET EAST OF AND ACROSS THE WEST LANES OF THE HIGHWAY FROM MILEPOLE 275, 53 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 0.9 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. FU1107 23 25 34 F USBR http://www.geocaching.com/mark/details.asp?PID=FU1107 23 25 34 F USBR Geocache Geocache 23 25 34 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 25 34 F USBR</h1> <b> PID </b> FU1107 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> PIXLEY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 53 29. (N) 119 15 32. (W) SCALED <br> <b> NAVD 88 </b> 88.30 (+/-2cm) 289.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.96 (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 4 </td><td> 561,960. </td><td> 1,976,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 87.49 (m) 287.0 (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: 11SKV961742(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 23-25-34F <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>BOR</td></tr><tr><td>1954 </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 1954 1.5 MI NE FROM EARLIMART. 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, THENCE 1.0 MILE EAST ALONG AVENUE 56 (8E), AT THE INTERSECTION OF ROAD 140 (18N), 49.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 26 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF POWER LINE POLE 603260E WITH A GUY WIRE, 1.2 FEET SOUTH 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 (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU0846 23 26 21 G USBR http://www.geocaching.com/mark/details.asp?PID=FU0846 23 26 21 G USBR Geocache Geocache 23 26 21 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 21 G USBR</h1> <b> PID </b> FU0846 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SAUSALITO SCHOOL (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 54 51. (N) 119 10 46. (W) SCALED <br> <b> NAVD 88 </b> 109.69 (+/-2cm) 359.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.59 (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 4 </td><td> 564,470. </td><td> 1,983,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 108.87 (m) 357.2 (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: 11SLV033766(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 23-26-21G <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1962 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 8 MI N FROM JOVISTA. 8.0 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, IN R26E T23S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 21, AT THE INTERSECTION OF A DIRT FARM ROAD, AT THE INTERSECTION OF POWER LINES, 36 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 21 FEET EAST OF THE CENTER LINE OF ROAD 176, 3 1/2 FEET SOUTH OF POWER LINE POLE 915736E, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 MARK NOT FOUND. FU0841 23 26 22 E USBR http://www.geocaching.com/mark/details.asp?PID=FU0841 23 26 22 E USBR Geocache Geocache 23 26 22 E USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 22 E USBR</h1> <b> PID </b> FU0841 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SAUSALITO SCHOOL (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 54 43. (N) 119 08 38. (W) SCALED <br> <b> NAVD 88 </b> 123.70 (+/-2cm) 405.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.46 (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 4 </td><td> 564,210. </td><td> 1,987,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 122.88 (m) 403.1 (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: 11SLV065763(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: 23-26-22E <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>BOR</td></tr><tr><td>1957 </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 1957 7.9 MI SW FROM TERRA BELLA. 3.6 MILES WEST ALONG AVENUE 96 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT TERRA BELLA, THENCE 4.3 MILES SOUTHWEST ALONG THE FRIANT-KERN CANAL, IN R26E T23S, NEAR THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 22, ABOUT 110 YARDS NORTH OF THE NORTHEAST CORNER OF A MESH WIRE FENCE AROUND THE WHEATLAND SUBSTATION OF THE SOUTHERN CALIFORNIA EDISON COMPANY, 150 FEET NORTH OF POWER LINE POLE 919912E, 109 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD ON THE TOP OF THE SOUTHEAST LEVEE OF THE CANAL, 39 1/2 FEET WEST OF THE CENTER LINE OF ROAD 192 (24 1/2N), 1.5 FEET SOUTH OF A WITNESS POST, 0.7 FOOT NORTHEAST OF THE NORTHEAST END OF A NORTHEAST-SOUTHWEST FENCE, ABOUT 4 FEET LOWER THAN THE TOP OF THE LEVEE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION.