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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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Superseded Survey Control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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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. FU0845 23 26 28 G USBR http://www.geocaching.com/mark/details.asp?PID=FU0845 23 26 28 G USBR Geocache Geocache 23 26 28 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 28 G USBR</h1> <b> PID </b> FU0845 <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 00. (N) 119 10 44. (W) SCALED <br> <b> NAVD 88 </b> 111.48 (+/-2cm) 365.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.61 (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> 562,890. </td><td> 1,983,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 110.66 (m) 363.1 (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: 11SLV033750(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: 23-26-28G <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 7 MI N FROM JOVISTA. 7.0 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 28, AT THE T JUNCTION OF AVENUE 60 LEADING WEST, 156.4 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A FARMHOUSE, 34 FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE AVENUE, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF POWER LINE POLE 915712E, 1.5 FEET NORTH OF A 6- BY 6-INCH WOODEN AVENUE MARKER POST, 0.7 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 MARK NOT FOUND. FU0825 23 26 33 G USBR http://www.geocaching.com/mark/details.asp?PID=FU0825 23 26 33 G USBR Geocache Geocache 23 26 33 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 33 G USBR</h1> <b> PID </b> FU0825 <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 53 08. (N) 119 10 44. (W) SCALED <br> <b> NAVD 88 </b> 113.79 (+/-2cm) 373.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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> 561,290. </td><td> 1,983,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 112.98 (m) 370.7 (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: 11SLV033734(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: 23-26-33G <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 6 MI N FROM JOVISTA. 6.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF AVENUE 52 (7-1/2 E), 29 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 21 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF AND ACROSS THE ROAD FROM POWER LINE POLE 133082, 2 FEET NORTHWEST OF A POWER LINE POLE, 1.1 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. IN R26E T23S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 33. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU0857 23 26 4 F USBR http://www.geocaching.com/mark/details.asp?PID=FU0857 23 26 4 F USBR Geocache Geocache 23 26 4 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 4 F USBR</h1> <b> PID </b> FU0857 <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 57 53. (N) 119 10 10. (W) SCALED <br> <b> NAVD 88 </b> 108.81 (+/-2cm) 357.0 (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> 570,070. </td><td> 1,984,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 107.98 (m) 354.3 (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: 11SLV043822(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: 23-26-4F <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>1969 </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 1969 7 MI E FROM PIXLEY. 0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PIXLEY, THENCE 6.8 MILES EAST ALONG AVENUE 96 (13E), 7.1 MILES WEST OF TERRA BELLA, AT THE NORTHEAST CORNER OF A FARM YARD, AT THE CROSSING OF A FARM DIRT ROAD, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF A FENCE CORNER, 0.8 FEET EAST OF A FENCE, 7 FEET SOUTH OF T JUNCTION POWER POLE 1687041E, 1.6 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. FU0864 23 26 5 F USBR http://www.geocaching.com/mark/details.asp?PID=FU0864 23 26 5 F USBR Geocache Geocache 23 26 5 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>23 26 5 F USBR</h1> <b> PID </b> FU0864 <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 57 53. (N) 119 11 15. (W) SCALED <br> <b> NAVD 88 </b> 104.57 (+/-2cm) 343.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.53 (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> 570,080. </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 (??/??/??) 103.75 (m) 340.4 (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: 11SLV027822(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: 23-26-5F <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>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 6 MI E FROM PIXLEY. 0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PIXLEY, THENCE 5.8 MILES EAST ALONG AVENUE 96 (13E), AT THE CROSSING OF A DIRT FARM ROAD, AT THE CROSSING OF A POWER LINE, IN LINE WITH A ROW OF POWER LINE POLES, 95.6 FEET SOUTHEAST OF AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF A FARMHOUSE, 22 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET WEST OF POWER LINE POLE 852916E, 1.1 FEET EAST 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. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. FU0798 230+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0798 230+00 CAHD Geocache Geocache 230+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>230+00 CAHD</h1> <b> PID </b> FU0798 <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 10. (N) 119 15 59. (W) SCALED <br> <b> NAVD 88 </b> 88.64 (+/-2cm) 290.8 (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> 557,670. </td><td> 1,975,940. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 87.82 (m) 288.1 (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: 11SKV953699(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 2.2 MI S FROM EARLIMART. 2.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S10, 0.1 MILE SOUTH OF CONCRETE BRIDGE 46-07 OVER A CANAL, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 6 1/2 TELEPHONE POLES NORTH OF 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 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 (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. FU0758 230.5 USGS http://www.geocaching.com/mark/details.asp?PID=FU0758 230.5 USGS Geocache Geocache 230.5 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>230.5 USGS</h1> <b> PID </b> FU0758 <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 49 25. (N) 119 22 00. (W) SCALED <br> <b> NAVD 88 </b> 69.57 (+/-2cm) 228.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.53 (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> 554,470. </td><td> 1,966,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 68.762 (m) 225.60 (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: 11SKV862669(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <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>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 3 MI S FROM ALLENSWORTH. 3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE CROSSING OF A GRADED DIRT ROAD AT ALLENSWORTH, 1 POLE NORTH OF MILEPOLE 929, AT DOUBLE 24-INCH CONCRETE PIPE CULVERT A 930, ON TOP OF THE WEST CONCRETE HEAD WALL, 8.4 FEET WEST OF THE WEST RAIL, 0.5 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. IN R 24 E T 24 S S 22. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1212 24 25 11 D USBR http://www.geocaching.com/mark/details.asp?PID=FU1212 24 25 11 D USBR Geocache Geocache 24 25 11 D USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 25 11 D USBR</h1> <b> PID </b> FU1212 <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 50 54. (N) 119 13 58. (W) SCALED <br> <b> NAVD 88 </b> 99.39 (+/-2cm) 326.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.92 (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> 557,170. </td><td> 1,978,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 98.58 (m) 323.4 (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: 11SKV983694(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: 24-25-11D <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 4.4 MI SE FROM EARLIMART. 2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT EARLIMART, THENCE 1.9 MILES EAST ALONG AVENUE 32 (5E), AT THE INTERSECTION OF ROAD 152 (19 1/2 N), 22 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1 1/2 FEET EAST OF POWER LINE POLE 715259E, 2.0 FEET SOUTHWEST OF A 5- BY 5-INCH WHITE PAINTED AVENUE MARKER 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 (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1210 24 25 12 H USBR http://www.geocaching.com/mark/details.asp?PID=FU1210 24 25 12 H USBR Geocache Geocache 24 25 12 H USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 25 12 H USBR</h1> <b> PID </b> FU1210 <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 50 55. (N) 119 13 24. (W) SCALED <br> <b> NAVD 88 </b> 102.36 (+/-2cm) 335.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.88 (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> 557,200. </td><td> 1,979,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 101.55 (m) 333.2 (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: 11SKV992694(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: 24-25-12H <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 4.9 MI SE FROM EARLIMART. 2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT EARLIMART, THENCE 2.4 MILES EAST ALONG AVENUE 32 (SE), AT THE INTERSECTION OF ROAD 156 (20N), IN LINE WITH A ROW OF TELEPHONE POLES, 29 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 26.9 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A 48-INCH IRRIGATION CONCRETE STANDPIPE PROJECTING ABOUT 7 FEET ABOVE THE GROUND, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.8 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. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1213 24 25 14 F USBR http://www.geocaching.com/mark/details.asp?PID=FU1213 24 25 14 F USBR Geocache Geocache 24 25 14 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 25 14 F USBR</h1> <b> PID </b> FU1213 <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 50 51. (N) 119 14 28. (W) SCALED <br> <b> NAVD 88 </b> 96.27 (+/-2cm) 315.8 (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> 557,080. </td><td> 1,978,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.46 (m) 313.2 (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: 11SKV976693(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: 24-25-14F <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 3.9 MI SE FROM EARLIMART. 2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT EARLIMART, THENCE 1.4 MILES EAST ALONG AVENUE 32 (5E), AT THE INTERSECTION OF A DIRT FARM ROAD, IN LINE WITH A ROW OF POWER LINE POLES, 22 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.8 FEET EAST OF THE EAST SIDE OF A 10-INCH IRRIGATION CONCRETE STANDPIPE PROJECTING ABOUT 10 FEET ABOVE THE GROUND, 2 FEET NORTHEAST OF A POWER LINE POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. NOTE-- DISK IS SLANTING. ROD WAS HELD OVER THE LETTERS EAN OF MEAN AND VEL OF LEVEL. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU0794 24 25 15 F USBR http://www.geocaching.com/mark/details.asp?PID=FU0794 24 25 15 F USBR Geocache Geocache 24 25 15 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 25 15 F USBR</h1> <b> PID </b> FU0794 <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 52. (N) 119 15 31. (W) SCALED <br> <b> NAVD 88 </b> 90.41 (+/-2cm) 296.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.03 (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> 557,120. </td><td> 1,976,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 89.60 (m) 294.0 (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: 11SKV960694(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: 24-25-15F <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 2.9 MI S FROM EARLIMART. 2.5 MILES SOUTH ALONG U.S. HIGHWAY 99 FROM THE POST OFFICE AT EARLIMART, THENCE 0.4 MILE EAST ALONG AVENUE 32 (5E), IN R25E T19S, IN THE NORTHWEST QUARTER OF SECTION 15, AT THE INTERSECTION OF A DIRT FARM ROAD, AT THE CROSSING OF A POWER LINE, 92.8 FEET SOUTHEAST OF AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE, 23 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20 FEET WEST OF THE CENTER LINE OF THE ROAD, 9.2 FEET NORTHWEST OF A 6-INCH STEEL IRRIGATION STANDPIPE, 1.0 FOOT SOUTH OF POWER LINE POLE NO. 1018558E, 0.9 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. NOTE-- DISK IS SLANTING. ROD HELD OVER ELE OF ELEVATION AND ABO OF ABOVE <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1201 24 26 14 G USBR http://www.geocaching.com/mark/details.asp?PID=FU1201 24 26 14 G USBR Geocache Geocache 24 26 14 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 14 G USBR</h1> <b> PID </b> FU1201 <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 50 29. (N) 119 08 34. (W) SCALED <br> <b> NAVD 88 </b> 127.92 (+/-2cm) 419.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.58 (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> 556,390. </td><td> 1,987,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 127.10 (m) 417.0 (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: 11SLV064684(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: 24-26-14 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>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5 MI NE FROM JOVISTA. 2.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 2.0 MILES EAST ALONG AVENUE 24 (4E), THENCE 0.5 MILE NORTH ALONG ROAD 192 (24 1/2 N), IN R26E T24S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 14, 0.4 MILE SOUTH OF BENCH MARK P 758, AT THE INTERSECTION OF A DIRT ROAD, AT THE T JUNCTION OF POWER LINES, 27 1/2 FEET EAST OF THE CENTER LINE OF ROAD 192, 25 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 1 1/2 FEET NORTHEAST OF POWER LINE POLE 895332 E, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. FU1200 24 26 14 H RESET 1953 http://www.geocaching.com/mark/details.asp?PID=FU1200 24 26 14 H RESET 1953 Geocache Geocache 24 26 14 H RESET 1953 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 14 H RESET 1953</h1> <b> PID </b> FU1200 <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 50 03. (N) 119 08 04. (W) SCALED <br> <b> NAVD 88 </b> 133.60 (+/-2cm) 438.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.56 (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> 555,580. </td><td> 1,987,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 132.779 (m) 435.63 (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: 11SLV072676(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: 24-26-14H RESET <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>1957 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 5 MI NE FROM JOVISTA. 2.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 2.5 MILES EAST ALONG AVENUE 24 (4E), AT THE T JUNCTION OF AN OILED FARM ROAD LEADING SOUTH, AT THE CROSSNG OF A POWER LINE, 23 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 14 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF POWER LINE POLE 629470E, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 MARK NOT FOUND. FU1205 24 26 17 E USBR http://www.geocaching.com/mark/details.asp?PID=FU1205 24 26 17 E USBR Geocache Geocache 24 26 17 E USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 17 E USBR</h1> <b> PID </b> FU1205 <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 50 31. (N) 119 10 44. (W) SCALED <br> <b> NAVD 88 </b> 116.65 (+/-2cm) 382.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.71 (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> 556,450. </td><td> 1,983,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 115.84 (m) 380.1 (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: 11SLV032686(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: 24-26-17E <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 3 MI N FROM JOVISTA. 3.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION OF A DIRT ROAD ROAD LEADING WEST, 105 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 52.1 FEET EAST OF THE EAST SIDE OF A 48-INCH IRRIGATION CONCRETE STANDPIPE, 28 FEET WEST OF THE CENTER LINE OF ROAD 176, 2 FEET NORTHWEST OF POWER LINE POLE 527494E SUPPORTING A TRANSFORMER, 1.5 FEET SOUTH 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. IN R26E T24S, IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 17. NOTE-- SLANTING DISK, THE ROD HELD OVER THE LETTERS RS OF THE WORD DOLLARS AND THE LETTER F OF THE WORD FINE DURING THE 1957 RELEVELING. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1196 24 26 20 E USBR http://www.geocaching.com/mark/details.asp?PID=FU1196 24 26 20 E USBR Geocache Geocache 24 26 20 E USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 20 E USBR</h1> <b> PID </b> FU1196 <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 49 37. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 117.54 (+/-2cm) 385.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.74 (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> 554,790. </td><td> 1,983,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 116.72 (m) 382.9 (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: 11SLV032669(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: 24-26-20E <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 2 MI N FROM JOVISTA. 2.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF A DIRT FARM ROAD, AT 2 POWER LINE POLES SUPPORTING A TRANSFORMER, 25 1/2 FEET WEST OF THE CENTER LINE OF ROAD 176, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 21.2 FEET NORTHEAST OF THE NORTHEAST SIDE OF A 48-INCH CONCRETE IRRIGATION STANDPIPE, 7 FEET SOUTH OF POWER LINE POLE 492560E, 2 1/2 FEET NORTHWEST OF POWER LINE POLE 492561E, 1.5 FEET SOUTH 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. IN R26E T24S, IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 20. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1194 24 26 21 USBR http://www.geocaching.com/mark/details.asp?PID=FU1194 24 26 21 USBR Geocache Geocache 24 26 21 USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 21 USBR</h1> <b> PID </b> FU1194 <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 49 34. (N) 119 10 14. (W) SCALED <br> <b> NAVD 88 </b> 121.89 (+/-2cm) 399.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.71 (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> 554,690. </td><td> 1,984,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 121.08 (m) 397.2 (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: 11SLV039668(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: 24-26-21 <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>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 2.3 MI N FROM JOVISTA. 2.3 MILES NORTH ALONG THE FRIANT-KERN CANAL FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION OF THE ROAD ON THE WEST LEVEE AND A FARM ROAD LEADING WEST, AT TWO POWER LINE POLES SUPPORTING A LARGE TRANSFORMER, 185.6 FEET WEST OF BENCH MARK Z 454 (USBR), 39 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH FARM DIRT ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD LEADING WEST, 2 FEET NORTHEAST OF POWER LINE POLE 652130E, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. IN R26E T24S, IN THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 21. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU0915 24 26 26 D USBR http://www.geocaching.com/mark/details.asp?PID=FU0915 24 26 26 D USBR Geocache Geocache 24 26 26 D USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 26 D USBR</h1> <b> PID </b> FU0915 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> RICHGROVE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 18. (N) 119 07 30. (W) SCALED <br> <b> NAVD 88 </b> 145.97 (+/-2cm) 478.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.59 (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> 552,350. </td><td> 1,988,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 145.15 (m) 476.2 (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: 11SLV079644(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: 24-26-26D <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>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 1.4 MI W FROM RICHGROVE. 0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE RICHGROVE SCHOOL AT RICHGROVE, THENCE 1.1 MILES WEST ALONG AVENUE 8 (2E), AT THE T JUNCTION OF ROAD 200 (25 1/2 N), LEADING SOUTH, AT THE T JUNCTION OF A DIRT FARM ROAD LEADING NORTH, 31 FEET WEST OF THE PROLONGATION OF THE CENTER LINE OF ROAD 200, 25 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 20 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 2 1/2 FEET NORTHEAST OF A POWER LINE POLE, 1.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH EH AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. IN R26E T24S, IN THE SOUTHEAST CORNER OF SECTION 26. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1191 24 26 28 G USBR http://www.geocaching.com/mark/details.asp?PID=FU1191 24 26 28 G USBR Geocache Geocache 24 26 28 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 28 G USBR</h1> <b> PID </b> FU1191 <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 48 44. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 120.75 (+/-2cm) 396.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.77 (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> 553,150. </td><td> 1,983,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 119.94 (m) 393.5 (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: 11SLV031653(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: 24-26-28G <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 1 MI N FROM JOVISTA. 1.0 MILE NORTH ALONG ROAD 176 (2E) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, IN R26E T24S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 28, AT THE OFFSET INTERSECTION OF AVENUE 12, 23 FEET NORTH OF THE CENTER LINE OF AVENUE 12 LEADING EAST, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 10.7 FEET SOUTH OF A 6- BY 6-INCH POST (MARKING ROAD 176 AND AVENUE 12), 5 FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF AVENUE 12 LEADING WEST, 1.5 FEET SOUTH OF POWER LINE POLE 745870E SUPPORTING TWO TRANSFORMERS, 1.3 FEET NORTH 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 (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1175 24 26 30 H USBR http://www.geocaching.com/mark/details.asp?PID=FU1175 24 26 30 H USBR Geocache Geocache 24 26 30 H USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 30 H USBR</h1> <b> PID </b> FU1175 <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 48 19. (N) 119 12 20. (W) SCALED <br> <b> NAVD 88 </b> 111.98 (+/-2cm) 367.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.90 (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> 552,390. </td><td> 1,981,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 111.17 (m) 364.7 (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: 11SLV007645(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: 24-26-30H <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 2 MI W FROM JOVISTA. 0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES WEST ALONG AVENUE 8 (2E), AT THE T JUNCTION OF ROAD 164 (21N), IN LINE WITH A ROW OF POWER LINE POLES, 58 FEET SOUTH OF THE CENTER OF THE 2 POWER LINE POLES SUPPORTING A TRANSFORMER, 24 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF POWER LINE POLE 774642E, 1.1 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. IN R26E T24S, IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 30. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1180 24 26 33 F USBR http://www.geocaching.com/mark/details.asp?PID=FU1180 24 26 33 F USBR Geocache Geocache 24 26 33 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 33 F USBR</h1> <b> PID </b> FU1180 <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 48 18. (N) 119 10 11. (W) SCALED <br> <b> NAVD 88 </b> 126.57 (+/-2cm) 415.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 552,350. </td><td> 1,984,660. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 125.75 (m) 412.6 (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: 11SLV039644(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: 24-26-33F <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 1 MI N FROM JOVISTA. 0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.5 MILE EAST ALONG AVENUE 8 (2E), IN R26E T24S, IN THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 33, AT THE INTERSECTION OF ROAD 180, 28.1 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE IRRIGATION STANDPIPE, 22 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.9 FEET NORTH OF A 6-BY 6-INCH WHITE PAINTED ROAD MARKER POST, 1.2 FEET NORTHWEST OF POWER LINE POLE 269376E WITH 2 TRANSFORMERS, 0.6 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, ABOUT 0.4 FOOT UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1182 24 26 34 F USBR http://www.geocaching.com/mark/details.asp?PID=FU1182 24 26 34 F USBR Geocache Geocache 24 26 34 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 34 F USBR</h1> <b> PID </b> FU1182 <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 48 18. (N) 119 09 07. (W) SCALED <br> <b> NAVD 88 </b> 135.02 (+/-2cm) 443.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 552,350. </td><td> 1,986,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 134.20 (m) 440.3 (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: 11SLV055644(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: 24-26-34F <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>1953 </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 1953 2 MI E FROM JOVISTA. 0.5 MILE NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES EAST ALONG AVENUE 8 (2E), AT THE INTERSECTION OF ROAD 188 (24N), 30 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 2 1/2 FEET SOUTHEAST OF POWER LINE POLE 722610E, 0.7 MILE NORTHEAST 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 T24S, IN THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 34. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU0913 24 26 36 F USBR http://www.geocaching.com/mark/details.asp?PID=FU0913 24 26 36 F USBR Geocache Geocache 24 26 36 F USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 36 F USBR</h1> <b> PID </b> FU0913 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> RICHGROVE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 17. (N) 119 06 57. (W) SCALED <br> <b> NAVD 88 </b> 148.80 (+/-2cm) 488.2 (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 4 </td><td> 552,310. </td><td> 1,989,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 147.98 (m) 485.5 (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: 11SLV088643(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: 24-26-36F <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>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 0.9 MI NW FROM RICHGROVE. 0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE RICHGROVE SCHOOL AT RICHGROVE, THENCE 0.6 MILE WEST ALONG AVENUE 8 (2E), AT THE JUNCTION OF A DIRT FARM ROAD LEADING SOUTH, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTH OF AN ELECTRIC IRRIGATION PUMP, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 2 1/2 FEET SOUTHWEST OF POWER LINE POLE 743648E WHICH IS THE EAST ONE OF TWO POLES SUPPORTING A TRANSFORMER, 1.2 FEET EAST 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 T24S, IN THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 36. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. FU1230 24 26 4 G USBR http://www.geocaching.com/mark/details.asp?PID=FU1230 24 26 4 G USBR Geocache Geocache 24 26 4 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 4 G USBR</h1> <b> PID </b> FU1230 <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 52 13. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 114.88 (+/-2cm) 376.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.66 (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> 559,600. </td><td> 1,983,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 114.06 (m) 374.2 (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: 11SLV033717(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: 24-26-4G <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 5 MI N FROM JOVISTA. 5.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF A DIRT FARM ROAD, IN LINE WITH A ROW OF POWER LINE POLES, 48 1/2 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 23 1/2 FEET EAST OF THE CENTER LINE OF ROAD 176, 1 FOOT SOUTH OF A POWER LINE POLE, 1.5 FEET NORTH 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. IN R26E T24S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 4. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1208 24 26 7 H USBR http://www.geocaching.com/mark/details.asp?PID=FU1208 24 26 7 H USBR Geocache Geocache 24 26 7 H USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 7 H USBR</h1> <b> PID </b> FU1208 <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 50 54. (N) 119 12 22. (W) SCALED <br> <b> NAVD 88 </b> 108.47 (+/-2cm) 355.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.81 (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> 557,170. </td><td> 1,981,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 107.66 (m) 353.2 (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: 11SLV007693(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: 24 26 7 H <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>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 5 MI NW FROM JOVISTA. 3.5 MILES NORTH ALONG ROAD 176 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT JOVISTA, THENCE 1.5 MILES WEST ALONG AVENUE 328 ABOUT 75 YARDS WEST OF THE JUNCTION OF ROAD 164 SOUTH, AT THE JUNCTION OF A DIRT ROAD NORTH, 19 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 18 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 28 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 1 1/2 FEET SOUTHWEST OF POWER POLE 571636E, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE GROUND. FU1207 24 26 8 C USBR http://www.geocaching.com/mark/details.asp?PID=FU1207 24 26 8 C USBR Geocache Geocache 24 26 8 C USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 8 C USBR</h1> <b> PID </b> FU1207 <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 50 54. (N) 119 11 43. (W) SCALED <br> <b> NAVD 88 </b> 111.97 (+/-2cm) 367.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 557,160. </td><td> 1,982,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 111.16 (m) 364.7 (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: 11SLV017693(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: 24-26-8C <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 4.5 MI N FROM JOVISTA. 3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 1.0 MILE WEST ALONG AVENUE 32 (5E), 6.4 MILES SOUTHEAST OF EARLIMART, AT THE INTERSECTION OF ROAD 168 (21 1/2 N), 23 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST OF THE WEST LEG OF A MAIL BOX STAND, 1.2 FEET SOUTHWEST 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. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1217 24 26 9 C USBR http://www.geocaching.com/mark/details.asp?PID=FU1217 24 26 9 C USBR Geocache Geocache 24 26 9 C USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 9 C USBR</h1> <b> PID </b> FU1217 <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 50 54. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 116.54 (+/-2cm) 382.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.70 (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 4 </td><td> 557,160. </td><td> 1,983,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 115.72 (m) 379.7 (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: 11SLV032693(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: 24-26-9C <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 3.5 MI N FROM JOVISTA. 3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE INTERSECTION OF AVENUE 32 (5E), ACROSS THE AVENUE FROM A DIRT RESERVOIR, 29 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 1/2 FEET SOUTH OF TELEPHONE POLE 7-8 11 1/2 7-2 WITH A STEEL LADDER, 0.8 FOOT SOUTH OF A WITNESS POST, 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>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1228 24 26 9 G USBR http://www.geocaching.com/mark/details.asp?PID=FU1228 24 26 9 G USBR Geocache Geocache 24 26 9 G USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 9 G USBR</h1> <b> PID </b> FU1228 <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 51 21. (N) 119 10 43. (W) SCALED <br> <b> NAVD 88 </b> 116.57 (+/-2cm) 382.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 557,990. </td><td> 1,983,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 115.75 (m) 379.8 (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: 11SLV032701(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: 24-26-9G <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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 4 MI N FROM JOVISTA. 4.0 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE T JUNCTION OF A DIRT FARM ROAD LEADING WEST, 61 FEET NORTHEAST OF AND ACROSS ROAD 176 FROM POWER LINE POLE 895431E, 72 FEET NORTH OF THE PROLONGATION OF THE CENTER LINE OF THE FARM ROAD, 19 1/2 FEET EAST OF THE CENTER LINE OF ROAD 176, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH 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. IN R26E T24S, IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 9. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. FU1218 24 26 9 H USBR http://www.geocaching.com/mark/details.asp?PID=FU1218 24 26 9 H USBR Geocache Geocache 24 26 9 H USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>24 26 9 H USBR</h1> <b> PID </b> FU1218 <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 50 55. (N) 119 10 12. (W) SCALED <br> <b> NAVD 88 </b> 119.96 (+/-2cm) 393.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (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> 557,190. </td><td> 1,984,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 119.14 (m) 390.9 (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: 11SLV040693(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: 24-26-9H <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 4 MI N FROM JOVISTA. 3.5 MILES NORTH ALONG ROAD 176 (22 1/2 N) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, THENCE 0.5 MILE EAST ALONG AVENUE 32 (5E), AT THE INTERSECTION OF A DIRT FARM ROAD, BETWEEN 2 POWER LINE POLES SUPPORTING A TRANSFORMER, 38.7 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARM TOOL SHED, 42 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 6 FEET EAST OF POWER LINE POLE 731525E, 3 FEET WEST OF POWER LINE POLE 731526E, 1.2 FEET EAST 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. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 MARK NOT FOUND. FU0799 242+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0799 242+00 CAHD Geocache Geocache 242+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>242+00 CAHD</h1> <b> PID </b> FU0799 <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 16. (N) 119 16 03. (W) SCALED <br> <b> NAVD 88 </b> 88.95 (+/-2cm) 291.8 (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> 557,860. </td><td> 1,975,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 88.14 (m) 289.2 (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: 11SKV952701(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 MI S FROM EARLIMART. 2.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S10, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 330.6 FEET NORTH OF THE NORTH END OF CONCRETE HIGHWAY BRIDGE 46-07 OVER A CANAL, 52 1/2 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, 1.0 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 0.1 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GT0766 25 M http://www.geocaching.com/mark/details.asp?PID=GT0766 25 M Geocache Geocache 25 M USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>25 M</h1> <b> PID </b> GT0766 <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> 141.03 (+/-2cm) 462.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.64 (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> 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) 140.188 (m) 459.93 (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: 11SLA149251(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: 460 25 M 1923 PT <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>1923 </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 3.2 MI SW FROM LEMONCOVE. 3.15 MILES SOUTHWEST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE JUNCTION OF ROAD 244 AND AVENUE 310 AT LEMONCOVE, AT LINDCOVE, AT THE CROSSING OF A DIRT ROAD EAST AND THE JUNCTION OF AVENUE 312 AND ROAD 228, 9.2 FEET WEST OF THE WEST RAIL, 17 1/2 FEET EAST OF THE CENTER LINE OF ROAD 228, 27 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE AVENUE, 56 FEET EAST AND ACROSS THE ROAD FROM A POWER POLE, 6.3 FEET SOUTH OF A STOP SIGN POST, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE 0.5 FOOT UNDERGROUND. SEC 21, T18S, R27E. FU0800 250+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0800 250+00 CAHD Geocache Geocache 250+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>250+00 CAHD</h1> <b> PID </b> FU0800 <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 20. (N) 119 16 03. (W) SCALED <br> <b> NAVD 88 </b> 88.75 (+/-2cm) 291.2 (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> 557,980. </td><td> 1,975,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 87.94 (m) 288.5 (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: 11SKV952703(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 1.9 MI S FROM EARLIMART. 1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S9, 0.2 MILE NORTH OF CONCRETE BRIDGE 46-07 OVER A CANAL, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 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, 1.2 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST 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. FU0802 260+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0802 260+00 CAHD Geocache Geocache 260+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>260+00 CAHD</h1> <b> PID </b> FU0802 <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 34. (N) 119 16 07. (W) SCALED <br> <b> NAVD 88 </b> 88.76 (+/-2cm) 291.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.05 (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> 558,410. </td><td> 1,975,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 87.94 (m) 288.5 (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: 11SKV951707(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 1.7 MI S FROM EARLIMART. 1.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S S9, 0.2 MILE SOUTH OF THE ABANDONED CROSSING OF AVENUE 40 (6E), BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 53 1/2 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, 1.1 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 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 (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GT0398 266.177 http://www.geocaching.com/mark/details.asp?PID=GT0398 266.177 Geocache Geocache 266.177 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>266.177</h1> <b> PID </b> GT0398 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> TIPTON (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 07 22.86694(N) 119 19 45.68723(W) ADJUSTED <br> <b> NAVD 88 </b> 80.89 (+/-2cm) 265.4 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.73 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.62 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <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 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 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> 587,675.717 1</td><td>970,350.777</td><td> MT </td><td>0.99997902</td><td> -0 ' 11 47.4"</td></tr><tr><td>SPC CA 4 </td><td>1,928,066.08 6</td><td>464,392.51 </td><td> sFT </td><td>0.99997902</td><td> -0 ' 11 47.4"</td></tr><tr><td>UTM 11 </td><td>4,000,106.063 </td><td>290,369.318</td><td> MT </td><td>1.00014150</td><td> -1 ' 22 25.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999242 x 0.99997902 = 0.99997144 <br> <b>UTM 11 </b> 0.99999242 x 1.00014150 = 1.00013392 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 07 22.86337(N) 119 19 45.68369(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 07 23.03700(N) 119 19 42.27000(W) AD( ) 2 <br> NGVD 29 (??/??/92) 80.063 (m) 262.67 (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: 11SKA9036900106(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: 266.177 B 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>1954 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1954 4.5 MI N FROM TIPTON. 4.5 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TIPTON, AT OCTOL SIDING, ABOUT 6 RAILS SOUTH OF THE CROSSING OF AVENUE 184 (24 E), 47.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 51.3 FEET SOUTHEAST OF OCTOL R.M. 3, 23 1/2 FEET SOUTHWEST OF A SIGNAL LINE POLE, 1.2 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACKS, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- LOCATED NEAR THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 12, T 21 S, R 24 E. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 MARK NOT FOUND. FU0803 270+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU0803 270+00 CAHD Geocache Geocache 270+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>270+00 CAHD</h1> <b> PID </b> FU0803 <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 45. (N) 119 16 09. (W) SCALED <br> <b> NAVD 88 </b> 88.22 (+/-2cm) 289.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.05 (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> 558,750. </td><td> 1,975,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 87.41 (m) 286.8 (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: 11SKV951710(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 1.5 MI S FROM EARLIMART. 1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T24S, NEAR THE SOUTHEAST CORNER OF SECTION 4, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 2 TELEPHONE POLES SOUTH OF AND ACROSS THE WEST LANES OF THE HIGHWAY FROM MILEPOLE 274, 150 FEET NORTH OF THE ABANDONED CROSSING OF AVENUE 40 (6E), 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, 1.0 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST 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. GT0123 2705 http://www.geocaching.com/mark/details.asp?PID=GT0123 2705 Geocache Geocache 2705 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2705</h1> <b> PID </b> GT0123 <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 06. (N) 118 47 21. (W) SCALED <br> <b> NAVD 88 </b> 825.34 (+/-2cm) 2707.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.17 (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> 624,110. </td><td> 2,018,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 824.33 (m) 2704.5 (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: 11SLA396355(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: 2705 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>1940 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1984 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 7.4 MI NE FROM FIRE GUARD STATION. 7.4 MILES NORTHEAST ALONG THE MINERAL KING ROAD FROM THE JUNCTION OF STATE HIGHWAY 198 AT FIRE GUARD STATION, TULARE COUNTY, AT OAK GROVE, 125 FEET NORTH OF THE STATION (A BROWN ONE-STORY HOUSE), ABOUT 100 FEET WEST OF THE CREST OF A HILL, AT THE CROSSING OF A ROAD LEADING UP TO TULARE INDUSTRIAL ROAD CAMP, 18 FEET NORTH OF THE CENTERLINE OF THE MINERAL KING ROAD, NEAR A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2705 1905 AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 6 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1984) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 MARK NOT FOUND. FU1060 272.394 B USGS http://www.geocaching.com/mark/details.asp?PID=FU1060 272.394 B USGS Geocache Geocache 272.394 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>272.394 B USGS</h1> <b> PID </b> FU1060 <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 59 46. (N) 119 17 59. (W) SCALED <br> <b> NAVD 88 </b> 83.27 (+/-2cm) 273.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (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> 573,590. </td><td> 1,972,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 82.449 (m) 270.50 (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: 11SKV927859(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: 272.394 B 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>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1953 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 2 MI N FROM PIXLEY. 2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SOUTHERN PACIFIC STATION AT PIXLEY, AN ALUMINUM CAP RIVETED ON THE TOP OF A 3/1/2 INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND, 149 FEET SOUTH OF CULVERT NO. 264.22, 92 FEET WEST OF THE NEAREST RAIL OF THE TRACK, 2 FEET EAST OF A WIRE FENCE PARALLELING THE WEST SIDE OF THE TRACK, A 4 BY 4 INCH GUARD POST HAS BEEN SET 1 FOOT SOUTH OF THE STATION. <p> <h2>STATION RECOVERY (1953) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953 MARK NOT FOUND. GT0421 277.011 http://www.geocaching.com/mark/details.asp?PID=GT0421 277.011 Geocache Geocache 277.011 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>277.011</h1> <b> PID </b> GT0421 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> TIPTON (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 16. (N) 119 18 33. (W) SCALED <br> <b> NAVD 88 </b> 83.28 (+/-2cm) 273.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.85 (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> 578,210. </td><td> 1,972,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 82.453 (m) 270.51 (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: 11SKV919906(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: 277.011 B 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>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 1.4 MI S FROM TIPTON. 1.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TIPTON, IN R25E T22E S6, 4 3/4 TELEPHONE POLES NORTH OF MILEPOLE 262, 56 FEET SOUTHEAST OF A TELEGRAPH POLE, 47.1 FEET EAST OF THE EAST RAIL, 33 1/2 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, ABOUT LEVEL WITH THE WEST LANES OF THE HIGHWAY, AND WELDED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- SLANTING DISK ROD HELD OVER THE LETTER B OF THE LETTERS B.M. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 RECOVERED IN GOOD CONDITION. GT0609 285 http://www.geocaching.com/mark/details.asp?PID=GT0609 285 Geocache Geocache 285 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>285</h1> <b> PID </b> GT0609 <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 12 27. (N) 119 20 56. (W) SCALED <br> <b> NAVD 88 </b> 86.66 (+/-2cm) 284.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.34 (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> 597,060. </td><td> 1,968,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 85.832 (m) 281.60 (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: 11SKA888095(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: 285 B <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>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT TULARE. AT TULARE, AT THE SOUTHERN PACIFC CO. RAILROAD STATION, JUST WEST OF THE STATION, 54.8 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK, 120 FEET EAST OF THE EAST CURB OF NORTH I STREET, 25 FEET NORTH OF THE HEDGE ROW. A BRONZE BENCH MARK CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND SET FLUSH WITH THE GROUND. WITNESS POST SET 1.2 FEET NORTH OF STATION. NOTE-- 285 (USGS) RESET 1962 IS BELIEVED TO BE NEAR THE ABOVE DESCRIBED AREA. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 MARK NOT FOUND. GT0610 285 RESET http://www.geocaching.com/mark/details.asp?PID=GT0610 285 RESET Geocache Geocache 285 RESET USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>285 RESET</h1> <b> PID </b> GT0610 <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 12 27. (N) 119 20 56. (W) SCALED <br> <b> NAVD 88 </b> 86.66 (+/-2cm) 284.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.34 (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> 597,060. </td><td> 1,968,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 85.83 (m) 281.6 (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: 11SKA888095(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>1962 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 AT TULARE. AT TULARE, AT THE SOUTHERN PACIFIC CO. RAILROAD STATION, JUST WEST OF THE STATION, 54.8 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY TRACK, 120 FEET EAST OF THE EAST CURB OF NORTH I STREET, 25 FEET NORTH OF THE HEDGE ROW. A BRONZE BENCH MARK CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND SET FLUSH WITH THE GROUND. WITNESS POST SET 1.2 FEET NORTH OF STATION. NOTE-- 285 (USGS) RESET 1962 IS BELIEVED TO BE NEAR THE ABOVE DESCRIBED AREA. THE SITE IS NOW A LARGE DIRT SURFACED PARKING LOT. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 MARK NOT FOUND. GT0881 286.597 http://www.geocaching.com/mark/details.asp?PID=GT0881 286.597 Geocache Geocache 286.597 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>286.597</h1> <b> PID </b> GT0881 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> GOSHEN (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 50. (N) 119 24 24. (W) SCALED <br> <b> NAVD 88 </b> 87.96 (+/-2cm) 288.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.97 (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> 610,730. </td><td> 1,963,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 87.135 (m) 285.88 (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: 11SKA839233(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: 286.597 B 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>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 1.8 MI SE FROM GOSHEN. 1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE GOSHEN JUNCTION STATION AT GOSHEN, IN R 24E T18S, IN THE SOUTHEAST QUARTER OF SECTION 30, 101.8 FEET NORTH OF THE NORTH CORNER OF THE NORTHWEST CONCRETE PIER FOR CONCRETE HIGHWAY BRIDGE 240.88, 46.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET SOUTHEAST OF TELEPHONE POLE 11 K WITH A GUY WIRE, 6.0 FEET NORTHWEST OF A HIGHWAY SURVEY STATION METAL MARKER POST, 1.0 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. NOTE-- SLANTING CAP, THE ROD WAS HELD OVER THE LETTERS U.S. DURING THE 1957 RELEVELING 287 B=286.597. RECOVERED AS DESCRIBED IN JANUARY 1958. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 RECOVERED IN GOOD CONDITION. FU0790 302.847 USGS http://www.geocaching.com/mark/details.asp?PID=FU0790 302.847 USGS Geocache Geocache 302.847 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>302.847 USGS</h1> <b> PID </b> FU0790 <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 49 25. (N) 119 15 38. (W) SCALED <br> <b> NAVD 88 </b> 90.24 (+/-2cm) 296.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.09 (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> 554,440. </td><td> 1,976,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 89.43 (m) 293.4 (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: 11SKV957667(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: 302.847 B 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>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 3.9 MI N FROM DELANO. 3.9 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT DELANO, 0.2 MILE (5 1/2 POLES) NORTH OF MILEPOLE 277, ABOUT 350 FEET NORTHWEST OF AND ACROSS U.S. HIGHWAY 99 FROM A BELL TELEPHONE COMPANY BRICK BUILDING, 142.6 FEET NORTHWEST OF THE NORTH END OF THE WEST HEAD WALL OF A 16-INCH CAST IRON PIPE CULVERT 276.87, 97 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 65 FEET NORTHWEST OF A SIGNAL LINE POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. SEC 22, T24S, R25E. NOTE-- THE CAP WAS SLANTING AND THE ROD WAS HELD OVER THE LETTERS BM DURING THE 1957 RELEVELING. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. GT1225 329 http://www.geocaching.com/mark/details.asp?PID=GT1225 329 Geocache Geocache 329 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>329</h1> <b> PID </b> GT1225 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> ORANGE COVE SOUTH (1966) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 30 58. (N) 119 21 53. (W) SCALED <br> <b> NAVD 88 </b> 101.29 (+/-2cm) 332.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.01 (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> 631,310. </td><td> 1,967,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.480 (m) 329.66 (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: 11SKA882437(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: 329 B 1919 <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>1919 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 2.2 MI SE FROM DINUBA. 2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT DINUBA, TULARE COUNTY, 15-1/4 RAILS NORTHWEST OF THE SMYRNA STATION-SIGN, AT THE NORTHWEST END OF A SIDING, 3-1/2 RAILS NORTHWEST OF A SWITCH STAND, 49 FEET NORTH OF THE CENTER OF CROSSING B.C. 237+4, AND 50 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 329 B 1919 AND SET IN THE TOP OF A CONCRETE POST. GT0828 331 http://www.geocaching.com/mark/details.asp?PID=GT0828 331 Geocache Geocache 331 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>331</h1> <b> PID </b> GT0828 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> VISALIA (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 50. (N) 119 17 28. (W) SCALED <br> <b> NAVD 88 </b> 101.51 (+/-2cm) 333.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.60 (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> 610,690. </td><td> 1,973,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.685 (m) 330.33 (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: 11SKA943230(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: 331 1923 2M <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>1923 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19980105</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT VISALIA. AT VISALIA, IN R25E T18S S29, AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST CENTER AND NORTH CHURCH STREETS, AT THE SOUTHEAST CORNER OF A LAWN AROUND A TULARE COUNTY OFFICE BUILDING (FORMERLY TULARE COUNTY COURTHOUSE), 38 1/2 FEET NORTH OF THE CENTER LINE OF EAST CENTER STREET, 32 1/2 FEET WEST OF THE CENTER LINE OF NORTH CHURCH STREET, 1.9 FEET NORTHWEST OF A GRANITE CORNER POST FOR A 2-FOOT HIGH GRANITE WALL AROUND THE LAWN, 0.7 FOOT WEST OF THE EAST WALL, ABOUT LEVEL WITH THE STREETS, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1998) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1998 RECOVERED IN GOOD CONDITION. GT0826 334 http://www.geocaching.com/mark/details.asp?PID=GT0826 334 Geocache Geocache 334 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>334</h1> <b> PID </b> GT0826 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> VISALIA (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 53. (N) 119 17 29. (W) SCALED <br> <b> NAVD 88 </b> 102.55 (+/-2cm) 336.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.59 (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> 610,790. </td><td> 1,973,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 101.72 (m) 333.7 (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: 11SKA943231(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: GRANITE POST <br>STAMPING: 334 <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>GOOD </td><td>NGS</td></tr><tr><td>1954 </td><td>POOR </td><td>USGS</td></tr><tr><td>19980105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT VISALIA. AT VISIALIA, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST GRANITE POST OF THE EAST STEPS LEADING TO THE EAST AND MAIN ENTRANCE TO THE TULARE COUNTY COURTHOUSE AT VISALIA, 70 FEET EAST OF THE EAST ENTRANCE DOOR, 1 FOOT NORTH OF THE FIRST STEP OF A FLIGHT OF STEPS LEADING TO THE MAIN ENTRANCE, 1 FOOT ABOVE THE GROUND. NOTE-- 1954 REPORT-- ABOUT HALF OF THE DISK HAS BEEN REMOVED. THE COUNTY COURTHOUSE HAS BEEN CONDEMNED AND WILL BE TORN DOWN SOON. NOT LEVELED TO. <p> <h2>STATION RECOVERY (1954) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (1998) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1998 MARK NOT FOUND. GT1135 353 RESET http://www.geocaching.com/mark/details.asp?PID=GT1135 353 RESET Geocache Geocache 353 RESET USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>353 RESET</h1> <b> PID </b> GT1135 <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 29 10. (N) 119 13 23. (W) SCALED <br> <b> NAVD 88 </b> 108.19 (+/-2cm) 355.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.64 (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> 627,940. </td><td> 1,980,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 107.368 (m) 352.26 (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: 11SLA008401(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: PT 23 M 1921 RESET 1969 <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>1969 </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 5.3 MI SE FROM EAST OROSI. 5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT EAST OROSI, THENCE 0.3 MILE EAST ALONG AVENUE 384, AT SEVILLE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF ROAD 156, 50 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET SOUTH OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND STONE CORRAL SCHOOL, 1.4 FEET EAST OF THE EAST FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. SECTION 2, T17S, R25E GT1842 3758 VA http://www.geocaching.com/mark/details.asp?PID=GT1842 3758 VA Geocache Geocache 3758 VA CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>3758 VA</h1> <b> PID </b> GT1842 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> GLOBE (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 03 28.08366(N) 118 47 07.61860(W) ADJUSTED <br> <b> NAVD 88 </b> 1152. (meters) 3780. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 14.20 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -30.28 (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> 580,409.997 2</td><td>019,330.310</td><td> MT </td><td>0.99998958</td><td> +0 ' 07 40.8"</td></tr><tr><td>SPC CA 4 </td><td>1,904,228.47 6</td><td>625,086.19 </td><td> sFT </td><td>0.99998958</td><td> +0 ' 07 40.8"</td></tr><tr><td>UTM 11 </td><td>3,991,834.516 </td><td>339,191.116</td><td> MT </td><td>0.99991864</td><td> -1 ' 03 04.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99982399 x 0.99998958 = 0.99981357 <br> <b>UTM 11 </b> 0.99982399 x 0.99991864 = 0.99974265 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 03 28.07936(N) 118 47 07.61593(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 03 28.26600(N) 118 47 04.29300(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: 11SLV3919191835(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1952 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT) THE STATION IS LOCATED ABOUT 14 MILES EAST OF PORTERVILLE AND 4-1/2 MILES SOUTH OF SPRINGVILLE, ON THE HIGHEST PART OF A ROCKY, TREE-COVERED MOUNTAIN THAT IS KNOWN LOCALLY AS COW MOUNTAIN. IT IS ON THE NORTH-NORTHWEST BOUNDARY OF THE TULE RIVER INDIAN RESERVATION. <p>IT IS A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE HIGHEST PART OF A LARGE BOULDER THAT PROJECTS ABOUT 30 FEET. THE MARK IS NOT STAMPED AND IS 1.000 METER NORTH-NORTHWEST OF TRIANGULATION STATION COW. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION. THE DISTANCE AND DIRECTION WERE CHECKED TO TRIANGULATION STATION COW 1952. GT0796 388.6 http://www.geocaching.com/mark/details.asp?PID=GT0796 388.6 Geocache Geocache 388.6 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>388.6</h1> <b> PID </b> GT0796 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> EXETER (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 32. (N) 119 09 17. (W) SCALED <br> <b> NAVD 88 </b> 119.15 (+/-2cm) 390.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.05 (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> 611,960. </td><td> 1,986,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 118.328 (m) 388.21 (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: 11SLA066240(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>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 3.3 MI NW FROM EXETER. 3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT EXETER, TULARE COUNTY, 3 RAILS NORTH OF MILEPOST 254, AT A HIGHWAY CROSSING, 50 FEET WEST OF THE CENTERLINE OF THE TRACK, 25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF A POWER POLE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. GT0378 4 http://www.geocaching.com/mark/details.asp?PID=GT0378 4 Geocache Geocache 4 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>4</h1> <b> PID </b> GT0378 <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 01 22. (N) 119 02 21. (W) SCALED <br> <b> NAVD 88 </b> 141.60 (+/-2cm) 464.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.84 (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> 576,500. </td><td> 1,996,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 140.773 (m) 461.85 (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: 11SLV162883(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>BOR</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 5.7 MI SW FROM PORTERVILLE. ABOUT 0.9 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PORTERVILLE, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 190, THENCE 2.0 MILES SOUTH ALONG ROAD 232, THENCE 0.8 MILE EAST ALONG AVENUE 128, 101 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 65 AND AVENUE 128, 99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1 FOOT WEST OF A WITNESS POST, 0.8 FOOT SOUTHWEST OF A FENCE, A DISK IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. THIS MARK MAY ALSO BE REACHED FROM THE SOUTHERN PACIFIC STATION AT PORTERVILLE BY GOING 3.0 MILES SOUTH ALONG THE RAILROAD, THENCE 0.8 MILE WEST ALONG AVENUE 128. FU1102 410+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU1102 410+00 CAHD Geocache Geocache 410+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>410+00 CAHD</h1> <b> PID </b> FU1102 <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 54 02. (N) 119 16 39. (W) SCALED <br> <b> NAVD 88 </b> 82.45 (+/-2cm) 270.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.03 (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> 562,980. </td><td> 1,974,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 81.63 (m) 267.8 (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: 11SKV944753(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>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 1.1 MI N FROM EARLIMART. 1.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T23S S28, 0.3 MILE NORTH OF BENCH MARK EARLIMART R.M. 2, BETWEEN THE EAST AND WEST LANES OF U.S. HIGHWAY 99, 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, 1.1 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. FU1101 420+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU1101 420+00 CAHD Geocache Geocache 420+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>420+00 CAHD</h1> <b> PID </b> FU1101 <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 54 07. (N) 119 16 42. (W) SCALED <br> <b> NAVD 88 </b> 82.15 (+/-2cm) 269.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.03 (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> 563,130. </td><td> 1,974,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 81.34 (m) 266.9 (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: 11SKV943754(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: 420+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>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 1.2 MI N FROM EARLIMART. 1.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T23S S28, 8 TELEPHONE POLES SOUTH OF MILEPOLE 271, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 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, 1.1 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 2 FEET LOWER THAN THE EAST 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. FU0727 43 TULARE K CO http://www.geocaching.com/mark/details.asp?PID=FU0727 43 TULARE K CO Geocache Geocache 43 TULARE K CO CA-029 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>43 TULARE K CO</h1> <b> PID </b> FU0727 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> ALLENSWORTH (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 47 23. (N) 119 29 24. (W) SCALED <br> <b> NAVD 88 </b> 63.34 (+/-2cm) 207.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.07 (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> 550,760. </td><td> 1,955,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 62.54 (m) 205.2 (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: 11SKV749634(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: TULARE KERN 43 T25S R23E LS 1091 1931 <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>1931 </td><td>MONUMENTED </td><td>CA-029</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 7.4 MI S FROM ALPAUGH. 2.0 MILE SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE AT ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E), THENCE 4.8 MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 0.4 MILE WEST ALONG COUNTY LINE AVENUE (AVENUE 1E), 53 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 12 FEET EAST OF A DOUBLE FENCE POST, 2 FEET SOUTH OF THE REMAINS OF A FENCE, 1.3 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE AVENUE, AND LEADED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- NO GOOD. THE MARK IS IN THE CENTER OF THE ROAD, LEANING AND LOOSE. NOT CONSIDERED STABLE. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 MARK RECOVERED IN POOR CONDITION. FU1100 430+39.26 CAHD http://www.geocaching.com/mark/details.asp?PID=FU1100 430+39.26 CAHD Geocache Geocache 430+39.26 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>430+39.26 CAHD</h1> <b> PID </b> FU1100 <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 54 16. (N) 119 16 43. (W) SCALED <br> <b> NAVD 88 </b> 81.58 (+/-2cm) 267.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.02 (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> 563,410. </td><td> 1,974,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 80.77 (m) 265.0 (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: 11SKV943757(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: 430+39.26 B C <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 1.4 MI N FROM EARLIMART. 1.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT EARLIMART, IN R25E T23S S21, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 1 1/2 TELEPHONE POLES SOUTH OF AND ACROSS THE WEST LANES OF THE HIGHWAY FROM MILEPOLE 271, 227.1 FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT A-432+70 UNDER THE EAST LANES OF THE HIGHWAY, 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, 1.4 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE EAST 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. GT0569 438 B http://www.geocaching.com/mark/details.asp?PID=GT0569 438 B Geocache Geocache 438 B BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>438 B</h1> <b> PID </b> GT0569 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> LINDSAY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 09 35. (N) 119 03 36. (W) SCALED <br> <b> NAVD 88 </b> 126.20 (+/-2cm) 414.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.44 (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> 591,700. </td><td> 1,994,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 125.378 (m) 411.34 (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: 11SLA147036(NAD 83) <br>MARKER: S = SPIKE <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 1.5 MI N FROM STRATHMORE. 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT STRATHMORE, THENCE 0.5 MILE EAST ALONG AVENUE 204 (SIXTH AVENUE), IN R27E T20S, IN THE SOUTHWEST QUARTER OF SECTION 28, 0.1 MILE WEST OF THE FRIANT-KERN CANAL, 19 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.5 FEET WEST OF POWER LINE POLE 391633 E, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE AVENUE, AND SET IN THE TOP OF A 2-INCH CONCRETE FILLED IRON PIPE ENCASED IN CONCRETE 1 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 RECOVERED AS DESCRIBED. GT0051 4596 http://www.geocaching.com/mark/details.asp?PID=GT0051 4596 Geocache Geocache 4596 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>4596</h1> <b> PID </b> GT0051 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SILVER CITY (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 26 13. (N) 118 43 58. (W) SCALED <br> <b> NAVD 88 </b> 1401.62 (+/-2cm) 4598.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.54 (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 4 </td><td> 622,490. </td><td> 2,023,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 1400.51 (m) 4594.8 (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: 11SLA446338(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER <br>SP_SET: UNSPECIFIED ROCK <br>STAMPING: 4596 1905 <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>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 2.4 MI NE FROM LOOKOUT POINT RANGER STATION. 2.4 MILES NORTHEAST ALONG THE MINERAL KING ROAD FROM LOOKOUT POINT RANGER STATION, TULARE COUNTY, IN SEQUOIA NATIONAL PARK, AT TRAUGER WATERING STATION, 120 FEET WEST OF THE WATER TROUGH, 13 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE SIDE OF A ROCK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4596 1905 AND SET VERTICALLY. FU1085 580+00 CAHD http://www.geocaching.com/mark/details.asp?PID=FU1085 580+00 CAHD Geocache Geocache 580+00 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>580+00 CAHD</h1> <b> PID </b> FU1085 <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 56 50. (N) 119 17 19. (W) SCALED <br> <b> NAVD 88 </b> 81.49 (+/-2cm) 267.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 568,160. </td><td> 1,973,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 80.67 (m) 264.7 (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: 11SKV935805(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: 580+00 POT <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 1.5 MI S FROM PIXLEY. 1.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PIXLEY, IN R25E T23S S8, 0.3 MILE NORTH OF BENCH MARK M 829, BETWEEN THE EAST AND WEST TRAFFIC LANES OF U.S. HIGHWAY 99, 53 1/2 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 46.6 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF 24-INCH CORRUGATED METAL PIPE CULVERT A-579+50 UNDER THE EAST LANES OF THE HIGHWAY, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 1.4 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 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 (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GT0043 6456 http://www.geocaching.com/mark/details.asp?PID=GT0043 6456 Geocache Geocache 6456 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>6456</h1> <b> PID </b> GT0043 <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 20 27. (N) 118 24 49. (W) SCALED <br> <b> NAVD 88 </b> 1969.44 (+/-2cm) 6461.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.00 (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> 611,950. </td><td> 2,052,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 1968.09 (m) 6457.0 (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: 11SLA731226(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 6456 /DATUM/ G 1905 3-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 18.7 MI SE FROM MINERAL KING. ABOUT 18.7 MILES SOUTH AND EAST OF MINERAL KING VIA FAREWELL GAP, HEINMAN CUTOFF AND COYOTE PASS AT THE JUNCTION OF THE TRAIL FROM COYOTE PASS WITH THE TRAIL ALONG THE KERN RIVER. MARK IS ABOUT 0.1 MILE SOUTH OF THE KERN RIVER RANGER STATION, 60 FEET SOUTH OF COYOTE CREEK ON THE WEST FACE OF LARGE GRANITE BOULDER. GT0037 6662 http://www.geocaching.com/mark/details.asp?PID=GT0037 6662 Geocache Geocache 6662 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>6662</h1> <b> PID </b> GT0037 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> CHAGOOPA FALLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 26 25. (N) 118 24 48. (W) SCALED <br> <b> NAVD 88 </b> 2032.27 (+/-2cm) 6667.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.36 (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> 622,990. </td><td> 2,052,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 2030.86 (m) 6662.9 (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: 11SLA733337(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 6662 4S 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 26.6 MI E FROM MINERAL KING. ABOUT 26.6 MILES EAST OF MINERAL KING VIA FAREWEL GAP, HEINMAN CUTOFF, COYOTE PASS AND TRAIL ALONG KERN RIVER. ABOUT 7.9 MILES NORTH OF THE KERN RIVER RANGER STATION ON THE TRAIL UP THE KERN RIVER. IT IS ABOUT 100 YARDS SOUTHEAST OF THE BRIDGE ACROSS BIG ARROYO AND ABOUT 2 FEET EAST OF TRAIL. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6662 4 S 1905. GT0754 77.06 http://www.geocaching.com/mark/details.asp?PID=GT0754 77.06 Geocache Geocache 77.06 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>77.06</h1> <b> PID </b> GT0754 <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 18 10. (N) 119 06 33. (W) SCALED <br> <b> NAVD 88 </b> 129.81 (+/-2cm) 425.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.02 (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> 607,580. </td><td> 1,990,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 128.975 (m) 423.15 (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: 11SLA106195(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIPHON <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>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 1.5 MI E FROM EXETER. 1.5 MILES EAST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE CROSSING OF KAWEAH AVENUE AT EXETER, AT THE CROSSING OF FRIANT-KERN CANAL, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF SIPHON 77.06, 51 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 10 FEET HIGHER THAN THE TRACK. NOTE-- A FENCE OBSTRUCTS THE MARK, THE ROD WAS HELD OVER THE LETTERS EC OF THE WORK RECLAMATION DURING THE 1972 RELEVELING. SEC 1, T19S, R26E. GT0064 7832 http://www.geocaching.com/mark/details.asp?PID=GT0064 7832 Geocache Geocache 7832 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>7832</h1> <b> PID </b> GT0064 <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 26 55. (N) 118 35 42. (W) SCALED <br> <b> NAVD 88 </b> 2388.38 (+/-2cm) 7835.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.95 (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> 623,830. </td><td> 2,036,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 2386.93 (m) 7831.1 (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: 11SLA570348(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: ELEV 7832 FT 7832 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>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 AT MINERAL KING. AT MINERAL KING, TULARE COUNTY, ABOUT 180 FEET SOUTH OF THE SOUTH SIDE OF THE POST OFFICE AND GENERAL STORE, ABOUT 150 FEET WEST OF EAST FORK KAWEAH RIVER, IN THE TOP OF A 10- BY 15-FOOT GRANITE BOULDER, AND ABOUT 2-1/2 FEET ABOVE THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED ELEV 7832 FT 7832 G. GT0072 7924 http://www.geocaching.com/mark/details.asp?PID=GT0072 7924 Geocache Geocache 7924 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>7924</h1> <b> PID </b> GT0072 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> QUINN PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 53. (N) 118 33 10. (W) SCALED <br> <b> NAVD 88 </b> 2416.44 (+/-2cm) 7927.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.34 (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> 612,690. </td><td> 2,040,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 2415.06 (m) 7923.4 (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: 11SLA606236(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: 7924 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>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 8.4 MI S FROM MINERAL KING. 8.4 MILES SOUTH OF MINERAL KING, TULARE COUNTY, ON THE TRAIL TO FAREWELL GAP AND DOWN LITTLE KERN RIVER AT THE JUNCTION OF THE TRAIL TO QUINN HORSE CAMP RANGER STATION, 5 PACES SOUTH OF THE JUNCTION AT SIGN (QUINN RANGER STATION, HOCKETT MEADOW, PECK CANYON, MIDDLE TULE, THREE RIVERS.) A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED 7924 G SET IN A BOULDER. GT1857 8211 G http://www.geocaching.com/mark/details.asp?PID=GT1857 8211 G Geocache Geocache 8211 G CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>8211 G</h1> <b> PID </b> GT1857 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> GENERAL GRANT GROVE (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 40 18.90535(N) 118 52 56.85647(W) ADJUSTED <br> <b> NAVD 88 </b> 2503. (meters) 8212. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 19.19 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.42 (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> 648,537.813 2</td><td>010,506.578</td><td> MT </td><td>0.99994108</td><td> +0 ' 04 12.4"</td></tr><tr><td>SPC CA 4 </td><td>2,127,744.47 6</td><td>596,137.00 </td><td> sFT </td><td>0.99994108</td><td> +0 ' 04 12.4"</td></tr><tr><td>UTM 11 </td><td>4,060,128.947 </td><td>331,780.472</td><td> MT </td><td>0.99994864</td><td> -1 ' 07 28.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99961161 x 0.99994108 = 0.99955271 <br> <b>UTM 11 </b> 0.99961161 x 0.99994864 = 0.99956027 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 40 18.89984(N) 118 52 56.85449(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 40 19.09920(N) 118 52 53.47000(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: 11SLA3178060129(NAD 83) <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>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1950 SEE STATION BIG BALDY GT0570 88.68 http://www.geocaching.com/mark/details.asp?PID=GT0570 88.68 Geocache Geocache 88.68 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>88.68</h1> <b> PID </b> GT0570 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> LINDSAY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 09 36. (N) 119 03 30. (W) SCALED <br> <b> NAVD 88 </b> 128.80 (+/-2cm) 422.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.43 (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> 591,730. </td><td> 1,994,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 127.982 (m) 419.89 (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: 11SLA148036(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>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION</td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 1.6 MI N FROM STRATHMORE. 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT STRATHMORE, THENCE 0.6 MILE EAST ALONG AVENUE 204 (SIXTH AVENUE), IN R27E T20S, IN THE NORTHWEST QUARTER OF SECTION 28, AT CONCRETE BRIDGE 88.68 OVER FRIANT-KERN CANAL, IN THE TOP OF THE WEST END OF THE NORTH GUARDRAIL, 16 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 RECOVERED AS DESCRIBED. GT0551 90.82 http://www.geocaching.com/mark/details.asp?PID=GT0551 90.82 Geocache Geocache 90.82 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>90.82</h1> <b> PID </b> GT0551 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> LINDSAY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 07. (N) 119 03 18. (W) SCALED <br> <b> NAVD 88 </b> 127.57 (+/-2cm) 418.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.52 (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 4 </td><td> 588,990. </td><td> 1,995,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 126.745 (m) 415.83 (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: 11SLA150009(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIPHON <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>1959 </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 1959 0.9 MI SE FROM STRATHMORE. 0.9 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT STRATHMORE, IN R27E T21S S4, AT THE CROSSING OF THE FRIANT-KERN CANAL, IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF THE SIPHON, 99 FEET NORTHEAST AND ACROSS STATE HIGHWAY 65 FROM THE NORTHEAST RAIL, 30 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 65, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERED 1972 RECOVERED IN GOOD CONDITION. GT0548 91.12 http://www.geocaching.com/mark/details.asp?PID=GT0548 91.12 Geocache Geocache 91.12 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>91.12</h1> <b> PID </b> GT0548 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> LINDSAY (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 07 53. (N) 119 03 20. (W) SCALED <br> <b> NAVD 88 </b> 128.27 (+/-2cm) 420.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.54 (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> 588,560. </td><td> 1,995,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 127.44 (m) 418.1 (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: 11SLA150004(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE GUARDRAIL <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 1.1 MI S FROM STRATHMORE. 1.1 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF OLIVE DRIVE (AVE. 188) BRIDGE 91.11 OVER THE CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1.0 FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN THE DRIVE. SECTION 4, T21S, R27E. GT0332 91.62 http://www.geocaching.com/mark/details.asp?PID=GT0332 91.62 Geocache Geocache 91.62 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>91.62</h1> <b> PID </b> GT0332 <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 07 24. (N) 119 03 24. (W) SCALED <br> <b> NAVD 88 </b> 128.20 (+/-2cm) 420.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.57 (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> 587,660. </td><td> 1,994,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 127.37 (m) 417.9 (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: 11SLV149995(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 1.6 MI S FROM STRATHMORE. 1.6 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF NORTH GUARDRAIL OF WELCOME AVENUE (AVE 184) BRIDGE 91.62 OVER THE CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1.0 FEET EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SECTION 4, T21S, R27E. GT0333 91.87 http://www.geocaching.com/mark/details.asp?PID=GT0333 91.87 Geocache Geocache 91.87 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>91.87</h1> <b> PID </b> GT0333 <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 07 12. (N) 119 03 27. (W) SCALED <br> <b> NAVD 88 </b> 128.16 (+/-2cm) 420.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.59 (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> 587,290. </td><td> 1,994,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 127.34 (m) 417.8 (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: 11SLV148992(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE GUARDRAIL <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 1.8 MI S FROM STRATHMORE. 1.85 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF DAVIS AVENUE (AVE.182) 91.87 OVER THE CANAL, 13 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 0.9 FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SECTION 9, T21S, R27E. GT0334 92.13 http://www.geocaching.com/mark/details.asp?PID=GT0334 92.13 Geocache Geocache 92.13 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>92.13</h1> <b> PID </b> GT0334 <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 06 59. (N) 119 03 30. (W) SCALED <br> <b> NAVD 88 </b> 127.28 (+/-2cm) 417.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.61 (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> 586,890. </td><td> 1,994,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 126.45 (m) 414.9 (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: 11SLV147988(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <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 2.2 MI S FROM STRATHMORE. 2.15 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, 14 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE WALL OF TURN-OUT STRUCTURE 92.13, 1.8 FEET WEST OF THE EAST END OF THE WALL, 1.2 FEET NORTHEAST OF THE SOUTH END OF A STEEL PIPE GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD. SECTION 9, T21S, R27E. GT0335 92.37 http://www.geocaching.com/mark/details.asp?PID=GT0335 92.37 Geocache Geocache 92.37 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>92.37</h1> <b> PID </b> GT0335 <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 06 46. (N) 119 03 29. (W) SCALED <br> <b> NAVD 88 </b> 128.02 (+/-2cm) 420.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.62 (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> 586,490. </td><td> 1,994,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 127.20 (m) 417.3 (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: 11SLV147984(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE GUARDRAIL <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 2.4 MI S FROM STRATHMORE. 2.35 MILES SOUTH ALONG THE FRAINT-KERN CANAL FROM THE CROSSING OF AVENUE 196 AT STRATHMORE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF MOUNTAIN VIEW AVENUE (AVE. 178) BRIDGE 92.37 OVER THE CANAL, 13 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT EAST OF THE WEST END OF THE GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SECTION 9, T21S, R27E. GT0344 98.37 http://www.geocaching.com/mark/details.asp?PID=GT0344 98.37 Geocache Geocache 98.37 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>98.37</h1> <b> PID </b> GT0344 <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 02 14. (N) 119 05 52. (W) SCALED <br> <b> NAVD 88 </b> 127.68 (+/-2cm) 418.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.05 (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> 578,110. </td><td> 1,991,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 126.852 (m) 416.18 (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: 11SLV110901(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 8.4 MI S FROM STRATHMORE. 8.35 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 AVENUE 136 BRIDGE OVER THE CANAL, 15 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE AVENUE. SECTION 6, T22S, R27E GT0345 99.37 http://www.geocaching.com/mark/details.asp?PID=GT0345 99.37 Geocache Geocache 99.37 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>99.37</h1> <b> PID </b> GT0345 <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 01 19. (N) 119 05 52. (W) SCALED <br> <b> NAVD 88 </b> 127.50 (+/-2cm) 418.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.08 (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> 576,410. </td><td> 1,991,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 126.674 (m) 415.60 (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: 11SLV109884(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 9.4 MI S FROM STRATHMORE. 9.35 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 MACOMBER ROAD (AVENUE 128) BRIDGE OVER THE CANAL, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD. SECTION 7, T22S, R27E FU3320 9956 B USGS BIG MEADOWS USGS http://www.geocaching.com/mark/details.asp?PID=FU3320 9956 B USGS BIG MEADOWS USGS Geocache Geocache 9956 B USGS BIG MEADOWS USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>9956 B USGS BIG MEADOWS USGS</h1> <b> PID </b> FU3320 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SIRRETTA PEAK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 55 27.54928(N) 118 19 59.16032(W) ADJUSTED <br> <b> NAVD 88 </b> 3043. (meters) 9984. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.52 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.94 (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 June 1996. 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> 565,786.369 2</td><td>060,187.984</td><td> MT </td><td>1.00001517</td><td> +0 ' 23 52.3"</td></tr><tr><td>SPC CA 4 </td><td>1,856,250.78 6</td><td>759,133.41 </td><td> sFT </td><td>1.00001517</td><td> +0 ' 23 52.3"</td></tr><tr><td>UTM 11 </td><td>3,976,375.382 </td><td>379,732.755</td><td> MT </td><td>0.99977823</td><td> -0 ' 46 56.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99952695 x 1.00001517 = 0.99954211 <br> <b>UTM 11 </b> 0.99952695 x 0.99977823 = 0.99930529 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 55 27.54918(N) 118 19 59.16036(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 35 55 27.54099(N) 118 19 59.14250(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 35 55 27.72300(N) 118 19 55.84800(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: 11SLV7973376375(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1952 </td><td>MONUMENTED </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1952 SEE STATION SIRRETTA. GT0075 A 1042 http://www.geocaching.com/mark/details.asp?PID=GT0075 A 1042 Geocache Geocache A 1042 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1042</h1> <b> PID </b> GT0075 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> KAWEAH (1986) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 24 12. (N) 118 58 39. (W) SCALED <br> <b> NAVD 88 </b> 186.27 (+/-2cm) 611.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.04 (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> 618,730. </td><td> 2,002,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 185.405 (m) 608.28 (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: 11SLA226305(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1042 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>CGS</td></tr><tr><td>1960 </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 1960 4 MI NE FROM LEMONCOVE. 0.05 MILE EAST ALONG A DIRT ROAD FROM THE VISALIA ELECTRIC RAILROAD STATION AT LEMONCOVE, THENCE 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 198, IN TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT E 204+00, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. GT0418 A 1204 http://www.geocaching.com/mark/details.asp?PID=GT0418 A 1204 Geocache Geocache A 1204 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1204</h1> <b> PID </b> GT0418 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> TIPTON (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 55. (N) 119 18 42. (W) SCALED <br> <b> NAVD 88 </b> 83.24 (+/-2cm) 273.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.82 (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> 579,410. </td><td> 1,971,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 82.420 (m) 270.41 (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: 11SKV917918(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1204 1969 <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>1969 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1982 </td><td>GOOD </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 0.6 MI S FROM TIPTON. 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TIPTON, 2 POLES SOUTH OF MILEPOLE 261, IN THE TOP AND 1.8 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT NO. 152+05 UNDER A FREEWAY ENTRANCE ROAD, 23 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. SECTION 6, T22S, R25E <p> <h2>STATION RECOVERY (1982) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 RECOVERED IN GOOD CONDITION. FU1087 A 1206 http://www.geocaching.com/mark/details.asp?PID=FU1087 A 1206 Geocache Geocache A 1206 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1206</h1> <b> PID </b> FU1087 <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 56 14. (N) 119 17 12. (W) SCALED <br> <b> NAVD 88 </b> 81.80 (+/-2cm) 268.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.01 (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> 567,050. </td><td> 1,974,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 80.983 (m) 265.69 (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: 11SKV937794(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1206 1969 <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>1969 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 2.1 MI S FROM PIXLEY. 2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PIXLEY, AT THE JUNCTION OF STATE HIGHWAY 99 AND OLD HIGHWAY 99, 0.1 MILE NORTH OF THE CROSSING OF AVENUE 80, IN THE TOP AND 1.6 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 24-INCH CONCRETE CULVERT UNDER THE RAILROAD, 8.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 92.0 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF STATE HIGHWAY 99, 46 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 0.1 MILE NORTH OF A PEDESTRIAN OVERCROSSING OVER STATE HIGHWAY 99, 5 1/4 POLES NORTH OF MILEPOLE 269, AND ABOUT 2 FEET LOWER THAN THE TRACK. GT1133 A 1230 http://www.geocaching.com/mark/details.asp?PID=GT1133 A 1230 Geocache Geocache A 1230 NGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1230</h1> <b> PID </b> GT1133 <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 57. (N) 119 13 23. (W) SCALED <br> <b> NAVD 88 </b> 109.20 (+/-2cm) 358.3 (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> 627,540. </td><td> 1,980,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 108.384 (m) 355.59 (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: 11SLA008397(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1230 1972 <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>1972 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.4 MI SE FROM EAST OROSI. 5.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT EAST OROSI, THENCE 0.05 MILE NORTH ALONG ROAD 156, AT SEVILLE, AT THE CROSSING OF SONTAG DITCH, IN THE TOP AND 1.3 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 180 FEET SOUTH OF THE CENTER LINE OF SEVILLE STREET, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. SECTION 1, T17S, R25E GT0753 A 1232 http://www.geocaching.com/mark/details.asp?PID=GT0753 A 1232 Geocache Geocache A 1232 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1232</h1> <b> PID </b> GT0753 <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 18 02. (N) 119 06 35. (W) SCALED <br> <b> NAVD 88 </b> 130.60 (+/-2cm) 428.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.03 (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> 607,330. </td><td> 1,990,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 129.761 (m) 425.72 (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: 11SLA105193(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: A 1232 <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>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 1.6 MI E FROM EXETER. 1.5 MILES EAST ALONG THE VISALIA ELECTRIC RAILROAD FROM THE CROSSING OF KAWEAH AVENUE AT EXETER, THENCE 0.15 MILE SOUTH ALONG THE WEST LEVEE ROAD OF THE FRIANT-KERN CANAL, AT THE CROSSING OF AVENUE 282, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL OF THE AVENUE BRIDGE OVER THE CANAL, 12 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 11 FEET EAST OF THE CENTER LINE OF THE LEVEE ROAD, AND ABOUT 2 1/2 FEET HIGHER THAN THE AVENUE. SECTION 1, T19S, R26E. FU1192 A 455 http://www.geocaching.com/mark/details.asp?PID=FU1192 A 455 Geocache Geocache A 455 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 455</h1> <b> PID </b> FU1192 <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 49 10. (N) 119 10 09. (W) SCALED <br> <b> NAVD 88 </b> 125.39 (+/-2cm) 411.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.72 (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> 553,950. </td><td> 1,984,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 124.579 (m) 408.72 (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: 11SLV040660(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: A 455 114.73 <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>BOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED 1957 1.7 MI N FROM JOVISTA. 1.7 MILES NORTH ALONG THE FRIANT/KERN CANAL FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT JOVISTA, AT THE CROSSING OF AVENUE 16 (3 E), AT BRIDGE 114.73 OVER THE CANAL, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL, 15 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 2 1/2 FEET HIGHER THAN THE AVENUE. IN R26E T24S, IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 28. FU0853 A 458 http://www.geocaching.com/mark/details.asp?PID=FU0853 A 458 Geocache Geocache A 458 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 458</h1> <b> PID </b> FU0853 <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 57 51. (N) 119 07 42. (W) SCALED <br> <b> NAVD 88 </b> 116.56 (+/-2cm) 382.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.31 (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> 570,010. </td><td> 1,988,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 115.742 (m) 379.73 (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: 11SLV080820(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: A 458 1954 <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>1954 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1963 </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 COAST AND GEODETIC SURVEY 1954 4.8 MI W FROM TERRA BELLA. 4.8 MILES WEST ALONG AVENUE 96 (13E) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT TERRA BELLA, AT THE CROSSING OF TWO EDISON COMPANY HIGH VOLTAGE POWER LINES, UNDER THE WEST ONE OF TWO STEEL TOWERS, 121 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 4.2 FEET NORTHWEST OF THE SOUTHEAST STEEL LEG, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. GT0309 A 540 http://www.geocaching.com/mark/details.asp?PID=GT0309 A 540 Geocache Geocache A 540 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 540</h1> <b> PID </b> GT0309 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SUCCESS DAM (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 02. (N) 118 59 44. (W) SCALED <br> <b> NAVD 88 </b> 151.41 (+/-2cm) 496.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.46 (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> 581,430. </td><td> 2,000,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 150.577 (m) 494.02 (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: 11SLV202932(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: A 540 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>CGS</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 1.1 MI E FROM PORTERVILLE. 0.95 MILE EAST ALONG EAST PUTNAM AVENUE FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT PORTERVILLE, THENCE 0.15 MILE SOUTH ALONG CRESTVIEW STREET, AT THE SOUTHWEST CORNER OF THE JUNCTION OF OAK AVENUE, AT THE NORTH ENTRANCE TO THE PORTERVILLE CEMETERY, ON THE OUTSIDE OF A CURVE, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE STREET (MEASURED FROM THE CENTER OF THE CURVE), 67 FEET EAST OF THE NORTHWEST CEMETERY FENCE CORNER POST, 28 FEET WEST OF THE CENTER LINE OF AN ASPHALT DRIVE INTO THE CEMETERY, 4 1/2 FEET NORTH OF THE EAST END OF A FENCE AND THE WEST END OF A HEDGE, 78 FEET SOUTH OF POWER POLE 194223E, 1.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. SEC 30, T21S, R28E. GT0244 A 594 http://www.geocaching.com/mark/details.asp?PID=GT0244 A 594 Geocache Geocache A 594 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 594</h1> <b> PID </b> GT0244 <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 03. (N) 118 20 23. (W) SCALED <br> <b> NAVD 88 </b> 3310.97 (+/-2cm) 10862.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.91 (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> 637,150. </td><td> 2,059,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 3309.232 (m) 10857.04 (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: 11SLA801477(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 594 1940 <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>1940 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1940 26.2 MI W FROM LONE PINE. THE MARK IS LOCATED 26.2 MILES WEST OF LONE PINE BY ROAD AND TRAIL, 12.5 MILES WEST OF WHITNEY PORTAL BY TRAIL, 4.7 MILES WEST-NORTHWEST OF WHITNEY PASS BY TRAIL, 1.8 MILES EAST OF CRABTREE MEADOW BY TRAIL, 0.5 MILES EAST OF THE MT. WHITNEY RANGER STATION, 4 FEET SOUTH OF THE CENTERLINE OF THE TRAIL AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE TRAIL. THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY B M DISK SET IN A DRILL HOLE IN A BOULDER. IT IS STAMPED A 594 1940. GT0065 A 596 http://www.geocaching.com/mark/details.asp?PID=GT0065 A 596 Geocache Geocache A 596 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 596</h1> <b> PID </b> GT0065 <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 26 14. (N) 118 35 20. (W) SCALED <br> <b> NAVD 88 </b> 2428.11 (+/-2cm) 7966.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.95 (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> 622,570. </td><td> 2,036,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 2426.607 (m) 7961.29 (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: 11SLA575336(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 596 1940 <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>1940 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19851003</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 0.9 MI S FROM MINERAL KING. 0.9 MILE SOUTH OF MINERAL KING, TULARE COUNTY, 100 METERS NORTH OF THE END OF THE ROAD, 18 FEET EAST OF AND 3 FEET ABOVE THE CENTERLINE OF THE ROAD, AND 100 METERS WEST OF A WATERFALL. A STANDARD DISK, STAMPED A 596 1940 AND SET HORIZONTALLY IN THE TOP OF A GRANITE BOULDER. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1985 (RFW) RECOVERED IN GOOD CONDITION. GT0095 A 599 http://www.geocaching.com/mark/details.asp?PID=GT0095 A 599 Geocache Geocache A 599 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 599</h1> <b> PID </b> GT0095 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> KAWEAH (1986) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 24 32. (N) 118 56 54. (W) SCALED <br> <b> NAVD 88 </b> 203.04 (+/-2cm) 666.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.83 (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 4 </td><td> 619,350. </td><td> 2,004,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 202.159 (m) 663.25 (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: 11SLA253310(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 599 1940 <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>1940 </td><td>MONUMENTED </td><td>CGS</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 3.5 MI SW FROM THREE RIVERS. 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT THREE RIVERS, IN R28E T17S S33, DIRECTLY ACROSS THE HIGHWAY FROM THE ENTRANCE TO SLICK ROCK RESORT, IN THE TOP OF A GRANITE BEDROCK, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46.0 FEET EAST OF THE SOUTHEAST END OF 18-INCH CORRUGATED METAL PIPE CULVERT E-310-18, 19.3 FEET SOUTHEAST OF A FENCE, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND ABOUT LEVEL WITH THE GROUND. NOTE-- IT IS BELIEVED THAT THIS MARK IS AT A STABLE LOCATION AND IT SHOULD SERVE AS AN ANCHOR MARK. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. GT0057 A 600 http://www.geocaching.com/mark/details.asp?PID=GT0057 A 600 Geocache Geocache A 600 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 600</h1> <b> PID </b> GT0057 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> SILVER CITY (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 27 19. (N) 118 41 19. (W) SCALED <br> <b> NAVD 88 </b> 1924.11 (+/-2cm) 6312.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.90 (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> 624,540. </td><td> 2,027,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 1922.919 (m) 6308.78 (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: 11SLA486357(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 600 1940 <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>1940 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1940 1.6 MI SW FROM ATWELL MILL RANGER STATION. 1.55 MILES SOUTHWEST ALONG THE MINERAL KING ROAD FROM ATWELL MILL RANGER STATION, TULARE COUNTY, AT A CREEK CROSSING UNDER THE ROAD, ON THE OUTSIDE OF A CURVE ON THE ROAD, 12 FEET EAST OF THE CENTERLINE OF THE CREEK, 20 FEET NORTH OF THE CENTERLINE OF THE ROAD, 250 FEET WEST OF THE ROAD JUNCTION TO CAMP CONFER, ON A LARGE GRANITE BOULDER 15 FT X 20 FT AND 15 FEET HIGH. A STANDARD DISK, STAMPED A 600 1940 AND SET VERTICALLY. FU1078 A 660 http://www.geocaching.com/mark/details.asp?PID=FU1078 A 660 Geocache Geocache A 660 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 660</h1> <b> PID </b> FU1078 <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 57 52. (N) 119 17 32. (W) SCALED <br> <b> NAVD 88 </b> 81.28 (+/-2cm) 266.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.98 (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> 570,070. </td><td> 1,973,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 80.460 (m) 263.98 (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: 11SKV932824(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: A 660 1942 <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>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>GOOD </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 1953 AT PIXLEY. AT PIXLEY, 0.2 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION, AT THE CROSSING OF AVENUE 96 (13 E), 46 1/2 FEET SOUTH OF AND ACROSS THE AVENUE FROM MILEPOLE 267, 59.3 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 27 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 3 1/2 FEET SOUTH OF TELEPHONE POLE 421147-E WITH A GUY WIRE, 2.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. SEC 5, T 23 S, R 25 E. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. GT0424 A 662 http://www.geocaching.com/mark/details.asp?PID=GT0424 A 662 Geocache Geocache A 662 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 662</h1> <b> PID </b> GT0424 <br> <b> STATE/COUNTY</b> CA/TULARE <br> <b> USGS QUAD </b> TIPTON (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 29. (N) 119 18 10. (W) SCALED <br> <b> NAVD 88 </b> 82.46 (+/-2cm) 270.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.91 (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>