Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comGU255610 USGShttp://www.geocaching.com/mark/details.asp?PID=GU255610 USGSGeocacheGeocache10 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10 USGS</h1> <b> PID </b> GU2556 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 30. (N) 121 15 35. (W) SCALED <br> <b> NAVD 88 </b> 235.18 (+/-2cm) 771.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.79 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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> 651,250. </td><td> 1,798,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 234.237 (m) 768.49 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SFF555602(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: 769 1917 10 <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>1917 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 4 MI SE FROM PAICINES. 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN BENITO COUNTY, IN FRONT OF THE A.F. UNDERWOOD RANCHHOUSE, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 18 FEET SOUTH OF THE FRONT GATE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 769 1917 10 AND RIVETED ON THE TOP OF AN IRON PIPE. NOTE-- THE RANCHHOUSE WAS DEMOLISHED YEARS AGO AND THE GATE MOVED TO ANOTHER LOCATION. THE PRESENT LANDOWNER RECALLED SEEING THE BM SEVERAL YEARS AGO BUT WE WERE UNABLE TO FIND IT. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 MARK NOT FOUND. GU255911 USGShttp://www.geocaching.com/mark/details.asp?PID=GU255911 USGSGeocacheGeocache11 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>11 USGS</h1> <b> PID </b> GU2559 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 42 49.87196(N) 121 16 39.35115(W) ADJUSTED <br> <b> NAVD 88 </b> 214.63 (+/-2cm) 704.2 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.52 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.80 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> SECOND CLASS 0 (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> 655,597.393 1</td><td>796,540.963</td><td> MT </td><td>0.99994194</td><td> -1 ' 21 31.6"</td></tr><tr><td>SPC CA 4 </td><td>2,150,905.78 5</td><td>894,151.48 </td><td> sFT </td><td>0.99994194</td><td> -1 ' 21 31.6"</td></tr><tr><td>UTM 10 </td><td>4,064,512.480 </td><td>653,831.630</td><td> MT </td><td>0.99989154</td><td> +1 ' 01 47.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99997147 x 0.99994194 = 0.99991341 <br> <b>UTM 10 </b> 0.99997147 x 0.99989154 = 0.99986301 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 42 49.87272(N) 121 16 39.34599(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 42 50.04942(N) 121 16 35.62462(W) AD( ) 2 <br> NGVD 29 (??/??/92) 213.702 (m) 701.12 (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: 10SFF5383264512(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: 701 701 1917 11 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1969 (CAA) THE STATION IS LOCATED 22 MILES EAST OF SALINAS, 12 MILES SOUTH SOUTHEAST OF HOLLISTER, AND 1.1 MILES SOUTH OF PAICINES. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO SOUTH ON STATE HIGHWAY 25 FOR 1.1 MILES TO THE STATION ON THE RIGHT. <p>STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 701 701 1917 11. THE ELEVATION ABOVE SEA LEVEL IS 701.2 FEET. IT IS SET IN THE TOP OF A 5 BY 6 INCH CONCRETE POST WHICH PROJECTS 2 FEET ABOVE THE GROUND SURFACE. IT IS 135 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY 25, 53 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A CONCRETE CULVERT HEADWALL, 25 FEET WEST OF THE CENTER OF A PAVED ROAD AND 1.7 FEET EAST OF THE NORTH END OF A METAL GATE. <p>A GEODIMETER TRAVERSE WAS MADE BETWEEN BM 11 AND STATION AIRLINE 1962, DISTANCE BEING 269.507 METERS. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 1.1 MI S FROM PAICINES. TO REACH THE STATION FROM THE POST OFFICE IN PAICINIES GO SOUTH ON STATE HIGHWAY 25 FOR 1.1 MILES TO THE STATION ON THE RIGHT. STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK. THE ELEVATION ABOVE SEA LEVEL IS 701.2 FEET. IT IS SET IN THE TOP OF A 5 BY 6 INCH RECTANGULAR CONCRETE POST WHICH PROJECTS 2 FEET ABOVE THE GROUND SURFACE. IT IS 135 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY 25, 53 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A CONCRETE CULVERT HEADWALL, 25 FEET WEST OF THE CENTER OF A PAVED ROAD AND 1.7 FEET EAST OF THE NORTH END OF A METAL GATE. A GEODIMETER TRAVERSE WAS MADE BETWEEN BM 11 AND AIRLINE 1962, DISTANCE BEING 269.507 METERS. GU263012 USGShttp://www.geocaching.com/mark/details.asp?PID=GU263012 USGSGeocacheGeocache12 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 USGS</h1> <b> PID </b> GU2630 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 54. (N) 121 17 57. (W) SCALED <br> <b> NAVD 88 </b> 163.59 (+/-2cm) 536.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.80 (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> 661,320. </td><td> 1,794,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 162.676 (m) 533.71 (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: 10SFF518701(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>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 2.5 MI S FROM TRES PINOS. TRES PINOS, 2.5 MILES SOUTH AND EAST OF P.O. BY HWY. 2.8 MI. S. AND E. OF R.R. STA. ON THE NORTHWEST CONCRETE PIER OF STEEL BRIDGE WHICH CROSSES TRES PINOS CREEK. 0.3 MILE SOUTH OF BOLADO PARK PAVILION ALONG STATE HWY. 25. GU263112 USGS RESET 1954http://www.geocaching.com/mark/details.asp?PID=GU263112 USGS RESET 1954GeocacheGeocache12 USGS RESET 1954USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 USGS RESET 1954</h1> <b> PID </b> GU2631 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 54. (N) 121 17 57. (W) SCALED <br> <b> NAVD 88 </b> 162.17 (+/-2cm) 532.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.80 (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> 661,320. </td><td> 1,794,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 161.26 (m) 529.1 (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: 10SFF518701(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 12 RESET 1954 <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>1954 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 2.2 MI SE FROM TRES PINOS. 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT TRES PINOS, SAN BENITO COUNTY, 0.15 MILE SOUTH OF BOLADO PARK PAVILION, AT A REINFORCED-CONCRETE GIRDER BRIDGE OVER TRES PINOS CREEK, AND IN THE NORTHEAST CURBING OVER THE NORTH ABUTMENT. GU27241269 USGShttp://www.geocaching.com/mark/details.asp?PID=GU27241269 USGSGeocacheGeocache1269 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1269 USGS</h1> <b> PID </b> GU2724 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 31 48. (N) 121 08 42. (W) SCALED <br> <b> NAVD 88 </b> 387.85 (+/-2cm) 1272.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 634,930. </td><td> 1,807,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 386.878 (m) 1269.28 (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: 10SFF660443(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: 1269 1917 1969 6 <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>1917 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 5 MI NW FROM SAN BENITO. 0.7 MILE SOUTHWEST ALONG WILLOW CREK ROAD FROM JEFFERSON SCHOOL AT SAN BENITO, THENCE 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 25, 66 FEET SOUTHEAST OF THE CENTERLINE OF A LANE LEADING NORTHEAST ACROSS A CREEK TO A FARMHOUSE, 20.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET NORTHEAST OF A FENCE LINE, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND RIVETED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. GU263213 USGShttp://www.geocaching.com/mark/details.asp?PID=GU263213 USGSGeocacheGeocache13 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>13 USGS</h1> <b> PID </b> GU2632 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 26. (N) 121 19 21. (W) SCALED <br> <b> NAVD 88 </b> 158.48 (+/-2cm) 519.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.83 (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> 664,200. </td><td> 1,792,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 157.582 (m) 517.00 (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: 10SFF496729(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 517 1917 13 <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>1917 </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 AT TRES PINOS. AT TRES PINOS, SAN BENITO COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, 150 FEET NORTHWEST OF THE STATION, AND IN THE TOP OF THE NORTH END OF CONCRETE CULVERT 101 A. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 517 1917 13. GU24651386 USGShttp://www.geocaching.com/mark/details.asp?PID=GU24651386 USGSGeocacheGeocache1386 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1386 USGS</h1> <b> PID </b> GU2465 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TOPO VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 26 49. (N) 121 02 55. (W) SCALED <br> <b> NAVD 88 </b> 423.36 (+/-2cm) 1389.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.80 (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> 625,530. </td><td> 1,816,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 422.336 (m) 1385.61 (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: 10SFF748352(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: 1386 1917 3 <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>1917 </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 5.1 MI SE FROM SAN BENITO. 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO, SAN BENITO COUNTY, 90 FEET SOUTH OF A SMALL WOODEN BRIDGE, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF THE FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1386 1917 3 AND RIVETED ON THE TOP OF AN IRON PIPE. GU23761411 USGShttp://www.geocaching.com/mark/details.asp?PID=GU23761411 USGSGeocacheGeocache1411 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1411 USGS</h1> <b> PID </b> GU2376 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> LONOAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 21 18. (N) 120 58 07. (W) SCALED <br> <b> NAVD 88 </b> 431.11 (+/-2cm) 1414.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.88 (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> 615,180. </td><td> 1,823,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 430.092 (m) 1411.06 (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: 10SFF822252(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1411 1917 <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>1917 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1943 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1917 6.4 MI N FROM LONOAK. IN SAN BENITO COUNTY, 6.4 MILES NORTH ALONG STATE HIGHWAY 25 FROM LONOAK, MONTEREY COUNTY, 70 FEET EAST OF THE CENTER OF A WINDMILL TOWER, 56 FEET NORTHEAST OF POLE 45/5, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 4 FEET WEST OF THE FENCE. UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1411 1917 AND RIVETED ON THE TOP OF AN IRON PIPE. <p> <h2>STATION RECOVERY (1943) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943 MARK NOT FOUND. GU27281479 USGShttp://www.geocaching.com/mark/details.asp?PID=GU27281479 USGSGeocacheGeocache1479 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1479 USGS</h1> <b> PID </b> GU2728 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 15. (N) 121 11 08. (W) SCALED <br> <b> NAVD 88 </b> 451.69 (+/-2cm) 1481.9 (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> 639,540. </td><td> 1,804,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 450.716 (m) 1478.72 (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: 10SFF623487(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1479 1917 7 <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>1917 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 9 MI NW FROM SAN BENITO. 0.7 MILE SOUTHWEST ALONG WILLOW CREEK ROAD FROM JEFFERSON SCHOOL AT SAN BENITO, THENCE 8.3 MILES NORTHWEST ALONG STATE HIGHWAY 25, THENCE 0.05 MILE WEST ALONG A GRAVELED ROAD, AT THE SOUTHWEST CORNER OF THE GROUNDS OF THE BEAR VALLEY FIRE STATION, ABOUT 75 YARDS SOUTHWEST OF THE BUILDINGS OF THE FIRE STATION, 3.6 FEET NORTHEAST OF A FENCE CORNER POST, AND RIVETED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND. GU24681529 USGShttp://www.geocaching.com/mark/details.asp?PID=GU24681529 USGSGeocacheGeocache1529 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1529 USGS</h1> <b> PID </b> GU2468 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TOPO VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 28 44. (N) 121 04 10. (W) SCALED <br> <b> NAVD 88 </b> 467.02 (+/-2cm) 1532.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 629,110. </td><td> 1,814,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 466.014 (m) 1528.91 (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: 10SFF729387(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: 1529 1917 4 <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>1917 </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 2.7 MI SE FROM SAN BENITO. 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO, SAN BENITO COUNTY, ABOUT 800 FEET NORTH OF THE PAICINES RANCH HOUSE, 28 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 21.5 FEET NORTH OF THE CENTER OF A WINDMILL. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1529 1917 4 AND RIVETED ON THE TOP OF AN IRON PIPE. GU23791758 USGShttp://www.geocaching.com/mark/details.asp?PID=GU23791758 USGSGeocacheGeocache1758 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1758 USGS</h1> <b> PID </b> GU2379 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> ROCK SPRING PEAK (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 24 27. (N) 120 59 39. (W) SCALED <br> <b> NAVD 88 </b> 536.78 (+/-2cm) 1761.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.79 (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> 621,050. </td><td> 1,821,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 535.754 (m) 1757.72 (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: 10SFF798310(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1758 1917 2 <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>1917 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 9.3 MI SE FROM SAN BENITO. 9.3 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM SAN BENITO, SAN BENITO COUNTY, 99 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF THREE ROADS, 69 FEET NORTH OF THE KING CITY 17 MILES, COALINGA 61 MILES, HOLLISTER 45 MILES SIGN, AND 16 FEET SOUTHWEST OF A FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1758 1917 2 AND RIVETED ON THE TOP OF AN IRON PIPE. GU35264492http://www.geocaching.com/mark/details.asp?PID=GU35264492GeocacheGeocache4492USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4492</h1> <b> PID </b> GU3526 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HEPSEDAM PEAK (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 18 52.46228(N) 120 49 28.70185(W) ADJUSTED <br> <b> NAVD 88 </b> 1368. (meters) 4488. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.31 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.54 (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> 610,436.075 1</td><td>836,156.791</td><td> MT </td><td>0.99995544</td><td> -1 ' 05 18.8"</td></tr><tr><td>SPC CA 4 </td><td>2,002,739.02 6</td><td>024,124.41 </td><td> sFT </td><td>0.99995544</td><td> -1 ' 05 18.8"</td></tr><tr><td>UTM 10 </td><td>4,021,036.275 </td><td>695,292.612</td><td> MT </td><td>1.00006993</td><td> +1 ' 17 19.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99979044 x 0.99995544 = 0.99974589 <br> <b>UTM 10 </b> 0.99979044 x 1.00006993 = 0.99986035 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 18 52.46079(N) 120 49 28.69837(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 18 52.61601(N) 120 49 25.06820(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: 10SFF9529321036(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>1931 </td><td>MONUMENTED </td><td>USGS</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 1962 (JCC) STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED. <p>THE DISTANCE BEING 7.28 FEET OR 2.218 METERS NORTH OF TRIANGULATION STATION HEPSEDAM 1885. GU34995258http://www.geocaching.com/mark/details.asp?PID=GU34995258GeocacheGeocache5258USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5258</h1> <b> PID </b> GU3499 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN BENITO MTN (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 22 10.48537(N) 120 38 40.76824(W) ADJUSTED <br> <b> NAVD 88 </b> 1605.34 (+/-2cm) 5266.9 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.29 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.28 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD ? (See Below) <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 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> 616,246.793 1</td><td>852,421.057</td><td> MT </td><td>0.99995071</td><td> -0 ' 58 52.3"</td></tr><tr><td>SPC CA 4 </td><td>2,021,803.02 6</td><td>077,484.75 </td><td> sFT </td><td>0.99995071</td><td> -0 ' 58 52.3"</td></tr><tr><td>UTM 10 </td><td>4,027,517.784 </td><td>711,304.303</td><td> MT </td><td>1.00015015</td><td> +1 ' 23 50.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99975318 x 0.99995071 = 0.99970390 <br> <b>UTM 10 </b> 0.99975318 x 1.00015015 = 0.99990329 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 36 22 10.49274(N) 120 38 40.76126(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 36 22 10.48903(N) 120 38 40.77548(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 22 10.64984(N) 120 38 37.16763(W) AD( ) 2 <br> NGVD 29 (07/19/86) 1604.24 (m) 5263.2 (f) LEVELING 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: 10SGF1130427518(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>1931 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1971 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1931 (JB) ABOUT 5 MILES SOUTH OF IDRIA, ON HIGHEST POINT OF SAN BENITO MOUNTAIN. MARKED BY UNITED STATES GEOLOGICAL SURVEY TRIANGULATION TABLET CEMENTED IN SOLID ROCK. STATION SAN BENITO IS 15.20 METERS (49.9 FEET) FROM STATION IN AZIMUTH 217 DEG 29 MIN. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND APPEARED TO BE IN ITS ORIGINAL POSITION. THE DISTANCE TO TRIANGULATION STATION SAN BENITO 1931 DID NOT AGREE WITH EITHER 1931 OR 1961 MEASUREMENTS. THE HORIZONTAL MEASUREMENT TO SAN BENITO 1931 IS 49.68 FEET OR 15.143 METERS NORTHEAST. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) THE MARK WAS RECOVERED AS DESCRIBED, THE DISTANCE AND DIRECTION COMPARED FAVORABLY WITH THE 1962 DATA. GU258258 WLS USGShttp://www.geocaching.com/mark/details.asp?PID=GU258258 WLS USGSGeocacheGeocache58 WLS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>58 WLS USGS</h1> <b> PID </b> GU2582 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 37. (N) 121 25 46. (W) SCALED <br> <b> NAVD 88 </b> 324.69 (+/-2cm) 1065.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.91 (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> 662,930. </td><td> 1,783,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 323.788 (m) 1062.29 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF401712(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: 58 WLS 1063 1953 <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>1953 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 8.6 MI S FROM HOLLISTER. 0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 0.2 MILE EAST ALONG NASH ROAD, THENCE 6.4 MILES SOUTH ALONG CIENEGA ROAD TO THE ENTRANCE TO HARRIS RANCH, THENCE 0.15 MILE NORTHWEST AND SOUTHWEST ALONG A LANE LEADING TO THE RANCH HOUSE, AMONG THE RANCH BUILDINGS AND THROUGH A GATE, THENCE 0.5 MILE NORTHWEST ALONG A BLADED ROAD TO THE NORTHWEST END OF A MOTORCYCLE RACE TRACK AND THE FOOT OF A LOW HILL, THENCE 0.55 MILE NORTH AND NORTHWEST ALONG A BLADED ROAD ON THE NORTHEAST SIDE OF THE HILL, 79 YARDS WEST OF THE JUNCTION OF A FENCE AND THE ROAD, 22 FEET SOUTHWEST OF A 32-INCH OAK TREE, 22 FEET NORTH OF THE CENTER OF THE ROAD, 20 1/2 FEET SOUTH OF A FENCE, ABOUT 5 FEET ABOVE THE ROAD, 1.8 FEET SOUTH OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A 7- X 7-INCH CONCRETE POST PROJECTING 6 INCHES. THE MARK IS ABOUT 145 YARDS WEST OF BENCH MARK AND TRIANGULATION STATION HARRS-F. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU259159 WLS USGShttp://www.geocaching.com/mark/details.asp?PID=GU259159 WLS USGSGeocacheGeocache59 WLS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>59 WLS USGS</h1> <b> PID </b> GU2591 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 46. (N) 121 24 14. (W) SCALED <br> <b> NAVD 88 </b> 221.14 (+/-2cm) 725.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.93 (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> 663,150. </td><td> 1,785,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 220.238 (m) 722.56 (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: 10SFF424715(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: 59 WLS 723 1953 <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>1953 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 6.5 MI S FROM HOLLISTER. 0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 0.2 MILE EAST ALONG NASH ROAD, THENCE 5.5 MILES SOUTH ALONG CIENEGA ROAD, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY, 34 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE, 1.7 FEET SOUTHWEST OF A WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY, AND SET IN THE TOP OF AN 8- X 8-INCH CONCRETE POST PROJECTING 2 INCHES. NOTE-- THE LETTER W STAMPED ON THE DISK IS BATTERED AND ALMOST ILLEGIBLE. GU259561 WLS USGShttp://www.geocaching.com/mark/details.asp?PID=GU259561 WLS USGSGeocacheGeocache61 WLS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>61 WLS USGS</h1> <b> PID </b> GU2595 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 10. (N) 121 23 17. (W) SCALED <br> <b> NAVD 88 </b> 105.50 (+/-2cm) 346.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.98 (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> 667,550. </td><td> 1,786,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 104.619 (m) 343.24 (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: 10SFF437760(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE MONUMENT <br>STAMPING: 61 WLS 344 1953 <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>1953 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3.1 MI S FROM HOLLISTER. 0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 0.65 MILE EAST ALONG NASH ROAD, THENCE 1.65 MILES SOUTH ALONG SOUTHSIDE ROAD, AT THE JUNCTION OF SOUTHSIDE AND HOSPITAL ROAD, 32 YARDS NORTH OF A PAVED PRIVATE ROAD LEADING EAST, 25 FEET EAST OF THE CENTER OF SOUTHSIDE RD., 4 FEET SOUTH OF POWER POLE 9, 3 FEET EAST OF A STREET SIGN POST, ABOUT 2 FEET ABOVE THE LEVEL OF SOUTHSIDE RD., AND SET IN THE LOWER PORTION OF A 4-FOOT HIGH, L-SHAPED CONCRETE MONUMENT. GU2735A 1055http://www.geocaching.com/mark/details.asp?PID=GU2735A 1055GeocacheGeocacheA 1055CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1055</h1> <b> PID </b> GU2735 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 27. (N) 121 12 06. (W) SCALED <br> <b> NAVD 88 </b> 288.13 (+/-2cm) 945.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 643,640. </td><td> 1,803,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 287.160 (m) 942.12 (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: 10SFF608528(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 1055 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 10.4 MI SE FROM PAICINES. 10.4 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, IN SECTION 21, T15S, R7E, ABOUT 50 YARDS NORTHEAST OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE SAN BENITO RIVER, 20.0 FEET NORTH OF A WITENSS TAG NAILED TO A TREE, 13.0 FEET EAST OF A 36 INCH DIAMETER CORRIGATED METAL HOUSING FOR A RIVER GAGING STATION, AND 4 FEET SOUTH OF THE NORTH EDGE OF A LARGE BOULDER. THE DISK IS SET IN THE BOULDER AND IS ABOUT 10 FEET ABOVE THE LEVEL OF THE RIVER. GU2678A 1185http://www.geocaching.com/mark/details.asp?PID=GU2678A 1185GeocacheGeocacheA 1185CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1185</h1> <b> PID </b> GU2678 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHERRY PEAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 37 31. (N) 121 14 11. (W) SCALED <br> <b> NAVD 88 </b> 270.90 (+/-2cm) 888.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.71 (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> 645,690. </td><td> 1,799,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 269.933 (m) 885.61 (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: 10SFF576547(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK FORMATIONS <br>STAMPING: A 1185 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 8.8 MI SE FROM PAICINES. 8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES TO THE ENTRANCE TO 101 RANCH, THENCE ON DIRT ROADS 0.2 MILES WEST AND ACROSS THE SAN BENITO RIVER TO A T-JUNCTION, THENCE 0.25 MILES SOUTHWEST TO A GATE, THENCE 0.15 MILES SOUTH TO A Y-JUNCTION, THENCE 0.2 MILES SOUTHEAST TO A SHARP BEND IN THE ROAD AND A NARROW CANYON, THENCE 208 FEET WEST-SOUTHWEST FROM THE CENTER LINE OF THE ROAD AND UP THE CANYON TO THE POINT WHERE THE CANYON FLOOR NARROWS AND BECOMES SOLID ROCK, SET IN THE CENTER OF THE HIGHER OF 2 STEP-LIKE ROCK FORMATIONS IN THE CANYON FLOOR AND 36.9 FEET WEST OF A METAL WITNESS POST. THE MARK IS IN SECTION 17, T15S, R7E. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU2151A 1193http://www.geocaching.com/mark/details.asp?PID=GU2151A 1193GeocacheGeocacheA 1193CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1193</h1> <b> PID </b> GU2151 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHITTENDEN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 57. (N) 121 33 40. (W) SCALED <br> <b> NAVD 88 </b> 46.457 (meters) 152.42 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 46.421 (meters) 152.30 (feet) COMP <br> <b> MODELED GRAV</b> 979,857.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in February 1993. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 674,940. </td><td> 1,771,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 46.484 (m) 152.51 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 45.624 (m) 149.68 (f) ADJUSTED 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: 10SFF282828(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: A 1193 1968 <br>MARK LOGO: CGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19881206</td><td>GOOD </td><td>NGS</td></tr><tr><td>19900202</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 2.9 MI N FROM SAN JUAN BAUTISTA. 2.9 MILES NORTH ALONG SAN JUAN HIGHWAY FROM SAN JUAN UNION SCHOOL AT SAN JUAN BAUTISTA, 205 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SAN JUAN HIGHWAY OVERPASS, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE BASE OF A GUARDRAIL OF U.S. HIGHWAY 101 BRIDGE 43-10 OVER SAN JUAN CREEK, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF U.S. HIGHWAY 101, 13 FEET SOUTHEAST OF THE CENTER LINE OF AN ASPHALT ENTRANCE ROAD, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 RECOVERED IN GOOD CONDITION. GU2644A 250 RESET 1945http://www.geocaching.com/mark/details.asp?PID=GU2644A 250 RESET 1945GeocacheGeocacheA 250 RESET 1945CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 250 RESET 1945</h1> <b> PID </b> GU2644 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN FELIPE (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 54 32. (N) 121 27 43. (W) SCALED <br> <b> NAVD 88 </b> 56.07 (+/-2cm) 184.0 (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> 677,640. </td><td> 1,780,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 55.213 (m) 181.14 (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: 10SFF370858(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 250 RESET 1945 <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>1945 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 5.4 MI NW FROM HOLLISTER. 5.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE COURTHOUSE AT HOLLISTER, 6-1/2 POLES NORTHWEST OF MILEPOST 90, AT CULVERT 89.55, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL, AND ABOUT 2 FEET LOWER THAN THE TRACK. GU2561A 251http://www.geocaching.com/mark/details.asp?PID=GU2561A 251GeocacheGeocacheA 251CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 251</h1> <b> PID </b> GU2561 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 43 48. (N) 121 16 40. (W) SCALED <br> <b> NAVD 88 </b> 205.19 (+/-2cm) 673.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.79 (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> 657,390. </td><td> 1,796,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 204.261 (m) 670.15 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF537663(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 251 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 0.1 MI NW FROM PAICINES. 0.1 MILE NORTHWEST ALONG OLD STATE HIGHWAY 25 FROM PAICINES, SAN BENITO COUNTY, 0.1 MILE EAST OF THE PRESENT HIGHWAY, 53 FEET NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND 25 FEET SOUTHEAST OF THE BANK OF TRES PINOS CREEK. A STANDARD DISK, STAMPED A 251 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- SINCE THE HIGHWAY HAS BEEN REALIGNED, THIS AREA IS NOW AN ORCHARD AND IT IS BELIEVED THAT THE MARK IS GONE. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GU0591A 663http://www.geocaching.com/mark/details.asp?PID=GU0591A 663GeocacheGeocacheA 663CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 663</h1> <b> PID </b> GU0591 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> LLANADA (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 37 01. (N) 120 52 36. (W) SCALED <br> <b> NAVD 88 </b> 399.94 (+/-2cm) 1312.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.52 (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> 644,070. </td><td> 1,832,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 398.977 (m) 1308.98 (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: 10SFF898544(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 663 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>1943 </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 1943 2.7 MI NE FROM LLANADA. 2.7 MILES NORTHEAST ALONG LITTLE PANOCHE PASS ROAD, 35 FEET WEST OF THE CENTER LINE OF THE ROAD IN THE SOUTHWEST CORNER OF THE INTERSECTION OF LITTLE PANOCHE PASS ROAD AND AN UNPAVED ROAD TO THE WEST, 0.1 MILE WEST OF A WHITE FARM HOUSE AND 4 FEET SOUTHEAST OF A STATE HIGHWAY SIGN POST. WITNESS POST SET. STAMPED A 663 1942 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 RECOVERED IN GOOD CONDITION. GU2623A 698http://www.geocaching.com/mark/details.asp?PID=GU2623A 698GeocacheGeocacheA 698CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 698</h1> <b> PID </b> GU2623 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 44. (N) 121 26 58. (W) SCALED <br> <b> NAVD 88 </b> 79.70 (+/-2cm) 261.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.06 (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> 670,590. </td><td> 1,781,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 78.828 (m) 258.62 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF382788(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 698 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3 MI W FROM HOLLISTER. 0.05 MILE NORTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 2.4 MILES WEST ALONG STATE HIGHWAY 156, THENCE 0.55 MILE SOUTH, WEST, AND SOUTHWEST ALONG SAN JUAN ROAD (A BYPASSED SECTION OF THE FORMER ROUTE OF HWY. 156) TO A FORK, 43 FEET SOUTHEAST OF THE CENTER OF SAN JUAN RD., 5.5 FEET NORTHEAST OF POWER POLE 72, 4.0 FEET NORTHWEST OF A 4-FOOT BRICK WALL IN FRONT OF THE FRANK GOMES RESIDENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES. GU2642AA 250http://www.geocaching.com/mark/details.asp?PID=GU2642AA 250GeocacheGeocacheAA 250CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AA 250</h1> <b> PID </b> GU2642 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN FELIPE (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 53 44. (N) 121 26 47. (W) SCALED <br> <b> NAVD 88 </b> 67.59 (+/-2cm) 221.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 676,130. </td><td> 1,781,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 66.730 (m) 218.93 (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: 10SFF384844(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE RESERVOIR <br>STAMPING: AA 250 1945 <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>1945 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 4.2 MI NW FROM HOLLISTER. ABOUT 4.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE COURTHOUSE AT HOLLISTER, DIRECTLY SOUTHWEST OF MILEPOST 91, ABOUT 115 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACKS, 27 FEET SOUTHWEST OF THE SOUTH CORNER OF A FRAME BUILDING, 45.5 FEET NORTHWEST OF THE NORTHWEST SIDE OF A SMALL FRAME PUMP HOUSE, IN THE EAST FACE OF A 4-BY 4- BY 8-FOOT CONCRETE RESERVOIR, AND ABOUT 0.5 FOOT BELOW THE TOP, AND SET VERTICALLY. GU3556AGUILAShttp://www.geocaching.com/mark/details.asp?PID=GU3556AGUILASGeocacheGeocacheAGUILASCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AGUILAS</h1> <b> PID </b> GU3556 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CERRO COLORADO (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 38 14.20026(N) 120 57 25.55251(W) ADJUSTED <br> <b> NAVD 88 </b> 881.4 (meters) 2892. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -3.09 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.32 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <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.) <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> 646,470.743 1</td><td>824,993.937</td><td> MT </td><td>0.99994078</td><td> -1 ' 10 03.3"</td></tr><tr><td>SPC CA 4 </td><td>2,120,962.76 5</td><td>987,500.94 </td><td> sFT </td><td>0.99994078</td><td> -1 ' 10 03.3"</td></tr><tr><td>SPC CA 3 </td><td> 515,335.648 1</td><td>959,115.906</td><td> MT </td><td>1.00011640</td><td> -0 ' 16 47.5"</td></tr><tr><td>SPC CA 3 </td><td>1,690,730.37 6</td><td>427,532.77 </td><td> sFT </td><td>1.00011640</td><td> -0 ' 16 47.5"</td></tr><tr><td>UTM 10 </td><td>4,056,579.170 </td><td>682,640.396</td><td> MT </td><td>1.00001098</td><td> +1 ' 13 10.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99986677 x 0.99994078 = 0.99980756 <br> <b>SPC CA 3 </b> 0.99986677 x 1.00011640 = 0.99998315 <br> <b>UTM 10 </b> 0.99986677 x 1.00001098 = 0.99987775 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> AGUILAS AZ MK </td><td>340° 33' 51.0"</td></tr><tr><td>SPC CA 3 </td><td> AGUILAS AZ MK </td><td>339° 40' 35.2"</td></tr><tr><td>UTM 10 </td><td> AGUILAS AZ MK </td><td>338° 10' 37.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8003</td><td>AGUILAS RM 1 </td><td> 7.097 METERS</td><td>031° 53' </td></tr><tr><td>DA8004</td><td>AGUILAS RM 2 </td><td> 7.073 METERS</td><td>194° 26' </td></tr><tr><td>DA8002</td><td>AGUILAS AZ MK </td><td> </td><td>339° 23' 47.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 38 14.20881(N) 120 57 25.55505(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 36 38 14.38381(N) 120 57 21.88345(W) AD( ) 3 <br> NGVD 29 (07/19/86) 880.4 (m) 2888. (f) VERT ANG <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: 10SFF8264056579(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <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) THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF PANOCHE, 19 MILES EAST-SOUTHEAST OF PAICINES JUNCTION, 1-1/2 MILES NORTH OF PANOCHE ROAD, 1/2 MILE SOUTH OF A POWER LINE AND AT THE SOUTHEAST END OF A RIDGE LYING BETWEEN LAS AGUILAS CANYON AND PANOCHE CREEK. <p>TO REACH THE STATION FROM THE POST OFFICE IN FIREBAUGH GO WEST ON N STREET FOR 0.1 MILE TO STATE HIGHWAY 33. CROSS THE HIGHWAY AND CONTINUE WEST FOR 11.0 MILES TO THE ORO LOMA GIN. TURN LEFT AND GO SOUTH ON RUSSELL AVENUE FOR 5.1 MILES TO A CROSSROADS. TURN RIGHT AND GO WEST ON SHIELDS AVENUE FOR 16.3 MILES TO MERCEY HOT SPRINGS ON THE RIGHT. CONTINUE SOUTHERLY FOR 6.05 MILES TO A CROSSROADS AT A CATTLE GUARD. TURN RIGHT, CROSS THE CATTLE GUARD AND GO WEST FOR 1.0 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE FOR 0.55 MILE TO A FORK. TAKE THE RIGHT FORK AND CONTINUE FOR 0.1 MILE TO A WASH. CONTINUE WESTERLY UP WASH, AND TO THE LEFT OF A POWERLINE FOR 1.25 MILES TO A FORK. TAKE THE LEFT FORK AND CONTINUE FOR 0.6 MILE TO RANCH BUILDINGS AT THE BASE OF A HILL ON THE LEFT. TURN LEFT, PASS BETWEEN THE BUILDINGS AND GO SOUTH UP A DRAW FOR 0.05 MILE. TURN SHARP RIGHT AND GO WESTERLY FOR 0.7 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE FOR 0.9 MILE TO A MINE. BEAR RIGHT AND CONTINUE WESTERLY ON THE MAIN ROAD FOR 1.4 MILES TO A FORK AT THE SUMMIT OF A RIDGE. TAKE THE LEFT FORK AND GO 0.1 MILE TO A POWERLINE TOWER AND THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH-SOUTHEAST FOR 0.6 MILE TO THE STATION. A 4-WHEEL DRIVE VEHICLE REQUIRED. <p>THE STATION MARK IS A STANDARD DISK STAMPED AGUILAS 1962 CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT ROCK OUTCROP PROJECTING 2 INCHES. IT IS 12.5 FEET WEST OF A WITNESS POST, 13 FEET EAST OF A CEDAR TREE AND 62.0 FEET WEST OF AN OAK TREE HAVING A TRIANGULAR BLAZE ON THE WEST SIDE. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED AGUILAS NO 1 1962 CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP PROJECTING 2 INCHES. IT IS 46.8 FEET WEST OF THE BLAZED TREE AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS STANDARD DISK STAMPED AGUILAS NO 2 1962 CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING 3 INCHES. IT IS 76.5 FEET WEST-SOUTHWEST OF THE BLAZED TREE AND ABOUT 3 FEET LOWER THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED AGUILAS 1962 CEMENTED IN A DRILL HOLE IN THE NORTHEAST CONCRETE FOOTING OF THE POWERLINE TOWER. IT IS 3 FEET SOUTHWEST OF A WITNESS POST. <p>NOTE--IF THE GATE AT THE LOADING CHUTE IS LOCKED CONTINUE WESTERLY ON PANOCHE ROAD FOR 4.75 MILES TO THE HARRY STODDARD RANCH ON THE RIGHT WHERE A KEY MAY BE OBTAINED. GU3588AIRLINEhttp://www.geocaching.com/mark/details.asp?PID=GU3588AIRLINEGeocacheGeocacheAIRLINECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRLINE</h1> <b> PID </b> GU3588 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 42 58.59271(N) 121 16 40.12465(W) ADJUSTED <br> <b> NAVD 88 </b> 239.7 (meters) 786. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.64 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.80 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 655,866.580 1</td><td>796,528.148</td><td> MT </td><td>0.99994200</td><td> -1 ' 21 32.1"</td></tr><tr><td>SPC CA 4 </td><td>2,151,788.94 5</td><td>894,109.43 </td><td> sFT </td><td>0.99994200</td><td> -1 ' 21 32.1"</td></tr><tr><td>UTM 10 </td><td>4,064,780.885 </td><td>653,807.608</td><td> MT </td><td>0.99989145</td><td> +1 ' 01 47.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99996753 x 0.99994200 = 0.99990953 <br> <b>UTM 10 </b> 0.99996753 x 0.99989145 = 0.99985898 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> AIRLINE AZ MK </td><td>170° 50' 34.7"</td></tr><tr><td>UTM 10 </td><td> AIRLINE AZ MK </td><td>168° 27' 15.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8007</td><td>AIRLINE AZ MK </td><td> </td><td>169° 29' 02.6"</td></tr><tr><td>GU2559</td><td>11 USGS </td><td>269.507 METERS</td><td>175° 55' </td></tr><tr><td>DA8009</td><td>AIRLINE RM 2 </td><td> 11.182 METERS</td><td>176° 43' </td></tr><tr><td>DA8008</td><td>AIRLINE RM 1 </td><td> 9.765 METERS</td><td>342° 41' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 42 58.59352(N) 121 16 40.11950(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 42 58.77019(N) 121 16 36.39797(W) AD( ) 1 <br> NGVD 29 (07/19/86) 238.8 (m) 783. (f) VERT ANG <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: 10SFF5380864781(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <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><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF HOLLISTER, 1/2 MILE SOUTH OF PAICINES AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 25. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN PAICINES GO SOUTH ON STATE HIGHWAY 25 FOR 0.8 MILE TO A POINT WHERE THE HIGHWAY CUTS THROUGH A HILL. TURN RIGHT, OFF THE HIGHWAY, AND FOLLOW A TRACK ROAD TO THE TOP OF THE HIGHWAY CUT AND THE STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED AIRLINE 1962 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS ABOUT 75 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 25, 35 FEET EAST OF A TELEPHONE POLE, 17 FEET WEST OF THE TOP OF THE HIGHWAY CUT, 6 FEET EAST OF A FENCELINE AND 3.8 FEET NORTH-NORTHEAST OF A WITNESS POST. IT IS ABOUT 0.2 MILE NORTH OF A POWERLINE CROSSING THE HIGHWAY AND A SIDE ROAD. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIRLINE NO 1 1962 SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 8 INCHES. IT IS 21.5 FEET WEST OF THE TOP OF THE HIGHWAY CUT, 1.5 FEET EAST OF THE FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED AIRLINE NO 2 1962 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 21.5 FEET WEST OF THE TOP OF THE HIGHWAY CUT, 1.5 FEET EAST OF THE FENCELINE AND ABOUT THE SAME ELEVATION AS THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRLINE 1962 SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES IN DIAMETER AND PROJECTS 6 INCHES. IT IS ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 25, 34 FEET EAST OF A HIGHWAY CUT, 2.0 FEET WEST OF A FENCELINE AND 2.0 FEET NORTH OF A WITNESS POST. <p>TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY FOR 0.5 MILE. TURN LEFT AND FOLLOW ALONG THE RIGHT-OF-WAY FOR ABOUT 50 YARDS TO THE MARK. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND) THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE MARK NO. 1. IT HAS BEEN HIT BY MACHINERY, BUT IT IS STILL SOLID. THE 1962 DESCRIPTION IS ADEQUATE. <p>STATION WAS VISITED BY A LIGHTKEEPER ONLY. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTH OF PAICINES <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND) ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962 AND FOUND IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE MARK NO. 1. IT HAS BEEN HIT BY MACHINERY, BUT IT IS STILL SOLID. <p>THE 1962 DESCRIPTION IS ADEQUATE. <p>STATION WAS VISITED BY A LIGHTKEEPER ONLY. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTH OF PAICINES <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA) THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION. HOWEVER IT APPEARS THAT REFERENCE MARK 1 HAS BEEN MOVED BY A PIECE OF MACHINERY. BENCH MARK 11 (USGS) WAS USED FOR ADDITIONAL AZIMUTH MARK. A NEW AND COMPLETE DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED 22 MILES EAST OF SALINAS, 12 MILES SOUTH-SOUTHEAST OF HOLLISTER, AND 0.9 MILE SOUTH OF PAICINES. ON A HIGH CUT BANK, ON THE ROAD RIGHT-OF-WAY. <p>TO REACH THE STATION FROM THE POST OFFICE IN PACINES, GO SOUTH ON STATE HIGHWAY 25 FOR 0.9 MILE TO A LARGE CUT BANK AND THE STATION ON THE RIGHT. CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 0.2 MILE TO BENCH MARK 11 (USGS) ON THE RIGHT. CONTINUE SOUTH ON STATE HIGHWAY 25 FOR 0.3 MILE TO ANOTHER CUT BANK AND THE AZIMUTH MARK ON THE LEFT. <p>STATION MARK IS A STANDARD DISK STAMPED AIRLINE 1962, SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 18 FEET NORTHWEST OF THE EDGE OF THE CUT BANK, 7-1/2 SOUTHEAST OF A TELEPHONE POLE, AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST. <p>REFERENCE MARK 1, IS A STANDARD DISK STAMPED AIRLINE NO 1 1962, SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. IT IS 29.5 FEET NORTH OF A TELEPHONE POLE, 24 FEET WEST OF THE EDGE OF THE CUT BANK, AND 1.4 FEET SOUTHEAST OF A METAL WITNESS POST. <p>REFERENCE MARK 2, IS A STANDARD DISK STAMPED AIRLINE NO 2 1962, SET IN THE TOP OF A 14-INCH CONCRETE CUBICAL WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 39 FEET SOUTH OF A TELEPHONE POLE, 33.2 FEET SOUTH OF A METAL WITNESS POST AND 21 FEET WEST OF THE EDGE OF THE CUT BANK. <p>AZIMUTH MARK, IS A STANDARD DISK STAMPED AIRLINE 1962, SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 32 FEET EAST OF THE EDGE OF THE CUT BANK, 11 FEET EAST OF THE CENTER OF A FIELD ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND AT THE WEST END OF A VINEYARD. <p>BENCH MARK 11, IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED 701 701 1917 11. THE ELEVATION ABOVE SEA LEVEL IS 701 FEET. SET IN THE TOP OF A 5 BY 6 INCH RECTANGULAR CONCRETE POST WHICH PROJECTS 2 FEET ABOVE THE GROUND SURFACE. IT IS 135 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY 25, 53 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A CONCRETE CULVERT, 25 FEET WEST OF THE CENTER OF A PAVED ROAD AND 1.7 FEET EAST OF THE NORTH END OF A METAL GATE. 68.21 FEET OR 20.791 METERS BETWEEN REFERENCE MARKS. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.9 MILE SOUTH OF PAICINES <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDK) RECOVERED STATION MARK AND R.M. 2 IN GOOD CONDITION AS DESCRIBED. R.M. 1 BROKEN OFF. DID NOT SEARCH FOR AZIMUTH MARK AS THIS STATION WAS NOT OCCUPIED IN OUR SURVEY. DESCRIPTION TO REACH IS STILL ADEQUATE. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SE OF PAICINES <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (GIN) RECOVERED IN GOOD CONDITION. GU4292AIRLINE 1962http://www.geocaching.com/mark/details.asp?PID=GU4292AIRLINE 1962GeocacheGeocacheAIRLINE 1962CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRLINE 1962</h1> <b> PID </b> GU4292 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 59. (N) 121 16 40. (W) SCALED <br> <b> NAVD 88 </b> 239.73 (+/-2cm) 786.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.80 (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> 655,880. </td><td> 1,796,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 238.80 (m) 783.5 (f) LEVELING 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: 10SFF538647(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 SEE STATION AIRLINE. <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. GU3593ARMSTRONGhttp://www.geocaching.com/mark/details.asp?PID=GU3593ARMSTRONGGeocacheGeocacheARMSTRONGCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ARMSTRONG</h1> <b> PID </b> GU3593 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> MOUNT JOHNSON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 36 15.24153(N) 121 19 16.01895(W) ADJUSTED <br> <b> NAVD 88 </b> 1043.0 (meters) 3422. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.25 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.63 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 643,530.116 1</td><td>792,360.198</td><td> MT </td><td>0.99994083</td><td> -1 ' 23 05.1"</td></tr><tr><td>SPC CA 4 </td><td>2,111,315.06 5</td><td>880,435.08 </td><td> sFT </td><td>0.99994083</td><td> -1 ' 23 05.1"</td></tr><tr><td>UTM 10 </td><td>4,052,282.217 </td><td>650,157.362</td><td> MT </td><td>0.99987779</td><td> +1 ' 00 04.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99984146 x 0.99994083 = 0.99978230 <br> <b>UTM 10 </b> 0.99984146 x 0.99987779 = 0.99971927 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> JOHNSON </td><td>039° 06' 37.8"</td></tr><tr><td>UTM 10 </td><td> JOHNSON </td><td>036° 43' 28.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3592</td><td>JOHNSON </td><td>APPROX. 0.9 KM</td><td>037° 43' 32.7"</td></tr><tr><td>GU3578</td><td>CALL MOUNTAIN LOOKOUT HOUSE </td><td>APPROX.22.6 KM</td><td>085° 44' 08.3"</td></tr><tr><td>DA8034</td><td>ARMSTRONG RM 1 </td><td> 2.697 METERS</td><td>120° 35' </td></tr><tr><td>GU3599</td><td>GONZALES MUNICIPAL TANK </td><td>APPROX.15.6 KM</td><td>223° 49' 46.0"</td></tr><tr><td>GU3595</td><td>GONZALES ROUND MUNICIPAL TANK </td><td>APPROX.14.6 KM</td><td>225° 55' 25.5"</td></tr><tr><td>DA8035</td><td>ARMSTRONG RM 2 </td><td> 5.611 METERS</td><td>250° 25' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 36 15.23893(N) 121 19 16.01007(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 36 15.37000(N) 121 19 12.25400(W) AD( ) 1 <br> NGVD 29 (07/19/86) 1042.0 (m) 3419. (f) VERT ANG <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: 10SFF5015752282(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1946 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1963 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS) STATION IS LOCATED ABOUT 12 MILES (AIR LINE) N OF SOLEDAD, ABOUT 9 MILES (AIR LINE) NE OF GONZALES, AND IS ON THE ARMSTRONG RANCH PROPERTY. IT IS ON THE SUMMIT OF A HIGH, POINTED MOUNTAIN, HAVING BOULDERS ON ITS TOP AND A FEW LARGE OAK TREES ON ITS N SLOPE. <p>STATION MARK IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS STAMPED ARMSTRONG 1944. IT IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS STAMPED ARMSTRONG NO 1 1944. IT IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER WHICH PROJECTS ABOUT ONE FOOT ABOVE THE GROUND. IT IS STAMPED ARMSTRONG NO 2 1944. IT IS ABOUT 3 FEET LOWER THAN THE STATION MARK. <p>AZIMUTH MARK IS STATION JOHNSON (U.S.G.S.). <p>TO REACH STATION FROM GONZALES, GO E ON FIFTH STREET, OPPOSITE THE N END OF RAILROAD STATION, FOR 4.5 MILES TO THE ARMSTRONG RANCH. CONTINUE ON E UP CANYON FOR 2.1 MILES TO A LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN-TRAVELED ROAD UP THE MOUNTAIN FOR 3.5 MILES. TAKE THE RIGHT FORK AND GO 0.4 MILE. THEN TAKE THE LEFT FORK AND CONTINUE E FOR 1.5 MILES. TURN LEFT OFF THE ROAD AND GO N UP THE STEEP SLOPE FOR ABOUT 100 YARDS TO THE HIGHEST POINT AND THE STATION. <p> <h2>STATION RECOVERY (1946) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB) STATION, REF. MARKS, RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS-- <p>ABOUT 12 MILES N OF SOLEDAD, ABOUT 9 MILES NE OF GONZALES, ABOUT 100 YARDS N OF A GRADED ROAD, AND ON THE SUMMIT OF A PROMINENT KNOLL. THIS KNOLL HAS A NUMBER OF BOULDERS ON ITS SUMMIT WHILE A GROVE OF LARGE OAK TREES GROW ON THE N SLOPE. <p>TO REACH FROM THE RAILROAD STATION IN GONZALES, GO E ON FIFTH STREET FOR 4.5 MILES. PASS TO THE LEFT-HAND SIDE OF THE ARMSTRONG RANCH HOUSE AND CONTINUE N AND E UP THE CANYON FOR 2.1 MILES, PASS THROUGH A BOARD GATE (KEY FOR THIS GATE MAY BE OBTAINED AT THE ARMSTRONG RANCH HOUSE) AND CONTINUE N AND E ON THE MAIN TRAVELED ROAD FOR 3.5 MILES, TAKE THE RIGHT-HAND FORK AND CONTINUE E FOR 0.4 MILE, TAKE THE LEFT-HAND FORK AND GO E FOR 1.5 MILES TO THE END OF TRUCK TRAVEL AT A POINT WHERE THE ROAD PASSES OVER A LOW SADDLE. HERE PACK W FOR ABOUT 100 YARDS TO THE HIGHEST POINT AND THE STATION. <p>THE STATION IS A BRONZE DISK, STAMPED ARMSTRONG 1944 AND SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 1 INCH. <p>REFERENCE MARK 1 IS A BRONZE DISK, STAMPED ARMSTRONG NO 1 1944 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE STATION. IT IS 4 FEET N OF THE HIGHEST PART OF THE HILL. <p>REFERENCE MARK 2 IS A BRONZE DISK, STAMPED ARMSTRONG NO 2 1944 AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT AND IS ABOUT 4 FEET LOWER THAN THE STATION. <p>AZIMUTH MARK FOR THIS STATION IS JOHNSON (USGS) WHICH IS LOCATED ABOUT 0.5 MILE NE OF THE STATION, ON THE SUMMIT OF A SMALL KNOLL OF ABOUT SAME ELEVATION AS THE STATION HILL. IT IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED 3453 FEET AND SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT. <p>THE MEASUREMENTS WERE CHECKED IN THE FIELD. <p>REFERENCE MARK 1 WAS TOO CLOSE TO FOCUS. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. <p>THE PREVIOUS TO REACH DESCRIPTION OF 1946 WAS FOUND TO BE ADEQUATE. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA) THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. AS THIS STATION WAS USED FOR THE AZIMUTH MARK TO STATION JOHNSON (USGS) 1944, NO OBSERVATIONS WERE MADE AT THIS STATION AT THIS TIME. THE PREVIOUS TO REACH OF 1946 WAS FOUND TO BE ADEQUATE. GU2731B 1055http://www.geocaching.com/mark/details.asp?PID=GU2731B 1055GeocacheGeocacheB 1055CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1055</h1> <b> PID </b> GU2731 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 05. (N) 121 11 44. (W) SCALED <br> <b> NAVD 88 </b> 358.00 (+/-2cm) 1174.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 641,100. </td><td> 1,803,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 357.032 (m) 1171.36 (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: 10SFF614503(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: B 1055 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 12.2 MI SE FROM PAICINES. 12.2 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES OR 1.2 MILES NORTHWEST ALONG HIGHWAY 25 FROM THE ENTRANCE TO BEAR VALLEY FIRE CONTROL STATION, IN SECTION 34, T15S, R7E, AT A RAVINE ON THE WEST SIDE OF THE HIGHWAY, 75 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 45 YARDS WEST OF A GATE ACROSS A DIRT ROAD LEADING WEST FROM THE HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD AT A SHARP BEND TO THE NORTH, 11.5 FEET WEST OF A WITNESS TAG NAILED TO A TREE, SET IN A BOULDER PROTRUDING FROM THE SOUTH SIDE OF THE RAVINE AND ABOUT 2 1/2 FEET ABOVE THE SURFACE OF THE GROUND ON THE NORTH SIDE OF THE BOULDER. GU2050B 1185http://www.geocaching.com/mark/details.asp?PID=GU2050B 1185GeocacheGeocacheB 1185CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1185</h1> <b> PID </b> GU2050 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 57. (N) 121 34 13. (W) SCALED <br> <b> NAVD 88 </b> 222.56 (+/-2cm) 730.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.07 (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> 669,420. </td><td> 1,770,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 221.708 (m) 727.39 (f) ADJUSTED 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: 10SFF274772(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: B 1185 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 3.8 MI SW FROM SAN JUAN BAUTISTA. 0.05 MILE SOUTHWEST ALONG POLK STREET FROM THE POST OFFICE AT SAN JUAN BAUTISTA, THENCE 3.7 MILES SOUTHEAST AND SOUTHWEST ALONG THIRD STREET AND SALINAS ROAD (FORMELY SAN JUAN GRADE ROAD), IN R4E T13S, IN THE TOP OF A ROCK OUTCROP, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40.7 FEET WEST OF THE WEST END OF THE NORTH HEAD WALL OF A CULVERT, 7 FEET SOUTH OF A FENCE, 7.2 FEET SOUTH OF A FENCE POST BEARING A WITNESS POST PLAQUE, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD. GU2154B 1193http://www.geocaching.com/mark/details.asp?PID=GU2154B 1193GeocacheGeocacheB 1193CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1193</h1> <b> PID </b> GU2154 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHITTENDEN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 53 16. (N) 121 33 28. (W) SCALED <br> <b> NAVD 88 </b> 45.729 (meters) 150.03 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.06 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 45.693 (meters) 149.91 (feet) COMP <br> <b> MODELED GRAV</b> 979,857.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in February 1993. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 675,520. </td><td> 1,772,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 45.753 (m) 150.11 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 44.895 (m) 147.29 (f) ADJUSTED 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: 10SFF285833(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: B 1193 1968 <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 06, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19881206</td><td>GOOD </td><td>NGS</td></tr><tr><td>19900202</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 3.3 MI N FROM SAN JUAN BAUTISTA. 2.9 MILES NORTH ALONG SAN JUAN HIGHWAY FROM SAN JUAN UNION SCHOOL AT SAN JUAN BAUTISTA, THENCE 0.4 MILE NORTH ALONG U.S. HIGHWAY 101, IN THE TOP AND 1.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURB OF THE SOUTHEAST ONE OF TWO BRIDGES OVER SAN BENITO RIVER, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 RECOVERED IN GOOD CONDITION. GU2641B 250 RESET 1945http://www.geocaching.com/mark/details.asp?PID=GU2641B 250 RESET 1945GeocacheGeocacheB 250 RESET 1945CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 250 RESET 1945</h1> <b> PID </b> GU2641 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN FELIPE (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 53 00. (N) 121 25 52. (W) SCALED <br> <b> NAVD 88 </b> 71.91 (+/-2cm) 235.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.01 (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> 674,730. </td><td> 1,783,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 71.05 (m) 233.1 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF398830(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 250 RESET 1945 <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>1945 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </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 1948 3.1 MI NW FROM HOLLISTER. ABOUT 3.1 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE COURTHOUSE AT HOLLISTER, 42 FEET SOUTH OF THE SECOND POLE SOUTHEAST OF MILEPOST 92, AT CULVERT 92.00, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, AND ABOUT 6 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU2001B 663http://www.geocaching.com/mark/details.asp?PID=GU2001B 663GeocacheGeocacheB 663CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 663</h1> <b> PID </b> GU2001 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CERRO COLORADO (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 46. (N) 120 52 35. (W) SCALED <br> <b> NAVD 88 </b> 403.27 (+/-2cm) 1323.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.50 (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> 647,310. </td><td> 1,832,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 402.314 (m) 1319.93 (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: 10SFF898577(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: B 663 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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 4.4 MI NE FROM LLANADA. 4.4 MILES NORTHEAST ALONG LITTLE PANOCHE PASS ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD IN THE SOUTHEAST CORNER OF A FIELD, 250 FEET SOUTH OF A WINDMILL AND WATER TANK AND 50 FEET SOUTH OF A LARGE WOODEN GATE IN A FARM FENCE LINE. WITNESS POST SET. STAMPED B 663 1942 AND SET IN THE TOP OF A CONCRETE POST. GU2622B 698 RESEThttp://www.geocaching.com/mark/details.asp?PID=GU2622B 698 RESETGeocacheGeocacheB 698 RESETCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 698 RESET</h1> <b> PID </b> GU2622 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 51 02.89793(N) 121 25 55.75258(W) ADJUSTED <br> <b> NAVD 88 </b> 81.55 (+/-2cm) 267.6 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.06 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.05 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS I (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> 671,128.228 1</td><td>783,122.074</td><td> MT </td><td>0.99994844</td><td> -1 ' 27 03.6"</td></tr><tr><td>SPC CA 4 </td><td>2,201,859.86 5</td><td>850,126.34 </td><td> sFT </td><td>0.99994844</td><td> -1 ' 27 03.6"</td></tr><tr><td>SPC CA 3 </td><td> 539,347.529 1</td><td>916,862.713</td><td> MT </td><td>1.00005160</td><td> -0 ' 34 14.5"</td></tr><tr><td>SPC CA 3 </td><td>1,769,509.35 6</td><td>288,907.08 </td><td> sFT </td><td>1.00005160</td><td> -0 ' 34 14.5"</td></tr><tr><td>UTM 10 </td><td>4,079,469.013 </td><td>639,777.842</td><td> MT </td><td>0.99984070</td><td> +0 ' 56 25.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999239 x 0.99994844 = 0.99994083 <br> <b>SPC CA 3 </b> 0.99999239 x 1.00005160 = 1.00004399 <br> <b>UTM 10 </b> 0.99999239 x 0.99984070 = 0.99983309 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 51 02.89789(N) 121 25 55.74959(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 51 03.08216(N) 121 25 51.99757(W) AD( ) 2 <br> NGVD 29 (??/??/92) 80.683 (m) 264.71 (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: 10SFF3977879469(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: B 698 RESET 1963 <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>1963 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC) THE BENCH MARK HAS BEEN RESET DUE TO THE REBUILDING OF THE BRIDGE. A NEW MARK STAMPED B 698 RESET 1963 WAS SET. SEE 1962 RECOVERY NOTE FOR KNOB 1930. <p>IT IS A STANDARD CGS BENCH MARK DISK, STAMPED--B 698 RESET 1963--, CEMENTED IN A DRILL HOLE IN THE ABUTMENT AT THE NORTHWEST END OF OF THE SAN BENITO BRIDGE. IT IS 19 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 156 AND 3 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 1.6 MI W FROM HOLLISTER. 0.05 MILE NORTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 1.6 MILES WEST ALONG FOURTH STREET AND STATE HIGHWAY 156, AT THE SOUTHWEST END OF BRIDGE 43-07 OVER THE SAN BENITO RIVER, 19 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF THE SOUTHWEST ABUTMENT. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LJW) RECOVERED IN GOOD CONDITION. GU2714B 712http://www.geocaching.com/mark/details.asp?PID=GU2714B 712GeocacheGeocacheB 712CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 712</h1> <b> PID </b> GU2714 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> MOUNT JOHNSON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 32 43. (N) 121 16 55. (W) SCALED <br> <b> NAVD 88 </b> 685.83 (+/-2cm) 2250.1 (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> 636,910. </td><td> 1,795,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 684.842 (m) 2246.85 (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: 10SFF537458(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: B 712 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 12.1 MI E FROM GONZALES. 1.3 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT GONZALES, THENCE 10.8 MILES NORTHEAST ALONG GLORIA ROAD, 0.05 MILE SOUTHWEST OF A CATTLE GUARD, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.6 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. GU3805BENITOhttp://www.geocaching.com/mark/details.asp?PID=GU3805BENITOGeocacheGeocacheBENITOCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BENITO</h1> <b> PID </b> GU3805 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHITTENDEN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 52 55.70949(N) 121 33 37.51073(W) ADJUSTED <br> <b> NAVD 88 </b> 53.1 (meters) 174. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.10 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.07 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 674,901.684 1</td><td>771,779.773</td><td> MT </td><td>0.99995073</td><td> -1 ' 31 39.0"</td></tr><tr><td>SPC CA 4 </td><td>2,214,239.94 5</td><td>812,914.14 </td><td> sFT </td><td>0.99995073</td><td> -1 ' 31 39.0"</td></tr><tr><td>SPC CA 3 </td><td> 542,946.834 1</td><td>905,462.725</td><td> MT </td><td>1.00004325</td><td> -0 ' 38 57.2"</td></tr><tr><td>SPC CA 3 </td><td>1,781,318.07 6</td><td>251,505.62 </td><td> sFT </td><td>1.00004325</td><td> -0 ' 38 57.2"</td></tr><tr><td>UTM 10 </td><td>4,082,765.467 </td><td>628,289.433</td><td> MT </td><td>0.99980276</td><td> +0 ' 51 50.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999685 x 0.99995073 = 0.99994758 <br> <b>SPC CA 3 </b> 0.99999685 x 1.00004325 = 1.00004010 <br> <b>UTM 10 </b> 0.99999685 x 0.99980276 = 0.99979961 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> MORTON </td><td>243° 27' 28.8"</td></tr><tr><td>SPC CA 3 </td><td> MORTON </td><td>242° 34' 47.0"</td></tr><tr><td>UTM 10 </td><td> MORTON </td><td>241° 03' 59.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8077</td><td>BENITO RM 1 </td><td> 6.551 METERS</td><td>011° 43' </td></tr><tr><td>GU3822</td><td>MORTON </td><td>APPROX. 2.2 KM</td><td>241° 55' 49.8"</td></tr><tr><td>DA8078</td><td>BENITO RM 2 </td><td> 8.563 METERS</td><td>268° 44' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 52 55.70727(N) 121 33 37.50502(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 52 55.89490(N) 121 33 33.73667(W) AD( ) 2 <br> NGVD 29 (07/19/86) 52.3 (m) 172. (f) VERT ANG <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: 10SFF2828982765(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1973 (LJW) THIS STATION IS LOCATED - 3 AIRMILES NNW OF THE TOWN OF SAN JUAN BAUTISTA. <p>TO REACH THE STATION FROM SAN JUAN BAUTISTA, GO WEST ON STATE HWY. 156 TO STATE HWY. 101. GO NORTH ON HWY. 101 FOR 1.9 MILES TO STATE HWY. 129 -- EXIT TO WATSONVILLE. TURN LEFT AND PROCEED WESTERLY ON HWY 129 FOR 150 FEET AND PARK ON THE RIGHT SHOULDER. THE STATION IS DIRECTLY ACROSS THE ROAD IN AN ISLAND SEPARATION, 100 FT EASTERLY OF THE WEST POINT OF THE TRIANGULAR SHAPED ISLAND, 27.5 FEET SOUTH OF THE NORTH CONCRETE CURB FACE AND 24 FEET FROM THE SOUTHERLY CONCRETE CURB FACE. <p>STATION MARKS ARE STANDARD (CADH) BRASS DISCS STAMPED BENITO 1973. THE SURFACE DISC IS SET IN A 14 INCH DIAMETER CONCRETE CYLINDER - FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET IN CONCRETE - 40 INCHES BELOW GROUND SURFACE. <p>REFERENCE MARK NO. 1, IS A STANDARD (CADH) BRASS DISC STAMPED BENITO NO. 1 1973, SET IN A 12 INCH DIAMETER CONCRETE CYLINDER - FLUSH WITH THE GROUND. IT IS 98 FEET EAST OF THE WESTERLY POINT OF THE ISLAND AND 6 FEET SOUTH OF THE NORTH CONCRETE CURB FACE. <p>REFERENCE MARK NO. 2, IS A STANDARD (CADH) BRASS DISC STAMPED BENITO NO. 2 1973, SET IN A 12 INCH DIAMETER CONCRETE CYLINDER FLUSH WITH THE GROUND. IT IS 73 FEET ESE OF THE WESTERLY POINT OF THE ISLAND AND 6 FEET NNE FROM THE SOUTHERLY CURB FACE. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.61 METERS. GU3580BICKMOREhttp://www.geocaching.com/mark/details.asp?PID=GU3580BICKMOREGeocacheGeocacheBICKMORECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BICKMORE</h1> <b> PID </b> GU3580 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 33 45.26688(N) 121 10 42.92736(W) ADJUSTED <br> <b> NAVD 88 </b> 443.0 (meters) 1453. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.57 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.71 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <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.) <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> 638,609.930 1</td><td>805,002.965</td><td> MT </td><td>0.99994137</td><td> -1 ' 17 59.0"</td></tr><tr><td>SPC CA 4 </td><td>2,095,172.75 5</td><td>921,913.89 </td><td> sFT </td><td>0.99994137</td><td> -1 ' 17 59.0"</td></tr><tr><td>UTM 10 </td><td>4,047,892.696 </td><td>662,993.468</td><td> MT </td><td>0.99992732</td><td> +1 ' 05 06.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99993562 x 0.99994137 = 0.99987699 <br> <b>UTM 10 </b> 0.99993562 x 0.99992732 = 0.99986294 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> BICKMORE AZ MK </td><td>331° 16' 33.0"</td></tr><tr><td>UTM 10 </td><td> BICKMORE AZ MK </td><td>328° 53' 27.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8091</td><td>BICKMORE RM 1 </td><td> 15.501 METERS</td><td>010° 02' </td></tr><tr><td>DA8092</td><td>BICKMORE RM 2 </td><td> 13.062 METERS</td><td>299° 03' </td></tr><tr><td>DA8090</td><td>BICKMORE AZ MK </td><td> </td><td>329° 58' 34.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 33 45.26373(N) 121 10 42.91944(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 36 33 45.41051(N) 121 10 39.20015(W) AD( ) 3 <br> NGVD 29 (07/19/86) 442.0 (m) 1450. (f) VERT ANG <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: 10SFF6299347893(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 THIS POSITION IS CONSISTENT WITH ADJUSTED DATA EAST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING EAST OF THE FAULT ZONE. <p>SEE STATION BICKMORE GU3530BITTERhttp://www.geocaching.com/mark/details.asp?PID=GU3530BITTERGeocacheGeocacheBITTERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BITTER</h1> <b> PID </b> GU3530 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> ROCK SPRING PEAK (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 24 59.98897(N) 120 58 54.91124(W) ADJUSTED <br> <b> NAVD 88 </b> 838.8 (meters) 2752. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.39 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.73 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 622,041.574 1</td><td>822,269.504</td><td> MT </td><td>0.99994739</td><td> -1 ' 10 56.6"</td></tr><tr><td>SPC CA 4 </td><td>2,040,814.73 5</td><td>978,562.53 </td><td> sFT </td><td>0.99994739</td><td> -1 ' 10 56.6"</td></tr><tr><td>UTM 10 </td><td>4,032,056.245 </td><td>680,934.327</td><td> MT </td><td>1.00000336</td><td> +1 ' 11 54.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99987350 x 0.99994739 = 0.99982090 <br> <b>UTM 10 </b> 0.99987350 x 1.00000336 = 0.99987686 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> BITTER AZ MK </td><td>212° 42' 11.3"</td></tr><tr><td>UTM 10 </td><td> BITTER AZ MK </td><td>210° 19' 20.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8107</td><td>BITTER RM 1 </td><td> 8.768 METERS</td><td>077° 40' </td></tr><tr><td>DA8108</td><td>BITTER RM 2 </td><td> 8.050 METERS</td><td>172° 11' </td></tr><tr><td>GU3638</td><td>BITTER AZ MK </td><td>APPROX. 4.1 KM</td><td>211° 31' 14.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 24 59.98775(N) 120 58 54.90585(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 25 00.12441(N) 120 58 51.23571(W) AD( ) 2 <br> NGVD 29 (07/19/86) 837.8 (m) 2749. (f) VERT ANG <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: 10SFF8093432056(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 SEE STATION BITTER <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. GU4287BITTER 1944http://www.geocaching.com/mark/details.asp?PID=GU4287BITTER 1944GeocacheGeocacheBITTER 1944CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BITTER 1944</h1> <b> PID </b> GU4287 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> ROCK SPRING PEAK (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 25 00. (N) 120 58 55. (W) SCALED <br> <b> NAVD 88 </b> 838.83 (+/-2cm) 2752.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.73 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 622,040. </td><td> 1,822,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 837.80 (m) 2748.7 (f) LEVELING 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: 10SFF809320(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1963 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS) STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH RIDGE TO THE N OF THE N END OF BITTERWATER VALLEY, ABOUT 9 MILES (AIR LINE) SE OF SAN BENITO, 11 MILES NNW OF LONOAK, AND 3-1/2 MILES N OF BITTERWATER. <p>STATION MARK IS A BRONZE STATION DISK WELDED ON THE TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 2 INCHES AND IS ON THE HIGHEST POINT OF THE RIDGE. IT IS STAMPED BITTER 1944. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 3 INCHES AND IS THE SAME HEIGHT AS THE STATION MARK. IT IS STAMPED BITTER NO 1 1944. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 3 INCHES AND IS 6 INCHES LOWER THAN THE STATION MARK. IT IS STAMPED BITTER NO 2 1944. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES. IT IS 0.4 MILE N OF BITTERWATER, AT THE POINT WHERE THE ROAD BENDS RIGHT, 30 FEET W OF THE CENTER LINE OF THE ROAD, 3 FEET N OF A 4- BY 4-INCH WHITE WOODEN WITNESS POST, AND 1/2 FOOT E OF A FENCELINE. IT IS STAMPED BITTER 1944. <p>TO REACH STATION FROM BITTERWATER, GO N ON STATE HIGHWAY 25 FOR 0.4 MILE TO WHERE THE ROAD TURNS RIGHT (THE AZIMUTH MARK IS ON THE LEFT SIDE OF THE ROAD). CONTINUE 1.7 MILES TO A ROAD LEADING RIGHT AT SIGN ALPINE MINE 28 MI., TURN RIGHT AND GO 2.2 MILES TO THE TOP OF A GRADE, TURN SHARP LEFT THROUGH A WIRE GATE AND FOLLOW A TRACK ROAD 0.55 MILE TO A FORK. TAKE THE RIGHT FORK ACROSS A SMALL DRAW AND GO 0.2 MILE TO A NW FENCE CORNER AND THE END OF TRUCK TRAVEL. FROM HERE PACK UP A GRASSY RIDGE W AND N, KEEPING ON THE LEFT SIDE OF A DRAW, TO THE TOP OF THE RIDGE, THENCE NW TO THE HIGHEST POINT AND THE STATION. A 30-MINUTE PACK. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS. A DIFFERENCE IN DIRECTION WAS NOTED TO THE AZIMUTH MARK. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. <p>THE STATION IS ON THE HIGHEST PART OF A HIGH HILL, WHICH HAS TWO OAK TREES ON THE TOP. IT IS ON THE SOUTHEAST END OF BUCKS RIDGE, WERE IT BEGINS TO DROP DOWN TO A PASS WHERE A ROAD GOES INTO SAN BENITO VALLEY. IT IS ABOUT 8-1/2 MILES SOUTHEAST OF THE VILLAGE OF SAN BENITO, 11 MILES NORTH-NORTHWEST OF LONOAK AND 3 MILES NORTH-NORTHEAST OF THE VILLAGE OF BITTERWATER. <p>TO REACH FROM THE POST OFFICE IN PAICINES JUNCTION. GO SOUTHERLY ON STATE HIGHWAY 25 FOR 12.8 MILES TO THE BEAR VALLEY GUARD STATION AND SIGN BEAR VALLEY STATION ON THE RIGHT. CONTINUE SOUTHERLY ON STATE HIGHWAY 25 FOR 7.9 MILES TO A SIDE ROAD LEFT AND SIGN SAN BENITO 1. CONTINUE SOUTHERLY ON STATE HIGHWAY 25 FOR 8.0 MILES TO A SIDE ROAD LEFT AT SIGN HERNANDEZ 13. (TO REACH THE AZIMUTH MARK, CONTINUE SOUTHERLY ON STATE HIGHWAY 25 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AND TRIANGULATION STATION BITWA ON THE LEFT, 0.4 MILE BEFORE REACHING THE VILLAGE OF BITTERWATER.) TURN LEFT, EASTERLY ON PAVED ROAD FOR 3.0 MILES TO A PAVED ROAD LEFT, JUST BEFORE REACHING THE BOTTOM OF THE GRADE. TURN LEFT, NORTHWEST, PAVED ROAD WHICH LATER BECOMES GRAVEL FOR 3.05 MILES TO A FORK, JUST AFTER CROSSING A CATTLE GUARD. TAKE THE LEFT FORK, UP HILL ON GRADED ROAD FOR 0.55 MILE TO A FORK. TAKE THE RIGHT FORK, MAIN ROAD FOR 0.7 MILE TO A FORK AT THE CREST OF THE RIDGE. TAKE THE LEFT FORK, LEAVING THE MAIN ROAD, ALONG THE TOP OF RIDGE FOR 0.85 MILE TO A SIDE ROAD LEFT. TURN LEFT, DOWN HILL ON TRACK ROAD FOR 0.1 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR 0.75 MILE TO THE HIGHEST PART OF THE HILL AND STATION AT TWO OAK TREES. <p>STATION MARK IS A STANDARD DISK, STAMPED BITTER 1944, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6 INCHES. IT IS 32 FEET WEST OF A TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE, 21 FEET NORTHWEST OF A TREE WITH A WITNESS SIGN NAILED TO THE NORTH SIDE OF THE TREE AND 48 FEET EAST AND 2 FEET LOWER THAN THE HIGHEST POINT OF THE HILL. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BITTER NO 1 1944, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES. IT IS 8 FEET NORTHWEST OF THE TRIANGLE BLAZED TREE AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BITTER NO 2 1944, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 8 INCHES. IT IS 9 FEET SOUTHWEST OF THE TREE WITH THE WITNESS SIGN NAILED TO IT AND ABOUT THE SAME ELEVATION AS THE STATION. <p>AZIMUTH MARK IS A STANDARD DISK, STAMPED BITTER 1944, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH. IT IS 46 FEET NORTH-NORTHEAST OF A POWERLINE POLE, 37.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 25, 11.5 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST AND 63.12 FEET WEST OF TRIANGULATION STATION BITWA. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE STABLE AT THIS TIME. <p>A DISCREPANCY WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK NUMBER 1. THE DIRECTION WAS RE-OBSERVED AND FOUND TO BE CORRECT. DUE TO THE ROUTE BEING CHANGED TO THE STATION A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ON THE HIGHEST PART OF THE HILL TO THE NORTH OF THE NORTH END OF BITTERWATER VALLEY, ABOUT 9 MILES SOUTHEAST OF SAN BENITO, 11 MILES NORTH-NORTHWEST OF LONOAK AND 3-1/2 MILES NORTH OF BITTERWATER. <p>TO REACH THE STATION FROM THE T-INTERSECTION IN BITTERWATER, GO NORTH ON STATE HIGHWAY 25 FOR 0.4 MILE TO WHERE THE HIGHWAY TURNS RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON HIGHWAY 25 FOR 1.7 MILES TO A MACADAM SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON THE MACADAM ROAD FOR 3.15 MILES TO A MACADAM ROAD LEFT, TURN LEFT AND GO NORTH ON THE MACADAM AND GRAVELED ROAD FOR 3.2 MILES TO A CATTLE GUARD, CONTINUE ON THE GRAVELED ROAD FOR 0.1 MILE TO A DIRT ROAD LEFT, TURN LEFT AND GO UP HILL FOR ABOUT 150 FEET TO A LOCK CABLE, CONTINUE UP HILL ON THE MAIN TRACK ROAD FOR 1.35 MILES TO A FORK, TURN LEFT AND GO ABOUT 50 FEET THENCE LEFT ON THE DIM TRACK ROAD FOR 0.85 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO A FORK, CONTINUE ON THE LEFT FORK AND GO 0.05 MILE TO A WIRE GATE, PASS THROUGH THE WIRE GATE AND CONTINUE ON THE DIM ROAD FOR 0.75 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED. <p>THE STATION MARK IS A STANDARD DISK STAMPED BITTER 1944, BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE. IT IS 21.3 FEET EAST OF A 12-INCH OAK TREE WITH WITNESS SIGN. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED BITTER NO 1 1944, BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 31.7 FEET NORTHEAST OF THE OAK TREE AND WITNESS SIGN. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED BITTER NO 2 1944, BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 5.8 FEET NORTH OF THE OAK TREE AND WITNESS SIGN. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED BITTER 1944, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 2.0 FEET NORTH OF A WITNESS POST, 11.5 FEET EAST OF A FENCE LINE, 36.5 FEET WEST OF THE CENTERLINE OF HIGHWAY 25 AND 63.125 FEET WEST OF TRIANGULATION STATION BITWA 1962. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GU3638BITTER AZ MKhttp://www.geocaching.com/mark/details.asp?PID=GU3638BITTER AZ MKGeocacheGeocacheBITTER AZ MKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BITTER AZ MK</h1> <b> PID </b> GU3638 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TOPO VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 23 07.36240(N) 121 00 20.33299(W) ADJUSTED <br> <b> NAVD 88 </b> 461. (meters) 1512. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.96 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.89 (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> 618,615.081 1</td><td>820,069.467</td><td> MT </td><td>0.99994952</td><td> -1 ' 11 47.6"</td></tr><tr><td>SPC CA 4 </td><td>2,029,572.98 5</td><td>971,344.58 </td><td> sFT </td><td>0.99994952</td><td> -1 ' 11 47.6"</td></tr><tr><td>UTM 10 </td><td>4,028,541.158 </td><td>678,878.397</td><td> MT </td><td>0.99999425</td><td> +1 ' 11 00.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99993281 x 0.99994952 = 0.99988234 <br> <b>UTM 10 </b> 0.99993281 x 0.99999425 = 0.99992706 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 23 07.36033(N) 121 00 20.32245(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 23 07.48015(N) 121 00 16.63409(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: 10SFF7887828541(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 SEE STATION BITWA GU3636BITWAhttp://www.geocaching.com/mark/details.asp?PID=GU3636BITWAGeocacheGeocacheBITWACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BITWA</h1> <b> PID </b> GU3636 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TOPO VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 23 07.32472(N) 121 00 19.56252(W) ADJUSTED <br> <b> NAVD 88 </b> 461.07 (+/-2cm) 1512.7 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.97 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.89 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD ? (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> 618,613.519 1</td><td>820,088.640</td><td> MT </td><td>0.99994952</td><td> -1 ' 11 47.1"</td></tr><tr><td>SPC CA 4 </td><td>2,029,567.85 5</td><td>971,407.48 </td><td> sFT </td><td>0.99994952</td><td> -1 ' 11 47.1"</td></tr><tr><td>UTM 10 </td><td>4,028,540.394 </td><td>678,897.619</td><td> MT </td><td>0.99999433</td><td> +1 ' 11 00.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99993281 x 0.99994952 = 0.99988233 <br> <b>UTM 10 </b> 0.99993281 x 0.99999433 = 0.99992714 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> BITWA AZ MK </td><td>024° 01' 13.1"</td></tr><tr><td>UTM 10 </td><td> BITWA AZ MK </td><td>021° 38' 25.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8109</td><td>BITWA AZ MK </td><td> </td><td>022° 49' 26.0"</td></tr><tr><td>DA8110</td><td>BITWA RM 1 </td><td> 10.537 METERS</td><td>154° 27' </td></tr><tr><td>GU3638</td><td>BITTER AZ MK </td><td> 19.238 METERS</td><td>273° 28' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 23 07.32264(N) 121 00 19.55188(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 23 07.46009(N) 121 00 15.87838(W) AD( ) 2 <br> NGVD 29 (07/19/86) 460.05 (m) 1509.3 (f) LEVELING 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: 10SFF7889828540(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 THIS POSITION IS CONSISTENT WITH ADJUSTED DATA EAST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING EAST OF THE FAULT ZONE. <p>SEE STATION BITWA GU4298BITWA 1962http://www.geocaching.com/mark/details.asp?PID=GU4298BITWA 1962GeocacheGeocacheBITWA 1962CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BITWA 1962</h1> <b> PID </b> GU4298 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TOPO VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 23 07. (N) 121 00 20. (W) SCALED <br> <b> NAVD 88 </b> 461.07 (+/-2cm) 1512.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.89 (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> 618,600. </td><td> 1,820,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 460.05 (m) 1509.3 (f) LEVELING 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: 10SFF788285(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE 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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION IS LOCATED ABOUT 14.0 MILES NORTH NORTHEAST OF KING CITY, 9.5 MILES SOUTHEAST OF SAN BENITO AND 0.4 MILE NORTHWEST OF BITTERWATER JUNCTION ON THE EAST SIDE OF STATE HIGHWAY 25 AND ON HIGHWAY RIGHT-OF-WAY. <p>STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN TRES PINOS, GO SOUTHEASTERLY, ON STATE HIGHWAY 25 FOR 5.15 MILES TO PAICINES JUNCTION. CONTINUE, SOUTHERLY, ON STATE HIGHWAY 25 FOR 31.4 MILES TO THE AZIMUTH MARK ON THE WEST SIDE OF HIGHWAY. CONTINUE SOUTHERLY 0.4 MILE TO STATION AT CURVE ON THE EAST SIDE OF THE HIGHWAY. STATION IS 0.4 MILE NORTHWEST OF BITTERWATER JUNCTION. <p>STATION, STAMPED BITWA 1962, IS A STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND. IT IS 126.0 FEET SOUTH SOUTHEAST OF THE SOUTH CORNER OF OLD BARN, 79.0 FEET NORTHEAST OF A POWER POLE IN FENCE CORNER, 28.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 25, 24.0 FEET SOUTHEAST OF FENCE CORNER, 3.9 FEET WEST OF FENCE LINE AND 3.7 FEET EAST OF A STANDARD METAL WITNESS POST. <p>R.M. 1, STAMPED BITWA NO 1 1962, IS A STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. IT IS 40.0 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 25, 1.5 FEET WEST OF FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION. <p>BITTER 1944 AZIMUTH MARK, STAMPED BITTER 1944 IS A STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 46.0 FEET NORTH NORTHEAST OF POWER LINE POLE IN FENCE CORNER, 37.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 25, 11.5 FEET EAST OF FENCE LINE, 2.0 FEET NORTH OF WOODEN WITNESS POST AND 0.6 FOOT ABOVE STATION ELEVATION. <p>AZIMUTH MARK, STAMPED BITWA 1962, IS A STANDARD USC AND GS BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND. IT IS 28.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 25, 2.6 FEET SOUTHWEST OF POWER LINE POLE, 1.6 FEET NORTHWEST OF STANDARD METAL WITNESS POST AND 1.0 FOOT EAST OF FENCE LINE. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 STATION AND BITTER AZIMUTH MARK (R.M. 2) FOUND AS DESCRIBED. R.M. 1 HAS BEEN STRUCK AND DISK BROKEN OFF. POST WITH SHANK OF DISK ARE SOLIDLY IN PLACE. THE AZIMUTH MARK FOUND OK. OLD POWER POLE HAS BEEN REPLACED AND CHANGE 2.6 FEET SW OF POWERLINE POLE TO READ, 130 FEET SW OF A POWER POLE. GU3605BOLSAhttp://www.geocaching.com/mark/details.asp?PID=GU3605BOLSAGeocacheGeocacheBOLSACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOLSA</h1> <b> PID </b> GU3605 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> THREE SISTERS (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 52 42.14288(N) 121 15 49.71048(W) ADJUSTED <br> <b> NAVD 88 </b> 947.9 (meters) 3110. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.10 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.47 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 673,819.583 1</td><td>798,202.814</td><td> MT </td><td>0.99995044</td><td> -1 ' 21 02.0"</td></tr><tr><td>SPC CA 4 </td><td>2,210,689.75 5</td><td>899,603.73 </td><td> sFT </td><td>0.99995044</td><td> -1 ' 21 02.0"</td></tr><tr><td>SPC CA 3 </td><td> 542,270.893 1</td><td>931,901.739</td><td> MT </td><td>1.00004424</td><td> -0 ' 28 03.5"</td></tr><tr><td>SPC CA 3 </td><td>1,779,100.42 6</td><td>338,247.62 </td><td> sFT </td><td>1.00004424</td><td> -0 ' 28 03.5"</td></tr><tr><td>UTM 10 </td><td>4,082,787.175 </td><td>654,731.885</td><td> MT </td><td>0.99989496</td><td> +1 ' 02 31.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99985635 x 0.99995044 = 0.99980680 <br> <b>SPC CA 3 </b> 0.99985635 x 1.00004424 = 0.99990059 <br> <b>UTM 10 </b> 0.99985635 x 0.99989496 = 0.99975133 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> FREMONT PEAK TV STA KSBW MAST </td><td>238° 56' 57.3"</td></tr><tr><td>SPC CA 3 </td><td> FREMONT PEAK TV STA KSBW MAST </td><td>238° 03' 58.8"</td></tr><tr><td>UTM 10 </td><td> FREMONT PEAK TV STA KSBW MAST </td><td>236° 33' 23.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8129</td><td>BOLSA RM 1 </td><td> 8.818 METERS</td><td>133° 51' </td></tr><tr><td>DA8130</td><td>BOLSA RM 2 </td><td> 5.306 METERS</td><td>235° 52' </td></tr><tr><td>GU3813</td><td>FREMONT PEAK TV STA KSBW MAST </td><td>APPROX.25.3 KM</td><td>237° 35' 55.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 52 42.14867(N) 121 15 49.70989(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 52 42.34263(N) 121 15 45.98437(W) AD( ) 2 <br> NGVD 29 (07/19/86) 947.0 (m) 3107. (f) VERT ANG <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: 10SFF5473282787(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <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) THE STATION IS ABOUT 8 MILES EAST-NORTHEAST OF HOLLISTER, 6-1/2 MILES NORTH-NORTHEAST OF TRES PINOS, 3-1/2 MILES WEST OF QUIEN SABE CREEK, ON THE SUMMIT OF SANTA ANA MOUNTAIN, A SQUARE SHAPED, ROCKY BUTTE, HAVING SCATTERED TREES AND DENSE BRUSH ON THE TOP AND ON LAND OWNED BY THE QUIEN SABE RANCH. <p>TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAY 25 AND QUIEN SABE ROAD, IN TRES PINOS GO NORTHEASTERLY ON QUIEN SABE ROAD FOR 8.15 MILES TO A FORK AT A SIGN QUIEN SABE MILL. TAKE THE RIGHT FORK AND GO 0.5 MILE TO A CATTLE GUARD AT A T-ROAD AND THE END OF THE PAVEMENT. TURN LEFT AND GO 2.55 MILES TO A FORK AT THE QUIEN SABE MILL. TAKE THE LEFT FORK AND GO 0.15 MILE TO A GATE. PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD, PASSING TO THE LEFT OF THE MILL BUILDINGS, FOR 0.15 MILE TO A GATE ON THE LEFT AT THE END OF A LANE. TURN LEFT, PASS THROUGH THE GATE AND GO 0.2 MILE TO A POINT WHERE THE LANE TURNS RIGHT AT A GATE. TURN RIGHT, PASS THROUGH THE GATE, THENCE LEFT ALONG A FENCE FOR 0.05 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD 0.25 MILE TO A GATE. PASS THROUGH THE GATE, THENCE LEFT, CROSSING A DITCH FOR 0.6 MILE TO A GATE. (A 4-WHEEL DRIVE VEHICLE NEEDED FROM THIS POINT) PASS THROUGH THE GATE, BEAR RIGHT AND FOLLOW THE MAIN TRACK ROAD FOR 1.25 MILES TO A GATE. PASS THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD FOR 1.25 MILES TO A FORK AT A SPRING. TAKE THE LEFT FORK AND GO 0.2 MILE TO A WATER TROUGH AND A SALT LICK. TURN RIGHT AND FOLLOW A DIM TRACK ROAD FOR 0.3 MILE TO THE END OF TRUCK TRAVEL. FROM THIS POINT PACK WEST THENCE NORTHERLY FOR ABOUT 30 MINUTES TO THE STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED BOLSA 1962 CEMENTED IN A 3 BY 6 FOOT ROCK OUTCROP PROJECTING 1 FOOT. THE STATION SITE IS COMPLETELY SURROUNDED BY TREES AND BRUSH AND CLEARING WAS REQUIRED ON ALL LINES. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOLSA NO 1 1962 CEMENTED IN A DRILL HOLE IN A 9 BY 10 FOOT ROCK OUTCROP PROJECTING 10 INCHES. IT IS ABOUT 3 FEET LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOLSA NO 2 1962 CEMENTED IN A DRILL HOLE IN A 2 BY 2-1/2 FOOT ROCK OUTCROP PROJECTING 8 INCHES. IT IS AT ABOUT THE SAME ELEVATION AS THE STATION. <p>THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK. GU3553BONITOhttp://www.geocaching.com/mark/details.asp?PID=GU3553BONITOGeocacheGeocacheBONITOCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BONITO</h1> <b> PID </b> GU3553 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PANOCHE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 32 40.79033(N) 120 52 23.63409(W) ADJUSTED <br> <b> NAVD 88 </b> 1078.4 (meters) 3538. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -4.11 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.45 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 636,046.393 1</td><td>832,291.951</td><td> MT </td><td>0.99994176</td><td> -1 ' 07 03.2"</td></tr><tr><td>SPC CA 4 </td><td>2,086,762.21 6</td><td>011,444.51 </td><td> sFT </td><td>0.99994176</td><td> -1 ' 07 03.2"</td></tr><tr><td>UTM 10 </td><td>4,046,466.757 </td><td>690,366.684</td><td> MT </td><td>1.00004650</td><td> +1 ' 16 00.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99983588 x 0.99994176 = 0.99977764 <br> <b>UTM 10 </b> 0.99983588 x 1.00004650 = 0.99988237 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> BONITO AZ MK </td><td>066° 27' 29.5"</td></tr><tr><td>UTM 10 </td><td> BONITO AZ MK </td><td>064° 04' 26.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3552</td><td>BUCK USGS 1962 </td><td> 10.216 METERS</td><td>007° 55' </td></tr><tr><td>DA8133</td><td>BONITO AZ MK </td><td> </td><td>065° 20' 26.3"</td></tr><tr><td>DA8134</td><td>BONITO RM 1 </td><td> 5.172 METERS</td><td>323° 04' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 32 40.79907(N) 120 52 23.63651(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 32 40.96317(N) 120 52 19.98797(W) AD( ) 2 <br> NGVD 29 (07/19/86) 1077.4 (m) 3535. (f) VERT ANG <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: 10SFF9036746467(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <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 LOCATED, AIRLINE, ABOUT 5 MILES SOUTHEAST OF THE VILLAGE OF LLANADA, 4-1/4 MILES SOUTHWEST OF PANOCHE, ON THE SUMMIT OF BUCK PEAK, A PROMINENT DOUBLE TOPPED PEAK OF 3534 FEET ELEVATION. THE STATION IS ON THE SOUTHEAST ONE OF THE TWO POINTS WHICH HAS A LARGE, LONE PINE TREE THAT IS BARE ABOUT HALF WAY UP AND VERY BUSHY ON TOP. <p>TO REACH THE STATION FROM THE VILLAGE OF LLANADA, WHICH IS 30 MILES SOUTHWEST OF FIREBAUGH, GO EAST ON THE MAIN ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT. CONTINUE EAST FOR 1.0 MILE TO THE PANOCHE SCHOOL ON THE LEFT. CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT, A BOARD GATE AND AN OLD BARN. TURN RIGHT, THROUGH GATE, AND GO 1.0 MILE TO A WIRE GATE. PASS THROUGH AND TAKE THE CENTER ONE OF THREE ROADS, ALONG A TELEPHONE LINE, FOR 0.5 MILE TO A FORK. TAKE THE LEFT FORK AND GO 0.05 MILE TO A LEFT FORK LEADING OFF THE MAIN ROAD ABOUT 1/4 MILE BEFORE REACHING OLD FARM BUILDINGS. TAKE THE LEFT FORK AND GO 0.1 MILE TO A BOARD GATE. PASS THROUGH, BEAR LEFT AND FOLLOW TRACK ROAD FOR 0.2 MILE TO A FORK. TAKE THE RIGHT FORK, SOUTH, AND GO 1.0 MILE TO A WIRE GATE AT A T FENCE. PASS THROUGH AND CONTINUE FOR 1.0 MILE TO A WIRE GATE WITH A LOCKED CABLE ACROSS IT (SEE BELOW FOR INFORMATION ON KEY). PASS THROUGH AND CONTINUE FOR 0.65 MILE TO A FORK. TAKE THE RIGHT FORK FOR 0.05 MILE TO A FORK. TAKE THE LEFT FORK FOR 0.35 MILE TO A FORK. TO REACH THE AZIMUTH MARK FROM HERE, TAKE THE LEFT FORK AND FOLLOW TRACK ROAD EASTERLY FOR 0.4 MILE TO THE SECOND KNOLL AND THE AZIMUTH MARK AS DESCRIBED. AT THE TURN OFF TO THE AZIMUTH MARK, TAKE THE RIGHT FORK, MAIN ROAD, SOUTHWEST, AND GO 0.25 MILE TO A FORK IN A SADDLE. TAKE THE RIGHT FORK FOR 0.6 MILE TO A SIDE ROAD RIGHT, DOWNGRADE, IN A SADDLE. CONTINUE AHEAD ON ROAD UP AND AROUND SIDE OF HILL FOR 0.75 MILE TO SUMMIT AND STATION. <p>THE TRACK ROAD FROM THE PAVED ROAD CANNOT BE DRIVEN IN WET WEATHER. A FOUR WHEEL DRIVE TRUCK IS REQUIRED TO DRIVE THE STATION. TO OBTAIN A KEY FOR LOCKED GATE, CONTINUE EAST FROM BOARD GATE AT OLD BARN, ON PAVED ROAD, FOR 1.45 MILE TO FORK AND SIGN NEW IDRIA MINE. TURN RIGHT, SOUTHERLY, AND GO 7.2 MILES TO MR. MC DONALDS HOUSE ON THE RIGHT. KEY NUMBER IS 3379. <p>STATION MARK IS A STANDARD DISK, STAMPED BONITO 1962, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND. IT IS IN THE CENTER OF A CLEARED OFF AREA ON THE HIGHEST PART OF THE PEAK, 32.5 FEET SOUTHEAST OF A 14 INCH PINE TREE AND 13.1 FEET WEST OF A METAL WITNESS POST. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BONITO NO 1 1962, CEMENTED IN A DRILL HOLE IN A 14 INCH SQUARE CONCRETE FOOTING USED IN THE PAST FOR A BUILDING. IT IS FLUSH WITH THE GROUND, 1 FOOT LOWER THAN THE STATION AND 23.0 FEET SOUTH OF THE PINE TREE. <p>BUCK (USGS) IS A U.S. GEOLOGICAL DISK, STAMPED BUCK 1955 1908, CEMENTED IN A DRILL HOLE IN A 10 BY 14 INCH BOULDER PROJECTING 4 INCHES. IT IS 2 FEET LOWER THAN THE STATION AND 1.3 FEET NORTH OF THE PINE TREE. <p>AZIMUTH MARK IS A STANDARD DISK, STAMPED BONITO 1962, CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER THAT PROJECTS 3 FEET. IT IS ABOUT 15 FEET SOUTH OF THE HIGHEST PART OF THE KNOLL AND 3.5 FEET WEST OF A METAL WITNESS POST. GU3577BOULDERhttp://www.geocaching.com/mark/details.asp?PID=GU3577BOULDERGeocacheGeocacheBOULDERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOULDER</h1> <b> PID </b> GU3577 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PANOCHE PASS (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 38 47.13090(N) 121 05 57.66419(W) ADJUSTED <br> <b> NAVD 88 </b> 806.4 (meters) 2646. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.16 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.41 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 647,754.174 1</td><td>812,297.624</td><td> MT </td><td>0.99994083</td><td> -1 ' 15 08.8"</td></tr><tr><td>SPC CA 4 </td><td>2,125,173.49 5</td><td>945,846.45 </td><td> sFT </td><td>0.99994083</td><td> -1 ' 15 08.8"</td></tr><tr><td>UTM 10 </td><td>4,057,332.711 </td><td>669,901.107</td><td> MT </td><td>0.99995564</td><td> +1 ' 08 05.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99987855 x 0.99994083 = 0.99981939 <br> <b>UTM 10 </b> 0.99987855 x 0.99995564 = 0.99983419 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> BOULDER AZ MK </td><td>154° 01' 30.0"</td></tr><tr><td>UTM 10 </td><td> BOULDER AZ MK </td><td>151° 38' 16.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3578</td><td>CALL MOUNTAIN LOOKOUT HOUSE </td><td>APPROX. 4.1 KM</td><td>137° 52' 21.1"</td></tr><tr><td>DA8143</td><td>BOULDER AZ MK </td><td> </td><td>152° 46' 21.2"</td></tr><tr><td>DA8144</td><td>BOULDER RM 1 </td><td> 9.442 METERS</td><td>226° 06' </td></tr><tr><td>DA8145</td><td>BOULDER RM 2 </td><td> 10.227 METERS</td><td>320° 44' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 38 47.13499(N) 121 05 57.66261(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 38 47.30945(N) 121 05 53.96925(W) AD( ) 2 <br> NGVD 29 (07/19/86) 805.4 (m) 2642. (f) VERT ANG <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: 10SFF6990157333(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <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) THE STATION IS ABOUT 10-1/2 MILES WEST-NORTHWEST OF THE OLD VILLAGE OF LLANADA, 11-1/2 MILES EAST-SOUTHEAST OF PAICINES JUNCTION, 9-1/2 MILES NORTH OF SAN BENITO AND ABOUT 1 MILE SOUTH OF PANOCHE ROAD, ON THE SUMMIT OF A GRASSY KNOLL HAVING SCATTERED OAK TREES ON THE SUMMIT. <p>TO REACH THE STATION FROM THE POST OFFICE IN FIREBAUGH, GO WEST FOR 0.1 MILE, CROSS STATE HIGHWAY 33 AND CONTINUE WEST FOR 11.0 MILES TO A CROSSROADS AT THE ORO LOMA GIN. TURN LEFT AND GO SOUTH ON RUSSELL AVENUE FOR 5.1 MILES TO SHIELDS AVENUE. TURN RIGHT AND GO WEST ON SHIELDS AVENUE FOR 4.0 MILES TO A SLIGHT RIGHT ANGLE IN THE MAIN PAVED ROAD AT A HOUSE ON THE RIGHT. CONTINUE WESTERLY AND SOUTHWEST FOR 12.3 MILES TO MERCEY HOT SPRINGS ON THE RIGHT. CONTINUE STRAIGHT AHEAD FOR 7.25 MILES TO PANOCHE ROAD. TURN RIGHT AND GO WEST ON PANOCHE ROAD FOR 0.45 MILE TO A SERVICE STATION AND BAR ON THE LEFT. CONTINUE WEST FOR 13.5 MILES TO A GATE, AND A LOADING CHUTE AT A LEFT CURVE IN THE ROAD. TURN LEFT, PASS THROUGH THE GATE, CROSS A CONCRETE BRIDGE AND GO SOUTHERLY UP BOULDER CREEK CANYON ON A GRAVELED ROAD FOR 1.45 MILES TO A GATE. PASS THROUGH THE GATE AND CONTINUE UP THE CANYON FOR 0.25 MILE TO A T-JUNCTION. TURN SHARP RIGHT AND GO NORTHWESTERLY FOR 0.15 MILE TO A GATE AND THE AZIMUTH MARK ON THE LEFT. PASS THROUGH THE GATE AND CONTINUE NORTH-NORTHWEST FOR 0.35 MILE. AT THIS POINT LEAVE THE TRACK ROAD AND GO NORTHWEST UP A SLOPE TO THE STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED BOULDER 1962 SET IN THE TOP OF A 11 BY 11 INCH CONCRETE POST 8 INCHES BELOW THE GROUND SURFACE. IT IS 22.9 FEET EAST OF A FENCE, 32.5 FEET NORTHEAST OF A WITNESS POST, 21.5 FEET EAST OF A TREE HAVING A TRIANGULAR BLAZE ON THE EAST SIDE, 26.7 FEET NORTH OF A NOTCHED TREE AND 29.8 FEET NORTH-NORTHWEST OF A NOTCHED TREE. THE UNDERGROUND MARK IS 34 INCHES BELOW THE GROUND SURFACE. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOULDER NO 1 1962 SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 10 INCHES. IT IS 1 FOOT EAST OF THE FENCE, 1 FOOT NORTH OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOULDER NO 2 1962 SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 8 INCHES. IT IS 1 FOOT EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOULDER 1962 SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 12 INCHES. IT IS 2.7 FEET SOUTHWEST OF THE SOUTH GATE POST, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND 1.7 FEET NORTHEAST OF A WITNESS POST. <p>NOTE--IF THE GATE AT THE LOADING CHUTE IS LOCKED CONTINUE WESTERLY ON PANOCHE ROAD FOR 4.75 MILES TO THE HARRY STODDARD RANCH ON THE RIGHT WHERE A KEY CAN BE OBTAINED. GU3824BREENhttp://www.geocaching.com/mark/details.asp?PID=GU3824BREENGeocacheGeocacheBREENCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BREEN</h1> <b> PID </b> GU3824 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 50 38.83255(N) 121 35 43.06285(W) ADJUSTED <br> <b> NAVD 88 </b> 322.7 (meters) 1059. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.39 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.09 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 670,767.453 1</td><td>768,557.923</td><td> MT </td><td>0.99994799</td><td> -1 ' 32 54.0"</td></tr><tr><td>SPC CA 4 </td><td>2,200,676.22 5</td><td>802,343.79 </td><td> sFT </td><td>0.99994799</td><td> -1 ' 32 54.0"</td></tr><tr><td>SPC CA 3 </td><td> 538,763.304 1</td><td>902,304.293</td><td> MT </td><td>1.00005343</td><td> -0 ' 40 14.1"</td></tr><tr><td>SPC CA 3 </td><td>1,767,592.61 6</td><td>241,143.33 </td><td> sFT </td><td>1.00005343</td><td> -0 ' 40 14.1"</td></tr><tr><td>UTM 10 </td><td>4,078,501.060 </td><td>625,243.338</td><td> MT </td><td>0.99979324</td><td> +0 ' 50 32.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99995456 x 0.99994799 = 0.99990255 <br> <b>SPC CA 3 </b> 0.99995456 x 1.00005343 = 1.00000799 <br> <b>UTM 10 </b> 0.99995456 x 0.99979324 = 0.99974781 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> AUSTIN </td><td>245° 29' 54.4"</td></tr><tr><td>SPC CA 3 </td><td> AUSTIN </td><td>244° 37' 14.5"</td></tr><tr><td>UTM 10 </td><td> AUSTIN </td><td>243° 06' 27.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8154</td><td>BREEN RM 1 </td><td> 6.082 METERS</td><td>096° 54' </td></tr><tr><td>DA8155</td><td>BREEN RM 2 </td><td> 7.758 METERS</td><td>194° 26' </td></tr><tr><td>GU3825</td><td>AUSTIN </td><td>APPROX. 2.5 KM</td><td>243° 57' 00.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 50 38.82987(N) 121 35 43.05586(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 50 39.00819(N) 121 35 39.28196(W) AD( ) 2 <br> NGVD 29 (07/19/86) 321.8 (m) 1056. (f) VERT ANG <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: 10SFF2524378501(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (LDK) THIS STATION IS LOCATED 3.5 AIRMILES WEST OF SAN JUAN BAUTISTA AND 1.5 AIRMILES SOUTH-SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY 101 AND 156 IN SAN BENITO COUNTY. THE STATION IS ON THE WESTERLY EDGE OF A BARE EAST-WEST RIDGE AND EAST OF A NORTH-SOUTH FENCE LINE. IT IS ON THE LAND OF MR. JOSEPH BREEN. 1439 SAN BENITO STREET, HOLLISTER, CALIFORNIA. PHONE 637-5469. <p>TO REACH THE STATION FROM THE POST OFFICE IN SAN JUAN BAUTISTA, PROCEED WESTERLY ON MUCKLEMI STREET 0.5 MILE TO STATE HIGHWAY 156. PROCEED WEST ALONG STATE HIGHWAY FOR 2.2 MILES TO THE INTERSECTION OF STATE HIGHWAY 156, 101 IN SAN BENITO COUNTY. TRAVEL SOUTHERLY ON STATE HIGHWAY 101 FOR 1.4 MILES TO A MEDIAN CROSS-OVER AT ROCKS ROAD. TURN LEFT AND GO NORTHEASTERLY ALONG ROCKS ROAD FOR 1.0 MILE TO A DRIVEWAY ON THE RIGHT. TURN RIGHT AND GO SOUTHERLY, CROSSING A WOODEN BRIDGE FOR 0.01 MILE TO A GATE. PASS THROUGH GATE AND FOLLOW PAVED ROAD FOR 0.20 MILE TO A SECOND GATE. CONTINUE THROUGH GATE AND ONTO PAVED ROAD FOR 0.24 MILE TO A TRACK ROAD TO LEFT AT THE TOP OF A SMALL RISE. TURN LEFT AND GO EASTERLY ON GRADED TRACK ROAD FOR 0.23 MILE TO A WASH, CROSS WASH AND CONTINUE FOR 0.70 MILE TO A Y ON ROAD. TAKE THE RIGHT FORK OF ROAD AND WIND THROUGH A SMALL OAK FOREST ON THE TRACK ROAD FOR 0.14 MILE TO A SECOND Y IN THE ROAD. <p>TAKE THE LEFT FORK OF ROAD AND PROCEED UP HILL, FOLLOWING GRADED TRACK ROAD FOR 0.33 MILE TO TOP OF A GRASSY RIDGE. FOLLOW WESTERLY ALONG RIDGE LINE FOR 0.55 MILE TO THE STATION BY A FENCE LINE. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISKS STAMPED BREEN 1974. THE SURFACE MARK IS SET IN THE TOP OF A 14 INCH CONCRETE CYLINDER FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. STATION IS LOCATED 5 FEET EASTERLY OF A NORTH-SOUTH FENCE LINE. <p>REFERENCE MARK NO. 1 IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED BREEN NO. 1 1974, IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER, FLUSH WITH THE GROUND, AND 3.6 FEET BELOW THE LEVEL OF THE STATION. <p>REFERENCE MARK NO. 2, IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED BREEN NO. 2 1974, IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER FLUSH WITH THE GROUND, AND 2.3 FEET BELOW THE LEVEL OF THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS. GU3583BROWNShttp://www.geocaching.com/mark/details.asp?PID=GU3583BROWNSGeocacheGeocacheBROWNSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BROWNS</h1> <b> PID </b> GU3583 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHERRY PEAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 44 17.52910(N) 121 13 23.48747(W) ADJUSTED <br> <b> NAVD 88 </b> 695.7 (meters) 2282. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.89 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.62 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 658,184.722 1</td><td>801,462.795</td><td> MT </td><td>0.99994268</td><td> -1 ' 19 34.8"</td></tr><tr><td>SPC CA 4 </td><td>2,159,394.38 5</td><td>910,299.19 </td><td> sFT </td><td>0.99994268</td><td> -1 ' 19 34.8"</td></tr><tr><td>UTM 10 </td><td>4,067,302.606 </td><td>658,641.134</td><td> MT </td><td>0.99991006</td><td> +1 ' 03 46.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99989594 x 0.99994268 = 0.99983863 <br> <b>UTM 10 </b> 0.99989594 x 0.99991006 = 0.99980601 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CALLENS </td><td>147° 02' 54.9"</td></tr><tr><td>UTM 10 </td><td> CALLENS </td><td>144° 39' 33.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8158</td><td>BROWNS RM 1 </td><td> 8.282 METERS</td><td>035° 52' </td></tr><tr><td>GU3578</td><td>CALL MOUNTAIN LOOKOUT HOUSE </td><td>APPROX.19.1 KM</td><td>133° 41' 48.9"</td></tr><tr><td>GU3586</td><td>CALLENS </td><td>APPROX. 7.9 KM</td><td>145° 43' 20.1"</td></tr><tr><td>DA8159</td><td>BROWNS RM 2 </td><td> 8.568 METERS</td><td>298° 11' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 44 17.53207(N) 121 13 23.48543(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 44 17.67712(N) 121 13 19.74678(W) AD( ) 2 <br> NGVD 29 (07/19/86) 694.8 (m) 2280. (f) VERT ANG <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: 10SFF5864167303(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 SEE STATION BROWNS <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. GU4290BROWNS 1944http://www.geocaching.com/mark/details.asp?PID=GU4290BROWNS 1944GeocacheGeocacheBROWNS 1944CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BROWNS 1944</h1> <b> PID </b> GU4290 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHERRY PEAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 18. (N) 121 13 24. (W) SCALED <br> <b> NAVD 88 </b> 695.75 (+/-2cm) 2282.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.62 (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> 658,200. </td><td> 1,801,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 694.80 (m) 2279.5 (f) LEVELING 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: 10SFF586673(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1946 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EBB) STATION IS ON W END OF AN E-W RIDGE W OF BROWNS VALLEY, ABOUT 3-1/2 MILES AIRLINE E FROM PAICINES, 7 MILES AIRLINE SE FROM TRES PINOS, ABOUT 3 MILES AIRLINE SW FROM BUENO VISTA, ON HIGHEST POINT OF THE RIDGE IN FENCED-IN PASTURE LAND. STATION MARK A BRONZE DISK, STAMPED BROWNS 1944, WELDED TO A 3-INCH PIPE PROJECTING 4 INCHES. UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE. <p>REFERENCE MARK 1 IS A BRONZE DISK, STAMPED BROWNS NO 1 1944, WELDED TO A 3-INCH PIPE PROJECTING 6 INCHES. ABOUT LEVEL WITH THE STATION. <p>REFERENCE MARK 2 IS A BRONZE DISK, STAMPED BROWNS NO 2 1944, WELDED TO A 3-INCH PIPE PROJECTING 4 INCHES. ABOUT LEVEL WITH THE STATION. <p>STATION CROSS WILL SERVE FOR THE AZIMUTH MARK. LOCATED 12 FEET FROM A LARGE CROSS ON THE TOP OF A CONICAL PEAK ABOUT 10 MILES AIRLINE WSW FROM SAN BENITO, AND ABOUT 1-1/2 MILES E FROM JUNGLE INN. FOR FURTHER INFORMATION, SEE DESCRIPTION FOR CROSS 1944. <p>TO REACH FROM THE T-JUNCTION IN PAICINES GO E ON THE PAVED ROAD FOR 2.5 MILES TO ROAD LEFT AT SIGN BROWNS VALLEY, TURN LEFT AND GO 2.2 MILES. KEEP RIGHT FORK FOR 0.4 MILE, KEEP RIGHT FORK FOR 0.2 MILE, KEEP LEFT FORK FOR 0.85 MILE TO FEEDING LOTS AND ABANDONED FARM BUILDINGS. FROM THIS POINT, PACK W ACROSS CULTIVATED FIELD TOWARD THE HIGHEST POINT ON BARE RIDGE, THENCE PACK TO THE EXTREME W END OF RIDGE AND HIGHEST POINT AND STATION. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED, DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS. <p>STATION IS NEAR THE WEST END OF AN EAST-WEST RIDGE. IT IS ABOUT 3-1/2 MILES EAST OF PAICINES AND 7 MILES SOUTHEAST OF TRES PINOS. <p>TO REACH THE STATION FROM THE PAICINES GENERAL STORE AND POST OFFICE, GO EASTERLY ON PANOCHE ROAD FOR 2.65 MILES TO A PAVED SIDE ROAD LEFT. BROWNS VALLEY ROAD. TURN LEFT ON BROWNS VALLEY ROAD FOR 2.05 MILES TO THE END OF PAVEMENT. CONTINUE AHEAD ON GRAVELED ROAD FOR 1.5 MILES TO A WINDMILL AND SOME OLD BUILDINGS ON THE LEFT. CONTINUE AHEAD ON GRAVELED ROAD FOR 0.8 MILE TO A RANCH HOUSE AND SOME RANCH BUILDINGS. TURN LEFT OFF MAIN ROAD THROUGH A GATE BETWEEN TWO SMALL BUILDINGS FOR 0.1 MILE TO A GATE AT THE CORNER OF A METAL BUILDING. PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.45 MILE TO A GATE. PASS THROUGH GATE AND CONTINUE ON THE MAIN ROAD FOR 0.45 MILE TO A GATE ON THE LEFT. TURN LEFT AND PASS THROUGH GATE AND CONTINUE ON MAIN TRACK ROAD, WESTERLY UP DRAW FOR 0.65 MILE TO A GATE. PASS THROUGH GATE AND CONTINUE ON MAIN ROAD, UP HILL FOR 0.15 MILE TO A FORK. TAKE THE LEFT FORK AND GO 0.45 MILE TO THE HIGHEST POINT AND THE STATION. <p>STATION MARK IS A STANDARD DISK, STAMPED BROWNS 1944, BRAZED TO THE TOP OF 3 INCH IRON PIPE PROJECTING 6 INCHES. IT IS 3.7 FEET SOUTHWEST OF A WITNESS POST. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWNS NO 1 1944, BRAZED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 4 INCHES. IT IS 31 FEET NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWNS NO 2 1944 BRAZED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 4 INCHES. IT IS 25 FEET WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND) ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. DUE TO ROAD CHANGES A COMPLETE DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF TRES PINOS, 3-1/2 MILES EAST OF PAICINES, ON THE HIGHEST POINT AND WEST END OF A GRASSY, EAST-WEST RIDGE AND ON PROPERTY OWNED BY MR. BILL MEDEIROS WHO RESIDES AT 7130 SAN FELIPE ROAD, HOLLISTER, CALIFORNIA. IN REACHING THE STATION, PROPERTY IS CROSSED OWNED BY THE BUMGARTNER RANCH. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO EAST AND SOUTHEAST ON PANOCHE ROAD FOR 2.3 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST AND NORTHEAST ON BROWNS VALLEY ROAD FOR 1.8 MILES TO A Y-FORK. TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR 1.7 MILES TO A WIRE GATE, AN ABANDONED BARN AND A SMALL GROUP OF TREES ON THE LEFT, NORTH, SIDE OF THE ROAD. THIS IS JUST BEFORE REACHING A CATTLE GUARD. TURN LEFT, PASS THROUGH THE GATE AND GO NORTH, PASSING ON THE EAST SIDE OF THE ABANDONED BARN, FOR 0.05 MILE. BEAR LEFT AND GO NORTHWESTERLY ON A TRACK ROAD, UP A DRAW, FOR 1.3 MILES TO TWO WIRE GATES AT A POINT WHERE TWO FENCES CROSS ON THE TOP OF A RIDGE. PASS THROUGH THE GATES AND GO NORTH AND WEST ON THE TRACK ROAD FOR 0.3 MILE TO THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND THE STATION. <p>THE STATION MARK, STAMPED BROWNS 1944, IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH, CAST-IRON PIPE THAT PROJECTS 6 INCHES. <p>REFERENCE MARK NO. 1, STAMPED BROWNS NO 1 1944, IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH, CAST-IRON PIPE THAT PROJECTS 6 INCHES. <p>REFERENCE MARK NO. 2, STAMPED BROWNS NO 2 1944, IS A STANDARD DISK BRAZED TO THE TOP OF A 3-INCH, CAST-IRON PIPE THAT PROJECTS 3 INCHES. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND) THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1967 AND FOUND IN GOOD CONDITION. THE 1967 DESCRIPTION IS ADEQUATE. <p>THE STATION WAS VISITED BY A LIGHTKEEPER ONLY. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF PAICINES <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA) STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND LOOSE IN THE GROUND AND WAS REINFORCED AT THE TIME. A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK 1 WAS FOUND, PROBABLY DUE TO THE REINFORCEMENT. <p>A NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF TRES PINOS AND 3-1/2 MILES EAST OF PAICINES ON THE WEST END OF A EAST-WEST RIDGE. <p>TO REACH FROM THE JUNCTION OF STATE HIGHWAY 25 AND SAN BENITO COUNTY ROAD J-1 WHICH IS LOCATED JUST NORTH OF THE STORE AND POST OFFICE IN PAICINES, GO SOUTHEAST ON COUNTY ROAD FOR 2.4 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING A DEEP CUT THROUGH RIDGE, TURN LEFT AND FOLLOW MAIN ROAD NORTHEASTERLY FOR 0.2 MILE TO A CATTLE GUARD, CONTINUE FOR 1.5 MILE TO A FORK JUST AFTER CROSSING CATTLE GUARD, TAKE THE LEFT FORK AND CONTINUE FOR 0.85 MILE TO A WINDMILL ON RIGHT AND CATTLE GUARD, CONTINUE FOR 0.75 MILE TO A TRACK ROAD AND GATE ON LEFT JUST AFTER PASSING WOODEN WINDMILL FRAME ON LEFT AND JUST BEFORE REACHING A CATTLE GUARD, TURN LEFT, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY FOR 0.15 MILE TO OLD RANCH BUILDINGS, BEAR LEFT ON DIM TRACK ROAD AT THE NORTHEAST CORNER OF BUIDINGS AND FOLLOW IT NORTHWESTERLY UP DRAW FOR 1.05 MILES TO A FOUR FENCE INTERSECTION AND FOUR GATES, PASS THROUGH THE EAST AND NORTH ONE OF THE FOUR GATES AND CONTINUE ON TRACK ROAD FOR 0.35 MILE TO TOP OF HILL AND STATION. <p>STATION MARK, A STANDARD DISK STAMPED BROWNS 1944, IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES AND ON THE HIGHEST PART OF HILL. <p>REFERENCE MARK 1, A STANDARD DISK STAMPED BROWNS NO 1 1944, IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2, A STANDARD DISK STAMPED BROWNS NO 2 1944, IS BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES AND ABOUT THE SAME ELEVATION AS THE STATION. <p>NO AZIMUTH MARK. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF PAICINES <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDK) RECOVERED THE STATION MARK, REFERENCE MARKS NO. 1 AND 2 IN GOOD CONDITION AS DESCRIBED. DESCRIPTION TO REACH IS ADEQUATE. DID NOT SEARCH FOR AZIMUTH MARK AS STATION WAS OCCUPIED BY LIGHTKEEPERS ONLY. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST OF PAICINES GU3589BRUSHYhttp://www.geocaching.com/mark/details.asp?PID=GU3589BRUSHYGeocacheGeocacheBRUSHYCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BRUSHY</h1> <b> PID </b> GU3589 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 39 48.17034(N) 121 19 09.43625(W) ADJUSTED <br> <b> NAVD 88 </b> 761.8 (meters) 2499. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -3.03 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.70 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 650,087.439 1</td><td>792,682.222</td><td> MT </td><td>0.99994098</td><td> -1 ' 23 01.2"</td></tr><tr><td>SPC CA 4 </td><td>2,132,828.54 5</td><td>881,491.59 </td><td> sFT </td><td>0.99994098</td><td> -1 ' 23 01.2"</td></tr><tr><td>UTM 10 </td><td>4,058,846.849 </td><td>650,206.030</td><td> MT </td><td>0.99987797</td><td> +1 ' 00 13.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99988560 x 0.99994098 = 0.99982658 <br> <b>UTM 10 </b> 0.99988560 x 0.99987797 = 0.99976358 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CIENEGA </td><td>342° 49' 22.6"</td></tr><tr><td>UTM 10 </td><td> CIENEGA </td><td>340° 26' 07.9"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8163</td><td>BRUSHY RM 1 </td><td> 7.756 METERS</td><td>197° 04' </td></tr><tr><td>DA8164</td><td>BRUSHY RM 2 </td><td> 8.676 METERS</td><td>275° 25' </td></tr><tr><td>GU3608</td><td>CIENEGA </td><td>APPROX.10.2 KM</td><td>341° 26' 21.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 39 48.16765(N) 121 19 09.42865(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 39 48.32676(N) 121 19 05.69630(W) AD( ) 1 <br> NGVD 29 (07/19/86) 760.8 (m) 2496. (f) VERT ANG <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: 10SFF5020658847(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <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 (CAA) STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHEAST OF HOLLISTER, 8-1/2 MILES SOUTH OF TRES PINOS AND 4-1/2 MILES WEST OF STATE HIGHWAY 25 ON THE TOP OF A BRUSH COVERED HILL. <p>TO REACH FROM THE POST OFFICE IN HOLLISTER, GO WEST ON FIFTH STREET FOR 0.05 MILE TO SAN BENITO STREET, TURN LEFT ON SAN BENITO STREET AND GO SOUTH FOR 0.8 MILE TO NASH ROAD, TURN LEFT ON NASH ROAD AND GO 0.1 MILE TO CIENEGA ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON CIENEGA ROAD FOR 1.05 MILES TO FORK, KEEP THE LEFT FORK FOR 0.35 MILE TO FORK, KEEP RIGHT FOR 1.1 MILES TO A T INTERSECTION, TURN RIGHT AND FOLLOW CIENEGA ROAD FOR 6 MILES TO A WINERY, CONTINUE FOR 3.75 MILES TO CIENEGA SCHOOLHOUSE ON RIGHT, CONTINUE FOR 0.65 MILE TO LIMEKILN ROAD RIGHT, TURN RIGHT AND FOLLOW LIMEKILN ROAD FOR 1.3 MILES TO A DRIVEWAY LEFT AND SIGN LIBBY RANCH, TURN LEFT AND GO 0.15 MILE TO RANCH BUILDINGS, PASS BETWEEN HOUSE AND GARAGE FOR 0.1 MILE TO GATE, PASS THROUGH GATE, BEAR RIGHT AND FOLLOW MAIN ROAD FOR 2.1 MILES TO A LOCKED GATE, CONTINUE ON MAIN ROAD FOR 0.8 MILE TO A REVERSE FORK ON LEFT, TURN SHARP LEFT AND FOLLOW TRACK ROAD FOR 0.15 MILE TO A GAP IN FENCE, BEAR RIGHT THROUGH FENCE, THENCE LEFT AND FOLLOW TRACK ROAD ALONG WEST SIDE OF FENCE FOR 0.7 MILE TO THE TOP OF A GRASSY KNOLL AND A DEEP CANYON AHEAD, BEAR RIGHT AND FOLLOW DIM TRACK ROAD FOR 0.25 MILE TO A WIRE GATE IN FENCE, PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE TO TOP OF HILL, BEAR LEFT AND FOLLOW TRACK ROAD DOWNHILL THEN UPHILL FOR 0.15 MILE, BEAR LEFT THROUGH HEAVY BRUSH FOR 0.1 MILE TO TOP OF HILL AND STATION. <p>A 4 WHEEL DRIVE VEHICLE IS NEEDED FOR THE LAST 0.25 MILE. <p>STATION MARK, A STANDARD DISK STAMPED BRUSHY 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES AND ON THE HIGHEST PART OF HILL. <p>REFERENCE MARK 1, A STANDARD DISK STAMPED BRUSHY NO 1 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES AND ON THE SOUTHWEST EDGE OF HILL. <p>REFERENCE MARK 2, A STANDARD DISK STAMPED BRUSHY NO 2 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND ON THE NORTHWEST EDGE OF HILL. <p>NO SUITABLE LOCATION WAS FOUND FOR A AZIMUTH MARK. GU3552BUCK USGS 1962http://www.geocaching.com/mark/details.asp?PID=GU3552BUCK USGS 1962GeocacheGeocacheBUCK USGS 1962USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BUCK USGS 1962</h1> <b> PID </b> GU3552 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PANOCHE (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 32 41.11860(N) 120 52 23.57757(W) ADJUSTED <br> <b> NAVD 88 </b> 1078. (meters) 3537. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -4.12 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.45 (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> 636,056.482 1</td><td>832,293.553</td><td> MT </td><td>0.99994176</td><td> -1 ' 07 03.1"</td></tr><tr><td>SPC CA 4 </td><td>2,086,795.31 6</td><td>011,449.77 </td><td> sFT </td><td>0.99994176</td><td> -1 ' 07 03.1"</td></tr><tr><td>UTM 10 </td><td>4,046,476.905 </td><td>690,367.866</td><td> MT </td><td>1.00004651</td><td> +1 ' 16 00.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99983594 x 0.99994176 = 0.99977771 <br> <b>UTM 10 </b> 0.99983594 x 1.00004651 = 0.99988244 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 32 41.12734(N) 120 52 23.57999(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 32 41.29144(N) 120 52 19.93147(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: 10SFF9036846477(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>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC) STATION IS LOCATED, AIRLINE, ABOUT 5 MILES SOUTHEAST OF THE VILLAGE OF LLANADA, 4-1/4 MILES SOUTHWEST OF PANOCHE, ON THE SUMMIT OF BUCK PEAK, A PROMINENT DOUBLE TOPPED PEAK OF 3534 FEET ELEVATION. THE STATION IS ON THE SOUTHEAST ONE OF THE TWO POINTS WHICH HAS A LONE PINE TREE THAT IS BARE ABOUT HALF WAY UP AND VERY BUSHY ON TOP. IT IS A USGS DISK, STAMPED BUCK 1955 1908, CEMENTED IN A DRILL HOLE IN A 10 BY 14 INCH BOULDER PROJECTING 4 INCHES AND 2 FEET LOWER THAN STATION BONITO 1962. IT IS 1.3 FEET NORTH OF THE PINE TREE. <p>A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BONITO 1962, DISTANCE BEING 33.52 FEET OR 10.216 METERS SOUTH. GU2616C 1055http://www.geocaching.com/mark/details.asp?PID=GU2616C 1055GeocacheGeocacheC 1055CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1055</h1> <b> PID </b> GU2616 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 04. (N) 121 24 14. (W) SCALED <br> <b> NAVD 88 </b> 88.81 (+/-2cm) 291.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 671,100. </td><td> 1,785,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 87.944 (m) 288.53 (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: 10SFF422795(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: C 1055 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 IN HOLLISTER. AT THE SAN BENITO COUNTY COURTHOUSE, IN THE SOUTHEAST CORNER OF THE COURTHOUSE GROUNDS, 7 FEET NORTH OF THE SIDEWALK ALONG THE NORTH SIDE OF FIFTH STREET, 7 FEET WEST OF THE SIDEWALK ALONG THE WEST SIDE OF MONTEREY STREET, ABOUT 4 INCHES ABOVE THE LEVEL OF THE SIDEWALKS, AND SET IN THE CONCRETE FOUNDATION FOR A FLAGPOLE. DG6879C 1055 RESEThttp://www.geocaching.com/mark/details.asp?PID=DG6879C 1055 RESETGeocacheGeocacheC 1055 RESETLOCENGNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1055 RESET</h1> <b> PID </b> DG6879 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 04. (N) 121 24 14. (W) SCALED <br> <b> NAVD 88 </b> 88.76 (+/-2cm) 291.2 (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> 671,100. </td><td> 1,785,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 87.89 (m) 288.4 (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: 10SFF422795(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br>SP_SET: FLAGPOLE FOUNDATION <br>STAMPING: C 1055 RESET 2003 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2003 </td><td>MONUMENTED </td><td>LOCENG</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2003 (DJW) AT THE SAN BENITO COUNTY COURTHOUSE, IN THE SOUTHEAST CORNER OF THE COURTHOUSE GROUNDS, 13.2 FEET NORTH OF THE SIDEWALK ALONG THE NORTH SIDE OF FIFTH STREET, 4.3 FEET WEST OF THE SIDEWALK ALONG THE WEST SIDE OF MONTEREY STREET, FLUSH WITH THE LEVEL OF THE SIDEWALK, AND SET IN THE CONCRETE FOUNDATION FOR A FLAGPOLE. GU2053C 1185http://www.geocaching.com/mark/details.asp?PID=GU2053C 1185GeocacheGeocacheC 1185CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1185</h1> <b> PID </b> GU2053 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 59. (N) 121 33 59. (W) SCALED <br> <b> NAVD 88 </b> 157.39 (+/-2cm) 516.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.07 (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> 669,470. </td><td> 1,771,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 156.534 (m) 513.56 (f) ADJUSTED 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: 10SFF278773(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: C 1185 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 3 MI SW FROM SAN JUAN BAUTISTA. 0.05 MILE SOUTHWEST ALONG POLK STREET FROM THE POST OFFICE AT SAN JUAN BAUTISTA, THENCE 3.0 MILES SOUTHEAST AND SOUTHWEST ALONG THIRD STREET AND SALINAS ROAD (FORMERLY SAN JUAN GRADE ROAD), IN R4E T13S, ABOUT 23 YARDS NORTHWEST OF THE NORTHWEST END OF A SHARP CURVE, SET VERTICALLY IN A ROCK OUTCROP, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTHEAST OF A CONCRETE HEAD WALL OF A CULVERT, AND ABOUT 10 FEET HIGHER THAN THE ROAD. GU2608C 250http://www.geocaching.com/mark/details.asp?PID=GU2608C 250GeocacheGeocacheC 250CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 250</h1> <b> PID </b> GU2608 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 20. (N) 121 24 07. (W) SCALED <br> <b> NAVD 88 </b> 87.14 (+/-2cm) 285.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 671,590. </td><td> 1,785,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 86.274 (m) 283.05 (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: 10SFF424800(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: C 250 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </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 1972 AT HOLLISTER. AT HOLLISTER, SAN BENITO COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, AT MILEAGE 94.53, AT THE CROSSING OF STATE HIGHWAY 25, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET NORTH OF CROSSING-SIGNAL TOWER 936, 12 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED C 250 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- DID NOT DIG GROUND IS BARE AND WELL TRAVELED BY VEHICLES TAKING SHORT CUT. NO EVIDENCE OF ANY POINT IS THERE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. GU2558C 251http://www.geocaching.com/mark/details.asp?PID=GU2558C 251GeocacheGeocacheC 251CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 251</h1> <b> PID </b> GU2558 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 16. (N) 121 16 33. (W) SCALED <br> <b> NAVD 88 </b> 213.85 (+/-2cm) 701.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.81 (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> 654,550. </td><td> 1,796,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 212.918 (m) 698.55 (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: 10SFF540634(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: C 251 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 1.8 MI SE FROM PAICINES. 1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN BENITO COUNTY, 22 FEET WEST OF THE CENTERLINE OF A DRIVE ON THE W.P. MURPHY RANCH, AND 19 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED C 251 1935 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. GU0521C 663http://www.geocaching.com/mark/details.asp?PID=GU0521C 663GeocacheGeocacheC 663CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 663</h1> <b> PID </b> GU0521 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> MERCEY HOT SPRINGS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 15. (N) 120 51 59. (W) SCALED <br> <b> NAVD 88 </b> 493.07 (+/-2cm) 1617.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.50 (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> 650,030. </td><td> 1,833,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 492.121 (m) 1614.57 (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: 10SFF906604(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: C 663 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 6.3 MI NE FROM LLANADA. 6.3 MILES NORTHEAST ALONG LITTLE PANOCHE PASS ROAD, 55 FEET EAST OF THE CENTER LINE OF THE ROAD ON THE OUTSIDE OF A LONG CURVE JUST OVER THE TOP OF A STEEP HILL. WITNESS POST SET. STAMPED C 663 1943 AND SET IN THE TOP OF A CONCRETE POST. GU2619C 698http://www.geocaching.com/mark/details.asp?PID=GU2619C 698GeocacheGeocacheC 698CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 698</h1> <b> PID </b> GU2619 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 10. (N) 121 25 13. (W) SCALED <br> <b> NAVD 88 </b> 85.81 (+/-2cm) 281.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.03 (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> 671,320. </td><td> 1,784,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 84.940 (m) 278.67 (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: 10SFF408797(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: C 698 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.9 MI W FROM HOLLISTER. 0.05 MILE NORTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 0.9 MILE WEST ALONG FOURTH STREET AND STATE HIGHWAY 156, NEAR THE SOUTHWEST CORNER OF THE YARD IN FRONT OF A SMALL WHITE HOUSE AT 1310 SAN JUAN ROAD (FOURTH ST., STATE HWY. 156, AND SAN JUAN RD. ARE DIFFERENT NAMES FOR THE SAME STREET AT THIS POINT), 33 FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.7 FEET WEST OF A WOODEN FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. GU2713C 712http://www.geocaching.com/mark/details.asp?PID=GU2713C 712GeocacheGeocacheC 712CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 712</h1> <b> PID </b> GU2713 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> MOUNT JOHNSON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 03. (N) 121 16 12. (W) SCALED <br> <b> NAVD 88 </b> 666.45 (+/-2cm) 2186.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.68 (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> 637,500. </td><td> 1,796,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 665.464 (m) 2183.28 (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: 10SFF548464(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: PROMINENT ROCK <br>STAMPING: C 712 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 11.8 MI E FROM GONZALES. ABOUT 11.8 MILES EAST FROM THE SOUTHERN PACIFIC RAILROAD STATION AT GONZALES, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO PINNACLES. A STANDARD DISK, STAMPED C 712 1943 AND SET IN THE TOP OF A LARGE PROMINENT ROCK. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. GU3579CALLhttp://www.geocaching.com/mark/details.asp?PID=GU3579CALLGeocacheGeocacheCALLCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CALL</h1> <b> PID </b> GU3579 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN BENITO (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 36 34.22420(N) 121 03 50.83884(W) ADJUSTED <br> <b> NAVD 88 </b> 1204.2 (meters) 3951. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.49 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.38 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 643,590.213 1</td><td>815,358.933</td><td> MT </td><td>0.99994080</td><td> -1 ' 13 53.1"</td></tr><tr><td>SPC CA 4 </td><td>2,111,512.22 5</td><td>955,890.10 </td><td> sFT </td><td>0.99994080</td><td> -1 ' 13 53.1"</td></tr><tr><td>UTM 10 </td><td>4,053,299.758 </td><td>673,133.233</td><td> MT </td><td>0.99996931</td><td> +1 ' 09 17.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99981612 x 0.99994080 = 0.99975693 <br> <b>UTM 10 </b> 0.99981612 x 0.99996931 = 0.99978544 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CALL AZ MK </td><td>333° 13' 32.9"</td></tr><tr><td>UTM 10 </td><td> CALL AZ MK </td><td>330° 50' 22.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8196</td><td>CALL RM 2 </td><td> 3.840 METERS</td><td>136° 44' </td></tr><tr><td>DA8194</td><td>CALL AZ MK </td><td> </td><td>331° 59' 39.8"</td></tr><tr><td>DA8195</td><td>CALL RM 1 </td><td> 5.017 METERS</td><td>334° 09' </td></tr><tr><td>GU3578</td><td>CALL MOUNTAIN LOOKOUT HOUSE </td><td>APPROX. 1.1 KM</td><td>338° 52' 29.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 36 34.22770(N) 121 03 50.83718(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 36 34.36639(N) 121 03 47.14390(W) AD( ) 2 <br> NGVD 29 (07/19/86) 1203.2 (m) 3947. (f) VERT ANG <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: 10SFF7313353300(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. <p>SEE STATION CALL (USGS) GU3578CALL MOUNTAIN LOOKOUT HOUSEhttp://www.geocaching.com/mark/details.asp?PID=GU3578CALL MOUNTAIN LOOKOUT HOUSEGeocacheGeocacheCALL MOUNTAIN LOOKOUT HOUSECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CALL MOUNTAIN LOOKOUT HOUSE</h1> <b> PID </b> GU3578 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN BENITO (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 37 08.89046(N) 121 04 07.45488(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.41 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.37 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <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> <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> 644,667.377 1</td><td>814,969.137</td><td> MT </td><td>0.99994077</td><td> -1 ' 14 03.1"</td></tr><tr><td>SPC CA 4 </td><td>2,115,046.22 5</td><td>954,611.24 </td><td> sFT </td><td>0.99994077</td><td> -1 ' 14 03.1"</td></tr><tr><td>UTM 10 </td><td>4,054,359.787 </td><td>672,698.913</td><td> MT </td><td>0.99996746</td><td> +1 ' 09 08.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 37 08.89348(N) 121 04 07.45428(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 36 37 09.06743(N) 121 04 03.78363(W) AD( ) 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: 10SFF7269954360(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1963 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION IS THE CENTER OF THE TOP OF A 30 FOOT HIGH AND 20 FOOT SQUARE WHITE BUILDING. IT IS LOCATED IN THE CALL MOUNTAINS ABOUT 14-3/4 MILES SOUTHEAST OF PAICINES JUNCTION, 7 MILES NORTH-NORTHEAST OF SAN BENITO AND 8-1/2 MILES WEST OF LLANADA. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) STATION WAS NOT VISITED AT THIS TIME BUT WAS INTERSECTED FROM TRIANGULATION STATIONS ARMSTRONG 1944 AND JOHNSON (USGS) 1944. <p>POINT INTERSECTED WAS TOP AND CENTER OF LOOKOUT HOUSE. GU3586CALLENShttp://www.geocaching.com/mark/details.asp?PID=GU3586CALLENSGeocacheGeocacheCALLENSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CALLENS</h1> <b> PID </b> GU3586 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHERRY PEAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 40 45.55784(N) 121 10 24.14880(W) ADJUSTED <br> <b> NAVD 88 </b> 597.1 (meters) 1959. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.58 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 651,550.802 1</td><td>805,762.915</td><td> MT </td><td>0.99994120</td><td> -1 ' 17 47.8"</td></tr><tr><td>SPC CA 4 </td><td>2,137,629.59 5</td><td>924,407.16 </td><td> sFT </td><td>0.99994120</td><td> -1 ' 17 47.8"</td></tr><tr><td>UTM 10 </td><td>4,060,853.818 </td><td>663,213.903</td><td> MT </td><td>0.99992820</td><td> +1 ' 05 28.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99991142 x 0.99994120 = 0.99985263 <br> <b>UTM 10 </b> 0.99991142 x 0.99992820 = 0.99983963 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> TABLE </td><td>230° 23' 48.4"</td></tr><tr><td>UTM 10 </td><td> TABLE </td><td>228° 00' 31.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8197</td><td>CALLENS RM 1 </td><td> 4.837 METERS</td><td>129° 41' </td></tr><tr><td>GU3594</td><td>TABLE </td><td>APPROX. 9.4 KM</td><td>229° 06' 00.6"</td></tr><tr><td>DA8198</td><td>CALLENS RM 2 </td><td> 7.659 METERS</td><td>329° 04' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 40 45.56036(N) 121 10 24.14655(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 40 45.72932(N) 121 10 20.43340(W) AD( ) 1 <br> NGVD 29 (07/19/86) 596.1 (m) 1956. (f) VERT ANG <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: 10SFF6321460854(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 0 = UNSPECIFIED SETTING <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>1987 </td><td>GOOD </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA) THE STATION IS LOCATED ABOUT 6-3/4 MILES SOUTHEAST OF PAICINES, 1-1/2 MILES EAST OF COUNTY HIGHWAY J1 AND 3/4 MILE NORTH OF THE PINOS CREEK ON A NARROW GRASSY RIDGE. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO SOUTHEAST ON COUNTY HIGHWAY J1 FOR 5.8 MILES TO A DRIVEWAY ON THE RIGHT. CONTINUE AHEAD ON COUNTY HIGHWAY J1 FOR 0.15 MILE TO A BOARD GATE ON THE LEFT. PASS THROUGH THE BOARD GATE AND FOLLOW A BLADED ROAD FOR 0.65 MILE TO A FORK. KEEP RIGHT FORK, FOLLOWING MAIN BLADED ROAD, FOR 0.5 MILE TO A CATTLE GUARD. CONTINUE ON BLADED ROAD FOR 0.65 MILE TO A WATER TANK AND CATTLE GUARD. CONTINUE AHEAD ON THE BLADED ROAD FOR 0.3 MILE TO A TRACK ROAD ON THE RIGHT. TURN RIGHT, SOUTHERLY, AND FOLLOW TRACK ROAD FOR 0.15 MILE TO THE BASE OF THE RIDGE. BEAR RIGHT, ALONG SIDE OF HILL, FOR 0.05 MILE TO A FENCE. TURN LEFT, ALONG THE FENCE, FOR 0.05 MILE TO THE TOP OF THE RIDGE AND THE STATION. A 4-WHEEL DRIVE VEHICLE IS NEEDED THE LAST 0.25 MILE. <p>THE STATION MARK IS A STANDARD DISK, STAMPED CALLENS 1969, WELDED ATOP A 2-INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 6 FEET SOUTHWEST OF THE FENCE AND 6 FEET NORTH OF THE EDGE OF THE RIDGE. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CALLENS NO 1 1969, WELDED ATOP A 2-INCH IRON PIPE WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS SET IN THE FENCE LINE, 15 FEET SOUTHEAST OF THE CREST OF THE RIDGE AND ABOUT 8 FEET LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALLENS NO 2 1969, WELDED ATOP A 2-INCH IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND SURFACE. IT IS SET IN THE FENCE LINE, 25 FEET NORTHWEST OF THE CREST OF THE RIDGE AND ABOUT 6-1/2 FEET LOWER THAN THE STATION. <p>NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION. <p>NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE CREST OF THE RIDGE BETWEEN THEM. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (WG) RECOVERED IN GOOD CONDITION. GU3521CANEhttp://www.geocaching.com/mark/details.asp?PID=GU3521CANEGeocacheGeocacheCANEUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CANE</h1> <b> PID </b> GU3521 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HERNANDEZ RESERVOIR (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 24 47.94252(N) 120 46 53.87797(W) ADJUSTED <br> <b> NAVD 88 </b> 1248.2 (meters) 4095. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.67 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.37 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 621,318.411 1</td><td>840,221.364</td><td> MT </td><td>0.99994761</td><td> -1 ' 03 46.4"</td></tr><tr><td>SPC CA 4 </td><td>2,038,442.15 6</td><td>037,459.59 </td><td> sFT </td><td>0.99994761</td><td> -1 ' 03 46.4"</td></tr><tr><td>UTM 10 </td><td>4,032,079.337 </td><td>698,902.480</td><td> MT </td><td>1.00008746</td><td> +1 ' 19 02.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99980921 x 0.99994761 = 0.99975683 <br> <b>UTM 10 </b> 0.99980921 x 1.00008746 = 0.99989666 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CANE AZ MK </td><td>308° 03' 18.7"</td></tr><tr><td>UTM 10 </td><td> CANE AZ MK </td><td>305° 40' 30.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7341</td><td>CANE RM 2 </td><td> 18.624 METERS</td><td>127° 52' </td></tr><tr><td>DA7340</td><td>CANE RM 1 </td><td> 6.033 METERS</td><td>222° 01' </td></tr><tr><td>DA7339</td><td>CANE AZ MK </td><td> </td><td>306° 59' 32.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 24 47.94938(N) 120 46 53.87841(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 24 48.11003(N) 120 46 50.24824(W) AD( ) 2 <br> NGVD 29 (07/19/86) 1247.2 (m) 4092. (f) VERT ANG <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: 10SFF9890232079(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC) STATION IS ABOUT 6 MILES WEST OF NEW IDRIA, 13 MILES SOUTH-SOUTHEAST OF THE VILLAGE OF PANOCHE, 24 MILES NORTHEAST OF KING CITY AND IS ON THE SUMMIT OF TUCKER MOUNTAIN, WITH AN ELEVATION OF ABOUT 4090 FEET. THE HILL IS HEAVILY COVERED WITH OAK TREES ON ITS SIDES AND HAS AN OPEN, FLAT TOP. <p>TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 33 AND 198 IN COALINGA. GO WEST ON STATE HIGHWAY 198 FOR 0.3 MILE TO THE INTERSECTION OF POLK STREET. TURN RIGHT, NORTHWESTERLY ON POLK STREET FOR 1.5 MILES TO THE INTERSECTION OF DERRICK AVENUE. TURN RIGHT, NORTHERLY ON DERRICK AVENUE FOR 4.0 MILES TO A SIDE ROAD LEFT. TURN LEFT, WESTERLY ON TORNADO AVENUE, WHICH LATER BECOMES LOS GATOS ROAD FOR 13.4 MILES TO THE MURIETTA CONSERVATION CAMP ON THE RIGHT. CONTINUE AHEAD ON THE MAIN ROAD FOR 6.4 MILES TO THE SAN BENITO COUNTY LINE. CONTINUE AHEAD ON THE MAIN ROAD FOR 1.9 MILES TO A CATTLE GUARD AND THE END OF PAVED ROAD. CONTINUE AHEAD ON THE MAIN ROAD FOR 1.2 MILES TO THE NONA MINE ON THE RIGHT. CONTINUE AHEAD ON THE MAIN GRAVELED ROAD FOR 6.0 MILES TO A REVERSE FORK ON THE RIGHT, JUST AFTER CROSSING A CREEK AND AT SIGN CLEAR CREEK ROAD, COALINGA 37. TURN SHARP RIGHT, SOUTHEAST ON DIRT ROAD FOR 0.2 MILE TO A BOARD GATE ON THE LEFT, AT A CORRAL AND SIGN PRIVATE HUNTING CLUB. TURN LEFT, PASS THROUGH THE GATE, ON TRACK ROAD FOR 0.05 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR 1.1 MILES TO AN OLD GATE. PASS THROUGH AND CONTINUE ON THE MAIN TRACK ROAD FOR 0.25 MILE TO A WIRE GATE AND SIGN B AND G HUNTING CLUB. PASS THROUGH THE GATE AND CONTINUE FOR 0.45 MILE TO A FORK. TAKE THE LEFT FORK, MAIN ROAD FOR 1.9 MILES TO A T-INTERSECTION ON THE CREST OF A RIDGE. TURN LEFT, WESTERLY, UP AND ALONG TOP OF RIDGE FOR 2.2 MILES TO A FORK IN A SADDLE. TAKE THE RIGHT FORK, AROUND SIDE OF STATION HILL FOR 0.6 MILE TO A SADDLE AND THE AZIMUTH MARK ON THE LEFT. TURN SHARP RIGHT, LEAVING MAIN ROAD AND FOLLOW TRACK ROAD UP THROUGH TREES FOR 0.3 MILE TO THE TOP OF HILL AND STATION. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED RS CANE 1939, CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER PROJECTING 1 FOOT. IT IS ON THE HIGHEST POINT OF THE HILL. <p>REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK, STAMPED CANE NO 1 1939, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING 1 FOOT. IT IS ON THE SOUTHWEST SIDE OF THE HILL AND ABOUT 1 FOOT LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK, STAMPED CANE NO 2 1939, CEMENTED IN A DRILL HOLE IN A 3 X 3-1/2 FOOT BOULDER PROJECTING 6 INCHES. IT IS ON THE SOUTHEAST SIDE OF THE HILL AND ABOUT 5 FEET LOWER THAN THE STATION. <p>AZIMUTH MARK IS A STANDARD DISK, STAMPED CANE USGS 1962, CEMENTED IN A DRILL HOLE IN A 6 X 24 INCH ROCK OUTCROP FLUSH WITH THE GROUND. IT IS 49 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 1 FOOT SOUTH OF A WITNESS POST AND ON A SMALL KNOLL ABOUT 250 FEET LOWER THAN THE STATION. GU2611CC 250http://www.geocaching.com/mark/details.asp?PID=GU2611CC 250GeocacheGeocacheCC 250CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CC 250</h1> <b> PID </b> GU2611 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 26. (N) 121 25 09. (W) SCALED <br> <b> NAVD 88 </b> 78.90 (+/-2cm) 258.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 673,660. </td><td> 1,784,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 78.040 (m) 256.04 (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: 10SFF408820(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE IRRIGATION-PIPE BASIN <br>STAMPING: CC 250 1945 <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>1945 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </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 1948 2.2 MI NW FROM HOLLISTER. ABOUT 2.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE COURTHOUSE AT HOLLISTER, 54 FEET NORTHWEST OF MILEPOST 93, 54 FEET EAST OF THE NORTHEAST RAIL AT THE CROSSING OF THE CENTER LINE OF A DIRT ROAD, 12 FEET NORTHEAST OF A FENCE CORNER, AND IN THE NORTH CORNER OF A CONCRETE IRRIGATION - PIPE BASIN. NOTE-- DID NOT DIG FOR IT BUT CHUNKS OF BROKEN CONCRETE FROM DESCRIBED PIPE BASIN WERE FOUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. GU3631CHURCHhttp://www.geocaching.com/mark/details.asp?PID=GU3631CHURCHGeocacheGeocacheCHURCHCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHURCH</h1> <b> PID </b> GU3631 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN FELIPE (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 56 26.27471(N) 121 25 36.59515(W) ADJUSTED <br> <b> NAVD 88 </b> 52.3 (meters) 172. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.96 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.84 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 681,081.162 1</td><td>783,848.357</td><td> MT </td><td>0.99995581</td><td> -1 ' 26 52.1"</td></tr><tr><td>SPC CA 4 </td><td>2,234,513.78 5</td><td>852,509.15 </td><td> sFT </td><td>0.99995581</td><td> -1 ' 26 52.1"</td></tr><tr><td>SPC CA 3 </td><td> 549,311.323 1</td><td>917,436.042</td><td> MT </td><td>1.00002843</td><td> -0 ' 34 02.8"</td></tr><tr><td>SPC CA 3 </td><td>1,802,198.90 6</td><td>290,788.08 </td><td> sFT </td><td>1.00002843</td><td> -0 ' 34 02.8"</td></tr><tr><td>UTM 10 </td><td>4,089,442.486 </td><td>640,087.986</td><td> MT </td><td>0.99984176</td><td> +0 ' 56 44.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999695 x 0.99995581 = 0.99995276 <br> <b>SPC CA 3 </b> 0.99999695 x 1.00002843 = 1.00002538 <br> <b>UTM 10 </b> 0.99999695 x 0.99984176 = 0.99983871 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CHURCH AZ MK 2 </td><td>003° 35' 40.9"</td></tr><tr><td>SPC CA 3 </td><td> CHURCH AZ MK 2 </td><td>002° 42' 51.6"</td></tr><tr><td>UTM 10 </td><td> CHURCH AZ MK 2 </td><td>001° 12' 04.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7385</td><td>CHURCH AZ MK 2 </td><td> </td><td>002° 08' 48.8"</td></tr><tr><td>DA7384</td><td>CHURCH AZ MK </td><td> </td><td>002° 09' 06.1"</td></tr><tr><td>DA7386</td><td>CHURCH RM 1 </td><td> 14.608 METERS</td><td>120° 40' </td></tr><tr><td>DA7387</td><td>CHURCH RM 2 </td><td> 10.339 METERS</td><td>192° 50' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 56 26.27799(N) 121 25 36.59407(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 56 26.47087(N) 121 25 32.83989(W) AD( ) 2 <br> NGVD 29 (07/19/86) 51.4 (m) 169. (f) VERT ANG <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: 10SFF4008889442(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (EBB) STATION IS IN THE NORTHWEST CORNER OF CHURCH LOT, ABOUT 1.0 MILE WEST FROM DUNNEVILLE, 7.0 MILES EAST, NORTHEAST FROM SARGENT, 9.0 MILES SOUTHEAST FROM GILROY AND 5.0 MILES NORTHEAST FROM HOLLISTER. <p>TO REACH FROM GILROY GO SOUTH FROM THE COURT HOUSE ON U.S. RT. 101 FOR 02.0 MILES. TURN LEFT ON BLACKTOP ROAD AND GO 06.0 MILES. TURN LEFT ON BLACKTOP ROAD AND GO 03.0 MILES AN INTERSECTION WITH TWO CHURCHES AND A SCHOOL HOUSE. STATION IS IN THE SOUTHEAST CORNER OF THIS INTERSECTION. <p>STATION MARK, STAMPED CHURCH 1947, IS A STANDARD BRONZE DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND, ABOUT 37 FEET NORTHWEST FROM THE NORTHWEST CORNER OF CHURCH, 40.5 FEET SOUTH OF CENTERLINE OF BLACKTOP ROAD AND 43 FEET EAST OF GRAVEL ROAD. <p>REFERENCE MARK NO. 1, STAMPED CHURCH NO 1 1947, IS A STANDARD BRONZE DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND, 3.0 FEET NORTHWEST FROM THE NORTHWEST CORNER OF CHURCH. <p>REFERENCE MARK NO. 2, STAMPED CHURCH NO 2 1947, IS A STANDARD BRONZE DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND 20 FEET EAST OF THE GRAVEL ROAD. <p>AZIMUTH MARK, STAMPED CHURCH 1947, IS A STANDARD BRONZE DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT, 0.45 MILE NORTH OF THE STATION ON THE EAST SIDE OF THE ROAD, ABOUT 3 FEET WEST OF FENCE LINE AND 8 FEET SOUTH OF IRRIGATION DITCH. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RMS) THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK POST WAS FOUND GRADED OUT AND LYING ON TOP OF THE GROUND SO A NEW AZIMUTH MARK WAS SET ON THIS DATE. <p>THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A CHURCH LOT, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF LOVERS LANE LEADING NORTH, FRYE LANE LEADING SOUTH, AND SHORE ROAD RUNNING EAST AND WEST, AND IS AIRLINE ABOUT 9 MILES SOUTHEAST OF GILROY, 5 MILES NORTHEAST OF HOLLISTER, AND 1 MILE WEST OF DUNNEVILLE. <p>TO REACH THE STATION FROM THE OLD CITY HALL AT MONTEREY AND SIXTH STREETS IN GILROY GO SOUTH ON MONTEREY STREET (U.S. HIGHWAY 101) 3.2 MILES TO AN INTERSECTION. TURN LEFT ONTO STATE HIGHWAY 25 AND GO SOUTHEAST 5.6 MILES TO A SIDE ROAD ON THE LEFT. TURN LEFT ONTO SHORE ROAD AND GO NORTHEAST AND EAST 2.9 MILES TO A CROSS ROAD AND THE STATION. <p>THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK STAMPED CHURCH 1947 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS 41.9 FEET SOUTH OF THE CENTERLINE OF SHORE ROAD, 41 FEET EAST OF THE CENTERLINE OF FRYE LANE, AND 37.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN CHURCH BUILDING. <p>REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED CHURCH NO 1 1947 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND IS 54.9 FEET SOUTH OF THE CENTERLINE OF SHORE ROAD, 3.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. <p>REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED CHURCH NO 2 1947 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS 50.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 21 FEET EAST OF THE CENTERLINE OF FRYE LANE, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. <p>THE AZIMUTH MARK SET ON THIS DATE IS A C AND GS AZIMUTH MARK DISK STAMPED CHURCH 1947 AZ 2 1968 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 15.0 FEET EAST OF THE CENTERLINE OF LOVERS LANE, 14.0 FEET SOUTHWEST OF THE EAST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, AND 4.0 FEET SOUTH OF POWERLINE POLE 9. <p>TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON LOVERS LANE 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT. GU3571CIBOhttp://www.geocaching.com/mark/details.asp?PID=GU3571CIBOGeocacheGeocacheCIBOUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CIBO</h1> <b> PID </b> GU3571 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> QUIEN SABE VALLEY (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 49 38.77733(N) 121 13 08.93605(W) ADJUSTED <br> <b> NAVD 88 </b> 867.9 (meters) 2847. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.05 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.45 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 668,075.977 1</td><td>802,052.486</td><td> MT </td><td>0.99994693</td><td> -1 ' 19 26.1"</td></tr><tr><td>SPC CA 4 </td><td>2,191,845.93 5</td><td>912,233.86 </td><td> sFT </td><td>0.99994693</td><td> -1 ' 19 26.1"</td></tr><tr><td>SPC CA 3 </td><td> 536,586.732 1</td><td>935,839.897</td><td> MT </td><td>1.00005803</td><td> -0 ' 26 25.0"</td></tr><tr><td>SPC CA 3 </td><td>1,760,451.64 6</td><td>351,168.06 </td><td> sFT </td><td>1.00005803</td><td> -0 ' 26 25.0"</td></tr><tr><td>UTM 10 </td><td>4,077,209.511 </td><td>658,817.745</td><td> MT </td><td>0.99991074</td><td> +1 ' 04 03.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99986890 x 0.99994693 = 0.99981584 <br> <b>SPC CA 3 </b> 0.99986890 x 1.00005803 = 0.99992692 <br> <b>UTM 10 </b> 0.99986890 x 0.99991074 = 0.99977965 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CIBO AZ MK </td><td>195° 04' 22.4"</td></tr><tr><td>SPC CA 3 </td><td> CIBO AZ MK </td><td>194° 11' 21.3"</td></tr><tr><td>UTM 10 </td><td> CIBO AZ MK </td><td>192° 40' 52.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7392</td><td>CIBO RM 1 </td><td> 9.419 METERS</td><td>113° 22' </td></tr><tr><td>DA7391</td><td>CIBO AZ MK </td><td> </td><td>193° 44' 56.3"</td></tr><tr><td>DA7393</td><td>CIBO RM 2 </td><td> 12.099 METERS</td><td>248° 09' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 49 38.78334(N) 121 13 08.93658(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 49 38.97366(N) 121 13 05.22267(W) AD( ) 2 <br> NGVD 29 (07/19/86) 867.0 (m) 2844. (f) VERT ANG <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: 10SFF5881877210(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC) STATION IS ON A HIGH ROCKY HILL, THE HIGHEST PART OF CIBO PEAK, ON PROPERTY OWNED BY THE QUIEN SABE RANCH. IT IS ABOUT 10-1/2 MILES EAST-SOUTHEAST OF HOLLISTER AND 6 MILES NORTHEAST OF TRES PINOS. <p>TO REACH THE STATION FROM THE POST OFFICE IN HOLLISTER, GO WEST ON FIFTH STREET FOR 0.05 TO THE JUNCTION WITH SAN BENITO STREET. TURN LEFT AND GO SOUTH ON SAN BENITO STREET FOR 0.8 MILE TO THE JUNCTION WITH NASH ROAD. TURN LEFT AND GO EAST ON NASH ROAD FOR 0.55 MILE TO A FORK. TAKE THE RIGHT FORK, AIRLINE HIGHWAY, AND GO SOUTHERLY FOR 5.65 MILES TO THE JUNCTION WITH QUIEN SABE ROAD ON THE LEFT IN TRES PINOS. TURN LEFT ON QUIEN SABE ROAD AND GO EASTERLY FOR 3.35 MILES TO A T-ROAD JUNCTION. TURN RIGHT AND CONTINUE ON QUIEN SABE ROAD FOR 0.65 MILE TO A FORK. TAKE THE LEFT FORK, QUIEN SABE ROAD FOR 3.25 MILES TO A CATTLE GUARD, A WHITE BOARD GATE AND THE AZIMUTH MARK ON THE LEFT. CONTINUE ON QUIEN SABE ROAD FOR 0.9 MILE TO A FORK AND A SIGN QUIEN SABE MILL. TAKE THE LEFT FORK AND CONTINUE ON PAVED ROAD FOR 1.45 MILES TO THE END OF THE PAVEMENT AT A STONE WALL AND A SIGN ON THE WALL QUIEN SABE RANCHO 1938. TURN LEFT ON DIRT ROAD JUST OUTSIDE OF STONE WALL AND GO UP HILL FOR 0.1 MILE TO A FORK. TAKE THE LEFT FORK AND FOLLOW ALONG A POWERLINE FOR 0.8 MILE TO TWO POLES IN THE POWERLINE. TURN LEFT UP HILL ON TRACK ROAD FOR 0.4 MILE TO THE END OF THE ROAD JUST BELOW A LARGE OUTCROPPING OF ROCKS AND THE END OF TRUCK TRAVEL. FROM HERE PACK UP PAST THE ROCKS TO THE HIGHEST POINT AND THE STATION. IT IS ABOUT A 5 MINUTE PACK. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP PROJECTING 14 INCHES. IT IS 12 FEET SOUTH-SOUTHWEST OF A TELEVISION ANTENNA POLE AND 8 FEET NORTHWEST OF A WITNESS POST. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CIBO USGS NO 1 1962, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP THAT IS FLUSH TO THE WEST AND PROJECTS 1 FOOT TO THE EAST. IT IS 28 FEET SOUTHEAST OF THE ANTENNA POLE AND ABOUT 4 FEET LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CIBO USGS NO 2 1962, CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2-1/2 FOOT ROCK OUTCROP PROJECTING 2 INCHES TO THE NORTH AND 8 INCHES TO THE SOUTH. IT IS 52 FEET SOUTH-SOUTHWEST OF THE ANTENNA POLE AND ABOUT 5 FEET LOWER THAN THE STATION. <p>AZIMUTH MARK IS A STANDARD DISK, STAMPED CIBO USGS 1962, CEMENTED IN A DRILL HOLE IN A 1 X 2-1/2 FOOT ROCK OUTCROP PROJECTING 3 INCHES. IT IS 179 FEET NORTH OF THE CENTERLINE OF A CATTLE GUARD AND PAVED ROAD AND 2.4 FEET NORTHWEST OF A WITNESS POST. IT IS ABOUT 60 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LDK) RECOVERED THE STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION AS DESCRIBED. DESCRIPTION TO REACH IS ADEQUATE. AZIMUTH MARK WAS NOT SEARCHED FOR. STATION OCCUPIED BY LIGHTKEEPERS ONLY. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NE OF TRES PINOS GU4288CIBO USGS 1962http://www.geocaching.com/mark/details.asp?PID=GU4288CIBO USGS 1962GeocacheGeocacheCIBO USGS 1962USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CIBO USGS 1962</h1> <b> PID </b> GU4288 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> QUIEN SABE VALLEY (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 39. (N) 121 13 09. (W) SCALED <br> <b> NAVD 88 </b> 867.94 (+/-2cm) 2847.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.45 (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> 668,080. </td><td> 1,802,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 867.00 (m) 2844.5 (f) LEVELING 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: 10SFF588772(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>1962 </td><td>MONUMENTED </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1962 THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. <p>SEE STATION CIBO (USGS) GU3608CIENEGAhttp://www.geocaching.com/mark/details.asp?PID=GU3608CIENEGAGeocacheGeocacheCIENEGACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CIENEGA</h1> <b> PID </b> GU3608 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 45 02.95124(N) 121 21 20.78907(W) ADJUSTED <br> <b> NAVD 88 </b> 415.6 (meters) 1364. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.22 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.87 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 659,866.649 1</td><td>789,659.338</td><td> MT </td><td>0.99994313</td><td> -1 ' 24 19.5"</td></tr><tr><td>SPC CA 4 </td><td>2,164,912.50 5</td><td>871,574.01 </td><td> sFT </td><td>0.99994313</td><td> -1 ' 24 19.5"</td></tr><tr><td>UTM 10 </td><td>4,068,490.912 </td><td>646,778.477</td><td> MT </td><td>0.99986542</td><td> +0 ' 59 02.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99993994 x 0.99994313 = 0.99988307 <br> <b>UTM 10 </b> 0.99993994 x 0.99986542 = 0.99980536 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> AIRLINE </td><td>120° 12' 51.9"</td></tr><tr><td>UTM 10 </td><td> AIRLINE </td><td>117° 49' 30.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3606</td><td>EYRE </td><td> 33.809 METERS</td><td>077° 48' </td></tr><tr><td>GU3588</td><td>AIRLINE </td><td>APPROX. 7.9 KM</td><td>118° 48' 32.4"</td></tr><tr><td>DA7394</td><td>CIENEGA RM 1 </td><td> 7.449 METERS</td><td>171° 28' </td></tr><tr><td>GU3813</td><td>FREMONT PEAK TV STA KSBW MAST </td><td>APPROX.13.1 KM</td><td>272° 39' 20.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 45 02.95164(N) 121 21 20.78483(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 45 03.12964(N) 121 21 17.04605(W) AD( ) 2 <br> NGVD 29 (07/19/86) 414.7 (m) 1361. (f) VERT ANG <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: 10SFF4677868491(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>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 SEE STATION CIENEGA <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA EAST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING EAST OF THE FAULT ZONE. GU4294CIENEGA 1962http://www.geocaching.com/mark/details.asp?PID=GU4294CIENEGA 1962GeocacheGeocacheCIENEGA 1962CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CIENEGA 1962</h1> <b> PID </b> GU4294 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 03. (N) 121 21 21. (W) SCALED <br> <b> NAVD 88 </b> 415.62 (+/-2cm) 1363.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.87 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 659,870. </td><td> 1,789,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 414.70 (m) 1360.6 (f) LEVELING 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: 10SFF467684(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><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION IS ON A HIGH BRUSH COVERED HILL WITH A ROW OF TREES ALONG THE EAST SIDE OF THE HILL, ABOUT 7-1/2 MILES SOUTH-SOUTHEAST OF HOLLISTER, 3-1/2 MILES SOUTHWEST OF TRES PINOS AND 1 MILE NORTHEAST OF CIENEGA ROAD. ON LAND OWNED BY DEAN A EYRE. <p>TO REACH FROM THE POST OFFICE IN TRES PINOS. GO NORTHWESTERLY ON STATE HIGHWAY 25 FOR 0.1 MILE TO SOUTHSIDE ROAD ON THE LEFT. TURN LEFT, WESTERLY ON SOUTHSIDE ROAD FOR 2.1 MILES TO THOMAS ROAD ON THE LEFT, JUST BEFORE REACHING A STEEL BRIDGE. TURN LEFT, SOUTHERLY ON THOMAS ROAD FOR 0.2 MILE TO WHERE THOMAS ROAD TURNS LEFT. TURN LEFT, EAST ON THOMAS ROAD FOR 1.5 MILES TO A FORK. TAKE THE LEFT FORK, MAIN ROAD FOR 1.1 MILES TO THE END OF PAVED ROAD AND A FARM HOUSE ON THE LEFT. CONTINUE AHEAD AND TURN LEFT, KEEPING THE HOUSE ON YOUR LEFT FOR 0.1 MILE TO A GATE. PASS THROUGH AND CONTINUE AHEAD ON FARM ROAD FOR 0.15 MILE TO A REVERSE FORK. TURN SHARP RIGHT, ON FARM ROAD FOR 0.1 MILE TO A FORK. TAKE THE RIGHT FORK, FARM ROAD FOR 0.6 MILE TO A METAL GATE. PASS THROUGH AND CONTINUE AHEAD ON THE MAIN ROAD FOR 0.5 MILE TO A WATER TANK ON THE RIGHT. CONTINUE AHEAD ON THE MAIN ROAD FOR 0.8 MILE TO A DIM FORK. TAKE THE RIGHT FORK, DIM TRACK ROAD UP HILL FOR 0.25 MILE TO A SADDLE AT BRUSH LINE. CONTINUE AHEAD UP HILL ON DIM TRACK ROAD FOR 0.15 MILE TO THE HIGHEST POINT AND STATION. <p>STATION MARK IS A STANDARD DISK, STAMPED CIENEGA 1962, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 5 INCHES. IT IS 4 FEET NORTH OF A WITNESS POST AND ON THE HIGHEST POINT OF THE HILL. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CIENEGA NO 1 1962, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 6 INCHES. IT IS ABOUT THE SAME ELEVATION AS THE STATION. <p>EYRE (USBR) IS A BUREAU OF RECLAMATION DISK, STAMPED EYRE 1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE PROJECTING 15 INCHES. IT IS 9 FEET SOUTHEAST OF A TREE AND ABOUT 3 FEET LOWER THAN THE STATION. <p>NO SUITABLE PLACE FOR AN AZIMUTH MARK. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND) THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION. A SHORTER DISTANCE OF 0.09 FOOT OR 0.029 METERS WAS NOTED TO EYRE (USBR). <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTHWEST OF TRES PINOS <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND) ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962 AND FOUND IN GOOD CONDITION. ALL DISTANCES AND DIRECTIONS CHECKED. <p>THE 1962 DESCRIPTION IS ADEQUATE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES SOUTHWEST OF TRES PINOS <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA) THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962. THE 1962 DESCRIPTION IS ADEQUATE. THE DISTANCE TO EYRE (USBR) (R.M. 2) WAS TRAVERSED AT THIS TIME. <p>NO MEASUREMENT WAS MADE BETWEEN EYRE (USBR) (R.M. 2) AND R.M. 1 DUE TO THE TERRAIN. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LJW) RECOVERED THE STATION AND REFERENCE MARKS IN GOOD CONDITION AS DESCRIBED. <p>HEIGHT OF LIGHT ABOVE STATION MARK 5.06 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES SSE OF HOLLISTER GU3820CRISShttp://www.geocaching.com/mark/details.asp?PID=GU3820CRISSGeocacheGeocacheCRISSCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CRISS</h1> <b> PID </b> GU3820 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 49 50.46861(N) 121 30 39.51100(W) ADJUSTED <br> <b> NAVD 88 </b> 71.1 (meters) 233. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.34 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.08 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 669,077.261 1</td><td>776,036.656</td><td> MT </td><td>0.99994713</td><td> -1 ' 29 52.9"</td></tr><tr><td>SPC CA 4 </td><td>2,195,130.98 5</td><td>826,880.26 </td><td> sFT </td><td>0.99994713</td><td> -1 ' 29 52.9"</td></tr><tr><td>SPC CA 3 </td><td> 537,187.793 1</td><td>909,808.866</td><td> MT </td><td>1.00005713</td><td> -0 ' 37 08.2"</td></tr><tr><td>SPC CA 3 </td><td>1,762,423.62 6</td><td>265,764.59 </td><td> sFT </td><td>1.00005713</td><td> -0 ' 37 08.2"</td></tr><tr><td>UTM 10 </td><td>4,077,124.505 </td><td>632,784.991</td><td> MT </td><td>0.99981722</td><td> +0 ' 53 33.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999404 x 0.99994713 = 0.99994117 <br> <b>SPC CA 3 </b> 0.99999404 x 1.00005713 = 1.00005117 <br> <b>UTM 10 </b> 0.99999404 x 0.99981722 = 0.99981126 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> ORDER </td><td>296° 33' 02.5"</td></tr><tr><td>SPC CA 3 </td><td> ORDER </td><td>295° 40' 17.8"</td></tr><tr><td>UTM 10 </td><td> ORDER </td><td>294° 09' 35.8"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7447</td><td>CRISS RM 1 </td><td> 14.815 METERS</td><td>173° 39' </td></tr><tr><td>DA7448</td><td>CRISS RM 2 </td><td> 19.952 METERS</td><td>246° 00' </td></tr><tr><td>GU3827</td><td>ORDER </td><td>APPROX. 5.2 KM</td><td>295° 03' 09.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 49 50.46648(N) 121 30 39.50432(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 49 50.64698(N) 121 30 35.74050(W) AD( ) 2 <br> NGVD 29 (07/19/86) 70.2 (m) 230. (f) VERT ANG <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: 10SFF3278577125(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1973 (LJW) THE STATION IS LOCATED 1.75 AIRMILES S.E. OF SAN JUAN BAUTISTA ON MISSION VINEYARD DR. IT IS ON THE PROPERTY OF JOHN BAUMGARDNER, 100 FEET EAST OF A LARGE RED STORAGE BARN. <p>TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 156 AND SAN BENITO COUNTY ROAD G-1, TAKE COUNTY ROAD G-1 TO THE SOUTH FOR 0.36 MILES TO A 3-WAY FORK. TAKE THE LEFT FORK (MISSION VINEYARD DRIVE) FOR 0.55 MILES TO ENTRANCE/ST. FRANCIS RETREAT AND RANCHO SAN JUSTO, CONTINUE STRAIGHT AHEAD FOR 0.68 MILES ON MISSION VINEYARD DRIVE TO THE STATION ON THE LEFT. THE STATION IS 22 FEET NE OF THE ROAD, 3.5 FEET SW OF THE FENCELINE, 100 FEET EAST OF A LARGE RED STORAGE BARN, AND 27 FEET NW OF POWER POLE 15. <p>STATION MARKS ARE STANDARD (CADH) BRASS DISCS STAMPED CRISS 1973. THE SURFACE DISC IS SET IN A 14 INCH DIAMETER CONCRETE CYLINDER - FLUSH WITH THE GROUND. THE UNDERGROUND MARK IS SET IN CONCRETE - 40 INCHES BELOW THE GROUND SURFACE. <p>REFERENCE MARK NO. 1, IS A STANDARD (CADH) BRASS DISC STAMPED CRISS NO. 1 1973, SET IN A 12 INCH DIAMETER CONCRETE CYLINDER - FLUSH WITH THE GROUND. IT IS IN A FENCELINE AT THE FENCE CORNER ON THE OPPOSITE SIDE OF ROAD FROM THE STATION AND 0.7 FEET HIGHER THAN THE STATION MARK. <p>REFERENCE MARK NO. 2 IS A STANDARD (CADH) BRASS DISC STAMPED CRISS NO. 2 1973 SET IN A 12 INCH DIAMETER CONCRETE CYLINDER FLUSH WITH THE GROUND. IT IS 9 FEET NW ALONG FENCE FROM CHAIN LINK GATE POST AND 1.9 FEET HIGHER THAN THE STATION MARK. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. GU3581CROSShttp://www.geocaching.com/mark/details.asp?PID=GU3581CROSSGeocacheGeocacheCROSSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CROSS</h1> <b> PID </b> GU3581 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 37 16.23730(N) 121 11 27.41442(W) ADJUSTED <br> <b> NAVD 88 </b> 775.7 (meters) 2545. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.98 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.66 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 645,136.179 1</td><td>804,045.420</td><td> MT </td><td>0.99994077</td><td> -1 ' 18 25.5"</td></tr><tr><td>SPC CA 4 </td><td>2,116,584.28 5</td><td>918,772.35 </td><td> sFT </td><td>0.99994077</td><td> -1 ' 18 25.5"</td></tr><tr><td>UTM 10 </td><td>4,054,373.325 </td><td>661,765.106</td><td> MT </td><td>0.99992240</td><td> +1 ' 04 45.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99988341 x 0.99994077 = 0.99982418 <br> <b>UTM 10 </b> 0.99988341 x 0.99992240 = 0.99980582 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> CROSS AZ MK </td><td>192° 49' 42.2"</td></tr><tr><td>UTM 10 </td><td> CROSS AZ MK </td><td>190° 26' 31.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7454</td><td>CROSS RM 2 </td><td> 7.341 METERS</td><td>057° 39' </td></tr><tr><td>GU3578</td><td>CALL MOUNTAIN LOOKOUT HOUSE </td><td>APPROX.10.9 KM</td><td>091° 09' 01.1"</td></tr><tr><td>DA7452</td><td>CROSS AZ MK </td><td> </td><td>191° 31' 16.7"</td></tr><tr><td>DA7453</td><td>CROSS RM 1 </td><td> 5.968 METERS</td><td>327° 29' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 37 16.23866(N) 121 11 27.40755(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 37 16.37531(N) 121 11 23.68174(W) AD( ) 1 <br> NGVD 29 (07/19/86) 774.7 (m) 2542. (f) VERT ANG <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: 10SFF6176554373(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 SEE STATION CROSS <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA WEST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING WEST OF THE FAULT ZONE. GU3811CROSShttp://www.geocaching.com/mark/details.asp?PID=GU3811CROSSGeocacheGeocacheCROSSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CROSS</h1> <b> PID </b> GU3811 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 49 21.55849(N) 121 31 06.32909(W) ADJUSTED <br> <b> NAVD 88 </b> 294.2 (meters) 965. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.09 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.06 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <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.) <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> 668,203.822 1</td><td>775,348.996</td><td> MT </td><td>0.99994664</td><td> -1 ' 30 08.9"</td></tr><tr><td>SPC CA 4 </td><td>2,192,265.37 5</td><td>824,624.16 </td><td> sFT </td><td>0.99994664</td><td> -1 ' 30 08.9"</td></tr><tr><td>SPC CA 3 </td><td> 536,303.810 1</td><td>909,134.611</td><td> MT </td><td>1.00005937</td><td> -0 ' 37 24.6"</td></tr><tr><td>SPC CA 3 </td><td>1,759,523.42 6</td><td>263,552.47 </td><td> sFT </td><td>1.00005937</td><td> -0 ' 37 24.6"</td></tr><tr><td>UTM 10 </td><td>4,076,223.261 </td><td>632,134.448</td><td> MT </td><td>0.99981509</td><td> +0 ' 53 17.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99995902 x 0.99994664 = 0.99990567 <br> <b>SPC CA 3 </b> 0.99995902 x 1.00005937 = 1.00001839 <br> <b>UTM 10 </b> 0.99995902 x 0.99981509 = 0.99977412 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> W 697 RESET </td><td>359° 20' 23.1"</td></tr><tr><td>SPC CA 3 </td><td> W 697 RESET </td><td>358° 27' 38.8"</td></tr><tr><td>UTM 10 </td><td> W 697 RESET </td><td>356° 56' 57.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3813</td><td>FREMONT PEAK TV STA KSBW MAST </td><td>APPROX. 7.5 KM</td><td>169° 07' 38.5"</td></tr><tr><td>DA7451</td><td>CROSS RM 2 </td><td> 25.568 METERS</td><td>194° 17' </td></tr><tr><td>DA7450</td><td>CROSS RM 1 </td><td> 19.782 METERS</td><td>311° 18' </td></tr><tr><td>DA7449</td><td>CROSS AZ MK </td><td> </td><td>327° 55' 53.1"</td></tr><tr><td>GU2062</td><td>W 697 RESET </td><td>APPROX. 2.0 KM</td><td>357° 50' 14.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 49 21.55615(N) 121 31 06.32235(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 49 21.73586(N) 121 31 02.55819(W) AD( ) 1 <br> NGVD 29 (07/19/86) 293.3 (m) 962. (f) VERT ANG <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: 10SFF3213476223(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1930 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (GLB) ON GRASSY HILL ABOUT 0.8 MILE SOUTH OF SAN JUAN AND ABOUT 20 METERS (66 FEET) SOUTH OF LARGE CONCRETE CROSS. TO REACH FROM SALINAS FORKS SOUTH OF SAN JUAN, GO SOUTH 0.2 MILE, TURN LEFT AND GO PAST CEMENT PLANT, CONTINUE 2.7 MILES UP MAIN ROAD AND TURN LEFT ONTO OLD WOODS ROAD, GO ABOUT 100 FEET, TURN SHARPLY TO LEFT AND CONTINUE ON LEFT-HAND ROAD TO STATION SITE. SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A. SURFACE MARK PROJECTS 4 INCHES. REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK, NOTE 11C, IN BASE OF CONCRETE CROSS, ON SOUTHEAST CORNER OF FIRST STEP, AND 19.802 METERS (64.97 FEET) FROM STATION IN AZIMUTH 131 DEG 16 MIN. REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK IN BOULDER, NOTE 12C, 25.655 METERS (84.17 FEET) FROM STATION IN AZIMUTH 14 DEG 18 MIN. <p> <h2>STATION RECOVERY (1951) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT) STATION AND ALL MARKS RECOVERED IN GOOD CONDITION. A SLIGHT DIFFERENCE IN DISTANCES TO REFERENCE MARKS WAS NOTED BUT NO NOTICEABLE MOVEMENT OF ANY OF THE MARKS. IT IS BELIEVED THE PREVIOUS MEASUREMENT TO R.M. 2 WAS SLOPE DISTANCE. AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. A NEW DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED ABOUT 6 MILES AIR LINE WSW OF HOLLISTER AND 0.8 MILE AIR LINE SE OF SAN JUAN BAUTISTA. IT IS ON THE HIGHEST POINT OF A GRASSY HILL, 66 FEET SE OF A LARGE CONCRETE CROSS AND 4 FEET W OF A WHITE WITNESS POST. THE MARK IS A STANDARD STATION DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND. THE MARK IS STAMPED CROSS 1930. <p>THE UNDERGROUND MARK IS A STANDARD STATION DISK SET IN CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND IN 1930. <p>R.M. 1 IS A STANDARD REFERENCE DISK SET IN THE SE CORNER OF THE BOTTOM CONCRETE STEP AT THE BASE OF A LARGE CROSS. THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION. THE STEP IS ABOUT 1 FOOT ABOVE THE GROUND. THE MARK IS STAMPED CROSS NO 1 1930. <p>R.M. 2 IS A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND. IT IS ABOUT 6 FEET LOWER THAN THE STATION. THE MARK IS STAMPED CROSS NO 2 1930. <p>THE AZIMUTH MARK IS LOCATED 26 FEET S OF THE CENTER OF STATE HIGHWAY 156, 3.7 FEET E OF HIGH LINE POLE 5 AND 3.1 FEET W OF A WHITE WITNESS POST. IT IS A STANDARD AZIMUTH DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND. THE MARK IS STAMPED CROSS 1951. <p>TO REACH FROM THE POST OFFICE IN SAN JUAN BAUTISTA, GO S FOR 1/2 BLOCK TO STATE HIGHWAY 156. TURN LEFT AND FOLLOW THE HIGHWAY FOR 0.5 MILE TO A FORK AND SIGN FREMONT PEAK 11. (CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TAKE THE RIGHT FORK AND GO 0.25 MILE TO A FORK AND SIGN FREMONT PEAK 11. TAKE THE LEFT FORK AND GO 2.35 MILES TO A DIRT ROAD LEFT AND A GATE. TURN LEFT ON THE DIRT ROAD, PASS THROUGH THE GATE AND FOLLOW THE ROAD FOR 1.0 MILE TO THE HIGHEST POINT AND THE STATION. A DRIVE STATION. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION MARK, AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY L.G.T. IN 1951 AND IN GOOD CONDITION. THE AZIMUTH MARK WAS FOUND BUT FARM EQUIPMENT HAD HIT IT AND DESTROYED THE MARK. BENCH MARK W 697 RESET 1961 WAS USED AS AN AZIMUTH MARK FOR THE STATION. THERE IS NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS. A NEW DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED ABOUT 6 MILES WEST SOUTHWEST OF HOLLISTER AND 0.9 MILE SOUTHEAST OF SAN JUAN BAUTISTA. IT IS ON THE HIGHEST POINT OF A GRASSY HILL, AND 66 FEET SOUTHEAST OF A LARGE CONCRETE CROSS. <p>TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 156 AND COUNTY ROAD G 1, (SALINAS ROAD) WHICH IS SOUTH OF SAN JUAN BAUTISTA, GO SOUTH ON COUNTY ROAD G 1 FOR 0.2 MILE TO A FORK AND SIGN FREMONT PEAK 11. TAKE THE RIGHT FORK AND GO 0.2 MILE TO A FORK AND SIGN FREMONT PEAK 11 TAKE THE LEFT FORK AND GO 2.45 MILES TO A DIRT ROAD LEFT AND A GATE. TURN LEFT, PASS THROUGH THE GATE AND CONTINUE ON THE DIRT ROAD 0.5 MILE TO A WATER TANK AND A GATE. PASS THROUGH THE GATE AND FOLLOW THE ROAD UP THE HILL FOR 0.6 MILE TO THE CROSS AND THE STATION. TO REACH THE AZIMUTH MARK FROM THE SAME JUNCTION GO EAST ON STATE HIGHWAY 156 FOR 0.8 MILE TO A SIDE ROAD RIGHT. TURN RIGHT 75 YARDS TO A BRIDGE AND THE AZIMUTH MARK IN THE BRIDGE. <p>THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1930, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND. <p>THE UNDERGROUND MARK IS A STANDARD STATION DISK SET IN CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND IN 1930. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1930, SET IN THE SOUTHEAST CORNER OF THE BOTTOM CONCRETE STEP AT THE BASE OF A LARGE CROSS. THE STEP IS 1 FOOT ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1930, SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND. THE MARK IS 6 FEET LOWER THAN THE STATION MARK. <p>BENCH MARK W 697 RESET 1961 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK, STAMPED W 697 RESET 1961, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE EAST SIDE OF A CONCRETE BRIDGE ABUTMENT THAT PROJECTS 2 INCHES ABOVE THE ROAD SURFACE. THE MARK IS 17.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD (OLD HIGHWAY 156) AND 19 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 156. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WFF) THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDITION. THE DESCRIPTION TO REACH THE STATION IS ADEQUATE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9 MILES SOUTH-SOUTHEAST PAICINES. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LJW) RECOVERED THE STATION, REFERENCE MARKS, AND AZIMUTH MARK IN GOOD CONDITION AS DESCRIBED. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4.70 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 0.8 MILES SE OF SAN JUAN BAUTISTA. GU4289CROSS 1944http://www.geocaching.com/mark/details.asp?PID=GU4289CROSS 1944GeocacheGeocacheCROSS 1944CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CROSS 1944</h1> <b> PID </b> GU4289 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 37 16. (N) 121 11 27. (W) SCALED <br> <b> NAVD 88 </b> 775.67 (+/-2cm) 2544.8 (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> 645,130. </td><td> 1,804,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (07/19/86) 774.70 (m) 2541.7 (f) LEVELING 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: 10SFF617543(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1946 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1963 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1964 </td><td>SEE DESCRIPTION </td><td>CADH</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1976 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS) THE STATION IS ON THE E SIDE OF THE SAN BENITO VALLEY, 9 MILES SSE OF PAICINES, AND ON THE SUMMIT OF THE HIGHEST ONE OF A GROUP OF PROMINENT GRASSY HILLS. IT IS 3 FEET S OF AN E-W WIRE FENCE AND 2.5 METERS NW OF A WOODEN CROSS WHICH IS ABOUT 20 FEET HIGH. <p>STATION MARK IS A BRONZE STATION DISK WELDED TO A 2-1/2-INCH CAST-IRON PIPE WHICH IS EMBEDDED IN CONCRETE IN THE GROUND. IT IS STAMPED CROSS 1944 AND PROJECTS ABOUT 6 INCHES. <p>REFERENCE MARK 1 IS 1 FOOT N OF THE FENCE. IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST. IT IS STAMPED CROSS NO 1 1944 AND PROJECTS ABOUT 6 INCHES. <p>REFERENCE MARK 2 IS 17 FEET N OF THE FENCE. IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST. IT IS STAMPED CROSS NO 2 1944 AND PROJECTS ABOUT 6 INCHES. <p>AZIMUTH MARK IS 20 YARDS E OF THE CENTER LINE OF STATE HIGHWAY 25. IT IS A BRONZE AZIMUTH DISK SET IN A LARGE (30- BY 30-FOOT) BOULDER WHICH LIES AT THE EDGE OF A CULTIVATED FIELD. IT IS STAMPED CROSS 1944. <p>TO REACH FROM PAICINES, GO S ON STATE HIGHWAY 25 FOR 10.25 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE S ON THE HIGHWAY FOR 0.65 MILE AND TURN LEFT ON A PAVED ROAD LEADING E, GO 0.5 MILE AND TURN N THROUGH A BOARD GATE ON THE LEFT. FOLLOW THE TRACK ROAD FOR 0.3 MILE TO A BARN AND CONTINUE N ON THE TRACK ROAD. GO 2.8 MILES AND TURN LEFT ALONG THE S SIDE OF A FENCE. GO 0.2 MILE AND KEEP THE LEFT FORK OUTSIDE OF ANOTHER FENCE. GO 0.95 MILE ALONG A FIREBREAK TO THE FOOT OF THE GRASSY HILL ON WHICH A LARGE WOODEN CROSS AND THE STATION IS LOCATED. GO SE UP THE HILL TO ITS SUMMIT AND THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER. <p> <h2>STATION RECOVERY (1946) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB) STATION IS LOCATED ON THE E SIDE OF THE SAN BENITO VALLEY, 9.0 MILES SSE OF PAICINES, AND ON THE SUMMIT OF THE HIGHEST ONE OF A GROUP OF PROMINENT GRASSY HILLS. <p>STATION IS REACHED AS FOLLOWS--FROM PAICINES GO S, ON STATE HIGHWAY 25, FOR 10.25 MILES TO AZIMUTH MARK ON THE LEFT. CONTINUE S 0.65 MILE TO PAVED ROAD ON THE LEFT (E). TURN LEFT ON PAVED ROAD AND GO 0.5 MILE TO GATE ON THE N SIDE OF THE ROAD. PASS THROUGH GATE AND GO 0.3 MILE TO BARN. CONTINUE N ON TRACK ROAD AND GO 2.8 MILES. TURN LEFT ALONG S SIDE OF FENCE AND GO 0.2 MILE. TAKE LEFT FORK, OUTSIDE OF ANOTHER FENCE, AND GO 0.95 MILE ALONG FIREBREAK TO THE FOOT OF GRASSY HILL ON WHICH A LARGE WOODEN CROSS AND THE STATION ARE LOCATED. GO SE UP HILL TO THE SUMMIT AND STATION. <p>STATION MARK, STAMPED CROSS 1944, IS A BRONZE DISK BRAZED TO THE TOP OF A CAST-IRON PIPE THAT IS 2-1/2 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS 3.0 FEET S OF AN E-W WIRE FENCE, AND 2.5 METERS NW OF A WOODEN CROSS THAT IS ABOUT 20.0 FEET HIGH. <p>AZIMUTH MARK, STAMPED CROSS 1944, IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS ABOUT 30.0 FEET SQUARE. IT IS 60.0 FEET E OF THE CENTER LINE OF STATE HIGHWAY 25, NEAR THE EDGE OF A CULTIVATED FIELD. <p>R.M. 1, STAMPED CROSS NO 1 1944, IS A BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS 1.0 FOOT N OF FENCE. <p>R.M. 2, STAMPED CROSS NO 2 1944, IS A BRONZE DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. IT IS 17.0 FEET N OF FENCE. <p>ALL MARKS FOUND IN GOOD CONDITION. NO OBSERVATIONS TAKEN AT STATION. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION, REFERENCE MARK 1, 2, THE AZIMUTH MARK AND THE CROSS WERE RECOVERED AS PREVIOUSLY DESCRIBED. DUE TO ROAD CHANGES A NEW ROUTING TO THE STATION IS NOTED BELOW. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES JUNCTION GO SOUTHERLY ON STATE HIGHWAY 25 FOR 10.8 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTHERLY FOR 0.6 MILE TO A PAVED SIDE ROAD ON THE LEFT JUST AFTER CROSSING A BRIDGE AND AT A SIGN WILLOW CREEK CATTLE CORRALS. TURN SHARP LEFT AND GO 0.95 MILE TO A TRACK ROAD LEFT, 0.1 MILE BEFORE REACHING THE MELENDY RANCH HOUSE. (REPORT TO THE MELENDY SISTERS BEFORE GOING TO THE STATION) TURN LEFT ON THE LEFT ONE OF TWO ROADS AND GO 0.05 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE NORTHEAST AND NORTH ALONG THE RIGHT EDGE OF A BRUSHY WASH FOR 0.75 MILE TO AN OLD BUILDING ON THE LEFT. TURN RIGHT AND FOLLOW THE ROAD UP GRADE FOR 0.15 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE 1.25 MILES TO A GATE. PASS THROUGH THE GATE AND CONTINUE FOR 0.55 MILE TO A FORK AT A CORRAL. TAKE THE LEFT FORK AND CONTINUE FOR 0.25 MILE TO A T-JUNCTION AT A FENCE. TURN LEFT AND GO WESTERLY FOR 1.1 MILES. AT THIS POINT LEAVE THE MAIN ROAD AND GO SOUTHERLY CROSS COUNTRY FOR 0.15 MILE TO THE HIGHEST POINT AND THE STATION. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1944 DESCRIPTION AND ALL MARKS WERE FOUND STABLE AT THIS TIME. <p>A DISCREPANCY WAS FOUND IN THE DISTANCE AND DIRECTION TO REFERENCE MARK NUMBER 1 DISTANCE BEING + 0.009 METERS AND DIRECTION BEING 2 FT AND 32 IN. <p>THE 1946 DESCRIPTION WAS FOUND TO BE ADEQUATE. <p>THE CROSS LOCATED AT THE STATION IS NOW LEANING SLIGHTLY EAST. <p>ALL OBSERVATION WERE TAKEN FROM A 4 FOOT STAND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1964 (LDK) STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. <p>A NEW TO REACH IS AS FOLLOWS--FROM PAICINES GO S. ON STATE HIGHWAY 25, FOR 10.25 MILES TO AZIMUTH MARK ON THE LEFT, CONTINUE S ON STATE HIGHWAY 25 FOR 0.4 MILES TO A FARMHOUSE ON THE LEFT. TURN LEFT INTO FARM ROAD AND PROCEDE THROUGH FARM YARD, ACROSS A CREEK AND A FIELD TO BARN. GO N ON TRACK ROAD 2.8 MILES. TURN LEFT ALONG S SIDE OF FENCE AND GO 0.2 MILE. TAKE LEFT FORK, OUTSIDE OF ANOTHER FENCE, AND GO 0.95 MILES ALONG FIREBREAK TO FOOT OF GRASSY HILL ON WHICH A LARGE WOODEN CROSS AND THE STATION ARE LOCATED. GO SE UPHILL TO THE SUMMIT AND STATION. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND) THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION. <p>A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS. <p>THE STATION IS LOCATED ABOUT 9 AIRLINE MILES SOUTH-SOUTHEAST OF PAICINES, ON THE EAST SIDE OF THE SAN BENITO VALLEY AND ON THE HIGHEST ONE OF SEVERAL HIGH GRASS COVERED HILLS. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 25 FOR 10.3 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD. CONTINUE SOUTH-SOUTHEAST ON STATE HIGHWAY 25 FOR 0.75 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHEAST ON WILLOW CREEK ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT JUST AFTER CROSSING THE SAN BENITO RIVER. TURN LEFT AND GO EAST AND NORTH ALONG THE SOUTHEAST SIDE OF THE SAN BENITO RIVER FOR 0.85 MILE TO SEVERAL OLD RANCH BUILDINGS ON THE LEFT. TURN RIGHT AND GO EASTERLY UPHILL ON A WINDING BLADED ROAD FOR 2.3 MILES TO A T-INTERSECTION IN A SADDLE. TURN LEFT AND GO NORTH AND WEST ON A TRACK ROAD FOR 1.2 MILE TO THE HIGHEST POINT OF THE HILLS AND THE STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED CROSS 1944, BRAZED TO THE TOP OF A 3-INCH ROUND CAST IRON SOIL PIPE WHICH PROJECTS 3-INCHES. IT IS 8 FEET WEST OF A LARGE WOODEN CROSS, 5.1 FEET SOUTH OF A WITNESS POST AND 5 FEET SOUTH OF A FENCE. (NOTE DESC.) <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED CROSS NO 1 1944, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES. IT IS 27.5 FEET WEST-NORTHWEST OF THE WOODEN CROSS, 18.6 FEET WEST OF THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE. (NOTE 11A) <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED CROSS NO 2 1944, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES. IT IS 23 FEET NORTH OF THE WOODEN CROSS, 19.4 FEET NORTH OF THE WITNESS POST AND 17 FEET NORTH OF THE FENCE. (NOTE 11A) <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED CROSS 1944, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 30 FEET ON THE NORTH SIDE AND 10 FEET ON THE SOUTH SIDE. IT IS 90 FEET EAST-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 25, 50 FEET EAST-NORTHEAST OF A FENCE LINE AND 23 FEET EAST-NORTHEAST OF A POWERLINE POLE. (NOTE 17C) <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CND) THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1967 DESCRIPTION. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH-SOUTHEAST OF PAICINES <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA) THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. A SLIGHT DIFFERENCE IN THE TO REACH WAS NOTED. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF PAICINES, AND 1 MILE EAST OF THE SAN BENITO RIVER ON A HIGH GRASSY KNOB WHICH HAS AN OLD WOODEN CROSS ON IT. <p>TO REACH THE STATION FROM THE POST OFFICE IN PAICINES, GO SOUTH ON STATE HIGHWAY 25 FOR 7.6 MILES TO THE ENTRANCE TO THE 101 RANCH ON THE RIGHT. CONTINUE ON THE HIGHWAY FOR 2.85 MILES TO THE AZIMUTH MARK ON THE LEFT. CONTINUE ON THE HIGHWAY FOR 0.75 MILE TO A SIDE ROAD LEFT. TURN SHARP LEFT ON BLADED ROAD FOR 0.25 MILE TO A CATTLE GUARD. CONTINUE FOR 0.25 MILE TO A METAL GATE ON THE LEFT. TURN LEFT, THROUGH GATE, AND FOLLOW TRACK ROAD ACROSS A CREEK, THEN RIGHT ON BLADED ROAD FOR 0.35 MILE TO AN OLD SHED. FOLLOW MAIN BLADED ROAD EASTERLY FOR 0.2 MILE TO A GATE. CONTINUE AHEAD ON MAIN BLADED ROAD FOR 2.1 MILES TO THE TOP OF A RIDGE AND T INTERSECTION. TURN LEFT ON BLADED ROAD FOR 0.25 MILE TO A FORK. KEEP LEFT FORK, FOLLOWING MAIN ROAD, FOR 0.8 MILE TO A DIM TRACK ROAD LEFT. TURN LEFT, ON DIM TRACK ROAD, FOR 0.15 MILE TO TOP OF HILL AND STATION. <p>THE STATION MARK IS A STANDARD DISK, STAMPED CROSS 1944, WELDED ATOP A 3-INCH IRON PIPE WHICH PROJECTS 4 INCHES. IT IS 8 FEET NORTHWEST OF THE OLD CROSS AND 5.5 FEET SOUTHWEST OF A METAL WITNESS POST IN THE FENCE LINE. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1944, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES. IT IS 28 FEET NORTH-NORTHWEST OF THE OLD CROSS AND 19 FEET NORTHWEST OF THE METAL WITNESS POST. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1944, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 24 FEET NORTH-NORTHEAST OF THE OLD CROSS AND 19 FEET NORTHEAST OF THE METAL WITNESS POST. <p>THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CROSS 1944, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT 8 FEET BY 30 FEET AND PROJECTS ABOUT 25 FEET. IT IS 24 FEET EAST OF A POWER POLE AND ABOUT THE SAME ELEVATION AS THE HIGHWAY. <p>REFERENCE MARK 1 TO REFERENCE MARK 2 IS 31.08 FEET OR 9.474 METERS. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SOUTH-SOUTHEAST OF PAICINES <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (WFM) FOUND AS DESCRIBED IN NGS QUAD 36 121 1 STA. 1005 GU2734CROSS AZhttp://www.geocaching.com/mark/details.asp?PID=GU2734CROSS AZGeocacheGeocacheCROSS AZCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CROSS AZ</h1> <b> PID </b> GU2734 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 12. (N) 121 11 46. (W) SCALED <br> <b> NAVD 88 </b> 310.25 (+/-2cm) 1017.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 643,170. </td><td> 1,803,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 309.289 (m) 1014.73 (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: 10SFF613523(NAD 83) <br>MARKER: DZ = AZIMUTH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: CROSS 1944 <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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 10.9 MI SE FROM PAICINES. 10.9 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, IN SECTION 27, T15S, R7E, AT THE HIGHEST POINT ON THE MOST EASTERLY OF 2 VERY LARGE BOULDERS, 90 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET NORTHEAST OF A FENCE, 23 FEET NORTHEAST OF A POWER POLE, AND ABOUT 16 FEET ABOVE THE SURFACE OF THE GROUND ON THE WEST SIDE OF THE BOULDER. GU3634CURVEhttp://www.geocaching.com/mark/details.asp?PID=GU3634CURVEGeocacheGeocacheCURVECADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CURVE</h1> <b> PID </b> GU3634 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN FELIPE (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 55 08.96620(N) 121 27 01.15029(W) ADJUSTED <br> <b> NAVD 88 </b> 53.7 (meters) 176. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.46 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.94 (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 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.) <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> 678,751.993 1</td><td>781,696.040</td><td> MT </td><td>0.99995382</td><td> -1 ' 27 42.6"</td></tr><tr><td>SPC CA 4 </td><td>2,226,872.16 5</td><td>845,447.76 </td><td> sFT </td><td>0.99995382</td><td> -1 ' 27 42.6"</td></tr><tr><td>SPC CA 3 </td><td> 546,949.185 1</td><td>915,319.598</td><td> MT </td><td>1.00003375</td><td> -0 ' 34 54.5"</td></tr><tr><td>SPC CA 3 </td><td>1,794,449.12 6</td><td>283,844.38 </td><td> sFT </td><td>1.00003375</td><td> -0 ' 34 54.5"</td></tr><tr><td>UTM 10 </td><td>4,087,025.757 </td><td>638,035.043</td><td> MT </td><td>0.99983473</td><td> +0 ' 55 51.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99999675 x 0.99995382 = 0.99995057 <br> <b>SPC CA 3 </b> 0.99999675 x 1.00003375 = 1.00003050 <br> <b>UTM 10 </b> 0.99999675 x 0.99983473 = 0.99983148 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> GAMBETTA </td><td>143° 36' 53.7"</td></tr><tr><td>SPC CA 3 </td><td> GAMBETTA </td><td>142° 44' 05.6"</td></tr><tr><td>UTM 10 </td><td> GAMBETTA </td><td>141° 13' 19.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7462</td><td>CURVE RM 1 </td><td> 8.300 METERS</td><td>071° 15' </td></tr><tr><td>GU3633</td><td>GAMBETTA </td><td>APPROX. 4.6 KM</td><td>142° 09' 11.1"</td></tr><tr><td>DA7463</td><td>CURVE RM 2 </td><td> 9.416 METERS</td><td>340° 46' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 55 08.97319(N) 121 27 01.14768(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 55 09.16380(N) 121 26 57.39167(W) AD( ) 2 <br> NGVD 29 (07/19/86) 52.8 (m) 173. (f) VERT ANG <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: 10SFF3803587026(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1973 (LJW) THE STATION IS LOCATED ALONG STATE HIGHWAY 25 BETWEEN HOLLISTER AND GILROY ABOUT 5 AIRMILES NNW OF HOLLISTER. <p>TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 156/25 AT FOURTH STREET AND SAN BENITO STREET IN HOLLISTER, PROCEED NORTHERLY ON SAN BENITO STREET FOR 0.83 MILES TO A Y INTERSECTION. TURN LEFT ON HWY. 25 AND GO NORTHERLY FOR 4.69 MILES TO THE STATION ON THE RIGHT. THE STATION IS LOCATED AT THE INTERSECTION OF THE HWY. CURVE TANGENTS, 90 FEET NE OF THE WHITE STRIPE AND 75 FEET NW OF THE CORNER POWER POLE. <p>STATION MARKS ARE STANDARD (CADH) BRASS DISCS STAMPED CURVE 1973. THE SURFACE MARK IS SET IN A 14-INCH DIAMETER CONCRETE CYLINDER BURIED 6 INCHES BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE DISC. <p>REFERENCE MARK NO. 1, A STANDARD (CADH) BRASS DISC STAMPED CURVE NO. 1 1973 IS SET IN A 12-INCH CONCRETE CYLINDER, 0.5 FT. ABOVE THE GROUND AND LEVEL WITH THE STATION. IT IS 60 FEET NW OF THE CORNER POWER POLE AND 1 FOOT SW OF THE FENCE. <p>REFERNCE MARK NO. 2, A STANDARD (CADH) BRASS DISC STAMPED CURVE NO. 2 1973 IS SET IN A 12-INCH CONCRETE CYLINDER, 0.5 FT. ABOVE THE GROUND AND 0.5 FT. HIGHER THAN THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.65 METERS. GU2598D 1055http://www.geocaching.com/mark/details.asp?PID=GU2598D 1055GeocacheGeocacheD 1055CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1055</h1> <b> PID </b> GU2598 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 04. (N) 121 23 13. (W) SCALED <br> <b> NAVD 88 </b> 108.93 (+/-2cm) 357.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.98 (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> 669,210. </td><td> 1,787,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 108.053 (m) 354.50 (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: 10SFF438777(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE CASING <br>STAMPING: D 1055 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 2.1 MI SE FROM HOLLISTER. 0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 1.2 MILES EAST AND SOUTHEAST ALONG NASH ROAD AND STATE HIGHWAY 25, THENCE 0.1 MILE EAST ALONG SUNSET DRIVE, IN THE PARKING LOT OF HAZEL HAWKINS MEMORIAL HOSPITAL, 0.05 MILE SOUTH OF SUNSET DRIVE, 63 FEET SOUTHEAST OF A FLAGPOLE, 57 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOSPITAL, 25 FEET EAST OF THE CENTER OF A DRIVEWAY, SET IN THE TOP OF THE CONCRETE CASING FOR A MANHOLE, AND ABOUT 2 INCHES ABOVE THE LEVEL OF THE PARKING LOT. GU2047D 1185http://www.geocaching.com/mark/details.asp?PID=GU2047D 1185GeocacheGeocacheD 1185CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1185</h1> <b> PID </b> GU2047 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> SAN JUAN BAUTISTA (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 23. (N) 121 34 09. (W) SCALED <br> <b> NAVD 88 </b> 310.90 (+/-2cm) 1020.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.07 (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> 668,370. </td><td> 1,770,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 310.042 (m) 1017.20 (f) ADJUSTED 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: 10SFF276761(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: D 1185 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 4.7 MI SW FROM SAN JUAN BAUTISTA. 0.05 MILE SOUTHWEST ALONG POLK STREET FROM THE POST OFFICE AT SAN JUAN BAUTISTA, THENCE 4.65 MILES SOUTHEAST AND SOUTHWEST ALONG THIRD STREET AND SALINAS ROAD (FORMERLY SAN JUAN GRADE ROAD), IN R4E T13S, 52 FEET WEST OF THE CENTER LINE OF THE ROAD, 44 YARDS NORTH-NORTHWEST OF A GATE ACROSS A DIM FIELD ROAD EAST, 39 YARDS SOUTHWEST OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT, 24 1/2 FEET WEST OF A FENCE, AND IN THE TOP OF A ROCK OUTCROP, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. GU2600D 250http://www.geocaching.com/mark/details.asp?PID=GU2600D 250GeocacheGeocacheD 250CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 250</h1> <b> PID </b> GU2600 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 22. (N) 121 24 01. (W) SCALED <br> <b> NAVD 88 </b> 93.04 (+/-2cm) 305.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.00 (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> 669,800. </td><td> 1,785,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 92.173 (m) 302.40 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF426782(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: D 250 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20030803</td><td>MARK NOT FOUND </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 IN HOLLISTER. AT THE INTERSECTION OF NASH ROAD AND CIENEGA ROAD, 25 FEET EAST OF THE CENTER OF CIENEGA RD., 20 FEET SOUTH OF THE CENTER OF NASH RD., ABOUT 1 FOOT ABOVE THE LEVEL OF NASH RD., AND SET IN THE TOP OF A 6- X 6-INCH CONCRETE POST ABUTTING THE INSIDE OF THE CONCRETE CURB ALONG NASH RD. AND PROJECTING 6 INCHES ABOVE THE CURB. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY GEOCACHING 2003 (BGT) THE CONCRETE POST WAS NOT OBSERVED AT THE DESCRIBED LOCATION. THERE APPEARS TO HAVE BEEN CONCRETE REPAIR WORK AT THAT LOCATION IN THE PAST. GU2557D 251http://www.geocaching.com/mark/details.asp?PID=GU2557D 251GeocacheGeocacheD 251CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 251</h1> <b> PID </b> GU2557 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> PAICINES (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 52. (N) 121 15 52. (W) SCALED <br> <b> NAVD 88 </b> 224.41 (+/-2cm) 736.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.80 (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> 651,940. </td><td> 1,797,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 223.473 (m) 733.18 (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: 10SFF550609(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: D 251 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 3.7 MI SE FROM PAICINES. 3.7 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN BENITO COUNTY, AT THE FENCE CORNER OF TWO RANCHES, AND 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED D 251 1935 AND SET IN THE TOP OF A CONCRETE POST. GU2712D 712http://www.geocaching.com/mark/details.asp?PID=GU2712D 712GeocacheGeocacheD 712CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 712</h1> <b> PID </b> GU2712 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> MOUNT JOHNSON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 03. (N) 121 15 07. (W) SCALED <br> <b> NAVD 88 </b> 639.02 (+/-2cm) 2096.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (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> 637,460. </td><td> 1,798,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 638.028 (m) 2093.26 (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: 10SFF564464(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: D 712 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 13.3 MI NW FROM SAN BENITO. 0.7 MILE SOUTHWEST ALONG WILLOW CREEK ROAD FROM JEFFERSON SCHOOL AT SAN BENITO, THENCE 7.9 MILES NORTHWEST ALONG STATE HIGHWAY 25, THENCE 4.7 MILES WEST ALONG GLORIA ROAD, 14.0 MILES EAST OF GONZALES, 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH OF THE CENTER OF A SMALL CREEK, 17 FEET WEST OF THE CENTERLINE OF A TRACK ROAD LEADING SOUTH, 8 FEET SOUTHEAST OF A TRIPLE-TRUNKED PINE TREE, 2.0 FEET NORTH OF A WOODEN WITNESS POST, ABOUT THE SAME ELEVATION AS THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GU2597E 1055http://www.geocaching.com/mark/details.asp?PID=GU2597E 1055GeocacheGeocacheE 1055CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1055</h1> <b> PID </b> GU2597 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 40. (N) 121 23 00. (W) SCALED <br> <b> NAVD 88 </b> 108.06 (+/-2cm) 354.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.97 (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> 668,470. </td><td> 1,787,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 107.180 (m) 351.64 (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: 10SFF441769(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <br>STAMPING: E 1055 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 2.6 MI SE FROM HOLLISTER. 0.8 MILE SOUTH ALONG MONTEREY STREET FROM THE SAN BENITO COUNTY COURTHOUSE IN HOLLISTER, THENCE 1.75 MILES EAST AND SOUTHEAST ALONG NASH ROAD AND STATE HIGHWAY 25, THENCE 0.05 MILE SOUTHWEST ALONG A PAVED ROAD, AT THE PAUL BERTUCCIO FARMS PROCESSING PLANT, 24 FEET NORTH OF THE NORTHEAST CORNER OF THE PLANT OFFICE, ABOUT 2 FEET BELOW THE TOP OF THE LOADING DOCK, AND SET VERTICALLY IN THE SOUTH FACE OF THE NORTH WING WALL OF A LOADING DOCK. GU2596E 250http://www.geocaching.com/mark/details.asp?PID=GU2596E 250GeocacheGeocacheE 250CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 250</h1> <b> PID </b> GU2596 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> HOLLISTER (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 22. (N) 121 22 35. (W) SCALED <br> <b> NAVD 88 </b> 99.59 (+/-2cm) 326.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.96 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 667,900. </td><td> 1,788,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 98.711 (m) 323.85 (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: 10SFF448764(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: E 250 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 2.9 MI SE FROM HOLLISTER. 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT HOLLISTER, SAN BENITO COUNTY, AT A RIGHT-ANGLE TURN IN THE HIGHWAY, 43 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD LEADING SOUTH, 36 FEET SOUTH OF THE CENTERLNE OF THE HIGHWAY, AND 4 FEET WEST OF A POWER POLE. A STANDARD DISK, STAMPED E 250 1935 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. GU2555E 251http://www.geocaching.com/mark/details.asp?PID=GU2555E 251GeocacheGeocacheE 251CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 251</h1> <b> PID </b> GU2555 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> CHERRY PEAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 39 39. (N) 121 14 42. (W) SCALED <br> <b> NAVD 88 </b> 241.21 (+/-2cm) 791.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 649,650. </td><td> 1,799,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 240.260 (m) 788.25 (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: 10SFF568586(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: E 251 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 5.5 MI SE FROM PAICINES. 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM PAICINES, SAN BENITO COUNTY, OPPOSITE A T-ROAD LEADING WEST, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF A FENCE BOUNDING A CATTLE DRIVE. A STANDARD DISK, STAMPED E 251 1935 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 RECOVERED IN GOOD CONDITION. GU2740E 712http://www.geocaching.com/mark/details.asp?PID=GU2740E 712GeocacheGeocacheE 712CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 712</h1> <b> PID </b> GU2740 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> BICKMORE CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 36. (N) 121 14 07. (W) SCALED <br> <b> NAVD 88 </b> 593.86 (+/-2cm) 1948.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (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> 638,440. </td><td> 1,799,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 592.868 (m) 1945.10 (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: 10SFF579475(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: E 712 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 12.1 MI NW FROM SAN BENITO. 0.7 MILE SOUTHWEST ALONG WILLOW CREEK ROAD FROM JEFFERSON SCHOOL AT SAN BENITO, THENCE 7.9 MILES NORTHWEST ALONG STATE HIGHWAY 25, THENCE 3.5 MILES WEST ALONG GLORIA ROAD, 100 YARDS NORTH OF A WINDMILL, 18 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. GU3527EAGLEhttp://www.geocaching.com/mark/details.asp?PID=GU3527EAGLEGeocacheGeocacheEAGLECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EAGLE</h1> <b> PID </b> GU3527 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> LONOAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 19 27.71422(N) 120 57 03.77096(W) ADJUSTED <br> <b> NAVD 88 </b> 761.0 (meters) 2497. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.13 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.92 (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 NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 611,745.515 1</td><td>824,829.580</td><td> MT </td><td>0.99995453</td><td> -1 ' 09 50.3"</td></tr><tr><td>SPC CA 4 </td><td>2,007,035.08 5</td><td>986,961.71 </td><td> sFT </td><td>0.99995453</td><td> -1 ' 09 50.3"</td></tr><tr><td>UTM 10 </td><td>4,021,874.744 </td><td>683,919.827</td><td> MT </td><td>1.00001679</td><td> +1 ' 12 50.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99988574 x 0.99995453 = 0.99984028 <br> <b>UTM 10 </b> 0.99988574 x 1.00001679 = 0.99990253 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 4 </td><td> EAGLE AZ MK </td><td>183° 46' 39.0"</td></tr><tr><td>UTM 10 </td><td> EAGLE AZ MK </td><td>181° 23' 58.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7522</td><td>EAGLE WM 1 </td><td> 18.200 METERS</td><td>046° 40' </td></tr><tr><td>DA7520</td><td>EAGLE RM 3 </td><td> 4.315 METERS</td><td>121° 02' </td></tr><tr><td>DA7519</td><td>EAGLE AZ MK </td><td> </td><td>182° 36' 48.7"</td></tr><tr><td>DA7521</td><td>EAGLE RM 4 </td><td> 5.323 METERS</td><td>211° 40' </td></tr><tr><td>DA7523</td><td>EAGLE WM 2 </td><td> 15.800 METERS</td><td>316° 38' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 19 27.71066(N) 120 57 03.76134(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 19 27.84817(N) 120 57 00.09710(W) AD( ) 2 <br> NGVD 29 (07/19/86) 760.0 (m) 2493. (f) VERT ANG <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: 10SFF8392021875(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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 SEE STATION EAGLE USGS <p>THIS POSITION IS CONSISTENT WITH ADJUSTED DATA EAST OF THE FAULT ZONE AND SHOULD BE USED ONLY FOR SURVEYS EXTENDING EAST OF THE FAULT ZONE. GU3606EYREhttp://www.geocaching.com/mark/details.asp?PID=GU3606EYREGeocacheGeocacheEYREBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EYRE</h1> <b> PID </b> GU3606 <br> <b> STATE/COUNTY</b> CA/SAN BENITO <br> <b> USGS QUAD </b> TRES PINOS (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 45 03.18307(N) 121 21 19.45693(W) ADJUSTED <br> <b> NAVD 88 </b> 413. (meters) 1355. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -0.19 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.87 (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><