Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comGU32521 CADHhttp://www.geocaching.com/mark/details.asp?PID=GU32521 CADHGeocacheGeocache1 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 CADH</h1> <b> PID </b> GU3252 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MONTEREY (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 36. (N) 121 54 17. (W) SCALED <br> <b> NAVD 88 </b> 118.511 (meters) 388.81 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.35 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 118.419 (meters) 388.51 (feet) COMP <br> <b> MODELED GRAV</b> 979,853.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 641,890. </td><td> 1,740,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 117.671 (m) 386.06 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SEF979484(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 1 CALIFORNIA DIVISION OF HIGHWAYS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1978 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 IN MONTEREY. IN MONTEREY ON THE NORTH BOUND LANE OF STATE HIGHWAY 1, 0.1 MILE SOUTH OF MONTEREY EXIT SIGN, 18 FEET SOUTH OF THE HIGHWAY SIGN, CALIFORNIA 1 NORTH 68 EAST, 4 FEET NORTHWEST OF SOUTHEAST CURB, THE MARK IS ENCASED IN A IRON PIPE WITH ROUND TOP, FLUSH WITH THE HIGHWAY. GU279011 USFShttp://www.geocaching.com/mark/details.asp?PID=GU279011 USFSGeocacheGeocache11 USFSUSFSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>11 USFS</h1> <b> PID </b> GU2790 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> BIG SUR (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 15 01. (N) 121 47 07. (W) SCALED <br> <b> NAVD 88 </b> 66.82 (+/-2cm) 219.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.09 (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> 605,380. </td><td> 1,749,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 65.97 (m) 216.4 (f) COMPUTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF091123(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: NO 11 ELEV 217.1 1934 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>USFS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 AT BIG SUR. AT PFEIFFER BIG SUR STATE PARK AT BIG SUR, ON THE ROAD TO THE CAMPING AREA, AT A STEEL BRIDGE WITH WOODEN RAILINGS OVER BIG SUR RIVER, SET IN THE TOP OF THE NORTH CONCRETE ABUTMENT, ABOUT 100 YARDS NORTHEAST OF STATE HIGHWAY 1, 150 FEET SOUTHEAST OF THE ENTRANCE BOOTH TO THE PARK, 15.2 FEET EAST OF THE CENTERLINE OF THE ROAD, 0.9 FOOT WEST OF THE EAST END OF THE ABUTMENT, 0.9 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT, AND ABOUT 3 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED AS DESCRIBED. GU24051105 USGShttp://www.geocaching.com/mark/details.asp?PID=GU24051105 USGSGeocacheGeocache1105 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1105 USGS</h1> <b> PID </b> GU2405 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> COSIO KNOB (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 01 32. (N) 121 10 41. (W) SCALED <br> <b> NAVD 88 </b> 337.64 (+/-2cm) 1107.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.64 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 579,040. </td><td> 1,803,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 336.718 (m) 1104.72 (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: 10SFE641883(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: 5 1105 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>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND </td><td>PG+E</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 3.7 MI N FROM JOLON. ABOUT 3.7 MILES NORTH FROM JOLON ALONG THE ROAD TO KING CITY, 38 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO KING CITY, 36 FEET SOUTHWEST OF THE WEST HEADWALL OF A HIGHWAY CUVERT NO. 214 + 00. A WITNESS POST HAS BEEN SET. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY PACIFIC GAS AND ELECTRIC COMPANY 1972 MARK NOT FOUND. GU231014 BIShttp://www.geocaching.com/mark/details.asp?PID=GU231014 BISGeocacheGeocache14 BISUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>14 BIS</h1> <b> PID </b> GU2310 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN ARDO (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 47. (N) 120 56 38. (W) SCALED <br> <b> NAVD 88 </b> 123.088 (meters) 403.83 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.53 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 122.982 (meters) 403.48 (feet) COMP <br> <b> MODELED GRAV</b> 979,776.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 584,590. </td><td> 1,824,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 122.228 (m) 401.01 (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: 10SFE851947(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 14 BIS 1966 401 <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 11, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890111</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 4.8 MI NW FROM SAN ARDO. 4.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN R9E T21S, SECTION 25, 1 POLE SOUTHEAST OF MILEPOST 178, AT THE CROSSING OF A PRIVATE ROAD, DIRECTLY OPPOSITE RAILROAD BRIDGE 178.02, IN THE TOP AND 1.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF DOUBLE PIPE CULVERTS UNDER THE HIGHWAY, 51.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET LOWER THAN THE TRACK AND LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--U.S. HIGHWAY 101 TO FIRST STREET. FV04781470.89http://www.geocaching.com/mark/details.asp?PID=FV04781470.89GeocacheGeocache1470.89USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1470.89</h1> <b> PID </b> FV0478 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PARKFIELD (1961) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 33. (N) 120 25 00. (W) SCALED <br> <b> NAVD 88 </b> 449.33 (+/-2cm) 1474.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.35 (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> 561,140. </td><td> 1,872,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 448.340 (m) 1470.93 (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: 10SGE332732(NAD 83) <br>MARKER: S = SPIKE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: BULL-PINE TREE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1942 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 2.4 MI S FROM PARKFIELD. ABOUT 2.44 MILES SOUTH OF PARKFIELD ALONG THE CHOLAME-PARKFIELD ROAD TO TURKEY FLAT. 100 FEET EAST OF F 66 IN THE BASE ON THE NORTH SIDE OF A BULL-PINE TREE. FV04811487.32http://www.geocaching.com/mark/details.asp?PID=FV04811487.32GeocacheGeocache1487.32USGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1487.32</h1> <b> PID </b> FV0481 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PARKFIELD (1961) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 53 10. (N) 120 26 10. (W) SCALED <br> <b> NAVD 88 </b> 454.26 (+/-2cm) 1490.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 562,310. </td><td> 1,870,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 453.262 (m) 1487.08 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE314743(NAD 83) <br>MARKER: X = CHISELED CROSS <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>MARK LOGO: NONE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1942 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1984 </td><td>GOOD </td><td>USGS</td></tr><tr><td>1985 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890125</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 1.1 MI S FROM PARKFIELD. 1.1 MILES SOUTH ALONG CHOLAME-PARKFIELD ROAD AT A STEEL BRIDGE, 100 FEET SOUTHWEST OF JUNCTION OF CHOLAME-PARKFIELD AND PASO ROBLES ROADS. <p> <h2>STATION RECOVERY (1984) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 RECOVERED IN GOOD CONDITION. MARK IS A FILED CROSS ON A RIVIT HEAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU230615 BIShttp://www.geocaching.com/mark/details.asp?PID=GU230615 BISGeocacheGeocache15 BISUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>15 BIS</h1> <b> PID </b> GU2306 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN ARDO (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 03 07. (N) 120 55 13. (W) SCALED <br> <b> NAVD 88 </b> 124.624 (meters) 408.87 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.59 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 124.515 (meters) 408.51 (feet) COMP <br> <b> MODELED GRAV</b> 979,760.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 581,470. </td><td> 1,826,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 123.744 (m) 405.98 (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: 10SFE873917(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 15 BIS 1966 406 <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 25, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1966 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890125</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 2.4 MI NW FROM SAN ARDO. 2.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN THE SOUTHWEST CORNER OF A 2- BY 3-FOOT CONCRETE FOUNDATION OF AN IRRIGATION PUMP, 63.0 FEET EAST OF THE EAST RAIL, 30 FEET EAST OF A TELEPHONE POLE BEARING A WITNESS POST PLAQUE, 45 FEET SOUTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 24 FEET EAST OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 3.9 KM (2.40 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF JOLON STREET IN SAN ARDO, IN THE SOUTHEAST CORNER OF A 2 BY 3 FOOT CONCRETE FOUNDATION OF AN ABANDONED WATER WELL, 19.2 M (63.0 FT) NORTHEAST OF THE NEAR RAIL, 16.5 M (54.1 FT) SOUTH OF A UTILITY POLE WITH 3 TRANSFORMERS, 13.4 M (44.0 FT) SOUTHEAST OF A FENCE, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK. GU412316 10http://www.geocaching.com/mark/details.asp?PID=GU412316 10GeocacheGeocache16 10CADHCADH Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>16 10</h1> <b> PID </b> GU4123 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> CHUALAR (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 46. (N) 121 32 46. (W) SCALED <br> <b> NAVD 88 </b> 30.644 (meters) 100.54 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.40 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 30.618 (meters) 100.45 (feet) COMP <br> <b> MODELED GRAV</b> 979,802.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 643,140. </td><td> 1,772,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF300510(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 16-10 ELEV. 9799 <br>MARK LOGO: CADH <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 18, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19890118</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 13.7 KM (8.50 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN SALINAS, IN THE MEDIAN OF U.S. HIGHWAY 101, 35.7 M (117.1 FT) NORTHEAST OF THE NEAR RAIL, 10.8 M (35.4 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE. GU2541189 Bhttp://www.geocaching.com/mark/details.asp?PID=GU2541189 BGeocacheGeocache189 BUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>189 B</h1> <b> PID </b> GU2541 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SOLEDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 25 27. (N) 121 19 35. (W) SCALED <br> <b> NAVD 88 </b> 58.240 (meters) 191.08 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 58.192 (meters) 190.92 (feet) COMP <br> <b> MODELED GRAV</b> 979,804.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 623,570. </td><td> 1,791,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 57.316 (m) 188.04 (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: 10SFF500322(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 189 1908 CAL <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 06, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890106</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 AT SOLEDAD. AT SOLEDAD, 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION, AT THE CROSSING OF EAST STREET, 51.4 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, 3.0 FEET NORTHEAST OF THE WEST CORNER OF A CONCRETE BUILDING, 2 FEET NORTHEAST OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF THE NORTHWEST WALL OF A BUILDING, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. NOTE-- THE LIST SHOWS THE STAMPING 189 B 1908 CAL BUT THE B COULD NOT BE FOUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN SOLEDAD, AT THE INTERSECTION OF FRONT AND EAST STREETS, 38.0 M (124.7 FT) SOUTHWEST OF THE CENTER OF FRONT STREET, 15.6 M (51.2 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 8.5 M (27.9 FT) SOUTHEAST OF THE EXTENDED CENTER OF EAST STREET, 0.9 M (3.0 FT) NORTHEAST OF THE WEST CORNER OF ACE HARDWARE, 0.6 M (2.0 FT) SOUTH OF UTILITY POLEL NUMBER 13032, 0.3 M (1.0 FT) NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING, AND IS A CAP RIVITED TO THE TOP OF A 3-1/2 INCH IRON PIPE THAT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. GU36662011=BISHOFFhttp://www.geocaching.com/mark/details.asp?PID=GU36662011=BISHOFFGeocacheGeocache2011=BISHOFFUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2011=BISHOFF</h1> <b> PID </b> GU3666 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> THOMPSON CANYON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 11 23.77755(N) 121 12 03.17135(W) ADJUSTED <br> <b> NAVD 88 </b> 614.3 (meters) 2015. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -3.09 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.47 (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> 597,318.347 1</td><td>802,060.758</td><td> MT </td><td>0.99996952</td><td> -1 ' 18 46.9"</td></tr><tr><td>SPC CA 4 </td><td>1,959,701.94 5</td><td>912,261.00 </td><td> sFT </td><td>0.99996952</td><td> -1 ' 18 46.9"</td></tr><tr><td>UTM 10 </td><td>4,006,515.666 </td><td>661,768.724</td><td> MT </td><td>0.99992244</td><td> +1 ' 03 45.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99990884 x 0.99996952 = 0.99987837 <br> <b>UTM 10 </b> 0.99990884 x 0.99992244 = 0.99983129 <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> BISHOFF AZ MK RESET </td><td>204° 20' 06.5"</td></tr><tr><td>UTM 10 </td><td> BISHOFF AZ MK RESET </td><td>201° 57' 34.4"</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>DA8104</td><td>BISHOFF RM 1 </td><td> 8.922 METERS</td><td>052° 43' </td></tr><tr><td>DA8103</td><td>BISHOFF AZ MK </td><td> </td><td>054° 47' 10.7"</td></tr><tr><td>GU3668</td><td>KING CITY MUNICIPAL TANK </td><td>APPROX. 7.4 KM</td><td>065° 45' 22.3"</td></tr><tr><td>DA8106</td><td>BISHOFF AZ MK RESET </td><td> </td><td>203° 01' 19.6"</td></tr><tr><td>DA8105</td><td>BISHOFF RM 2 </td><td> 4.551 METERS</td><td>269° 44' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 11 23.77434(N) 121 12 03.16221(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 11 23.89200(N) 121 11 59.44000(W) AD( ) 1 <br> NGVD 29 (07/19/86) 613.4 (m) 2012. (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: 10SFF6176906516(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>USGS</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>AMS</td></tr><tr><td>1963 </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 US GEOLOGICAL SURVEY 1944 (JCS) STATION IS LOCATED 5 MILES W OF KING CITY, ON THE HIGHEST POINT OF A VERY PROMINENT, BRUSHY-TOPPED MOUNTAIN (MOUNTAIN IS VERY BRUSHY ON ALL SIDES BUT THE SW). <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER. IT IS STAMPED VA BM AND WITH THE ELEVATION OF 2011 FEET. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT. IT IS STAMPED BISHOFF USGS NO 1 1944. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT. IT IS STAMPED BISHOFF USGS NO 2 1944. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN THE TOP OF A ROUND MASS OF CONCRETE ABOUT LEVEL WITH THE GROUND. IT IS STAMPED BISHOFF USGS 1944. IT IS LOCATED 150 FEET E OF AN OLD BARN, 10 FEET N OF A DIRT ROAD, AND 3 FEET W OF A WIRE FENCE CORNER. <p>TO REACH STATION FROM THE CENTER OF KING CITY, GO W ON U.S. HIGHWAY 101 FOR 2.2 MILES, HERE TURN LEFT OFF HIGHWAY 101 AND GO W ON A FARM ROAD WHICH RUNS ALONG S SIDE OF A ROW OF EUCALYPTUS TREES FOR 0.4 MILE TO A FARMYARD. TAKE THE LEFT FORK THROUGH THE CORRALS AND CONTINUE W UP THE CANYON FOR 0.75 MILE, TAKE THE LEFT FORK AT A SMALL FARM ENTRANCE AND CONTINUE SW ON TRACK ROAD FOR 2.1 MILES TO A WIRE GATE, PASS THROUGH THE WIRE GATE AND CONTINUE S FOR 0.2 MILE TO A SMALL OPENING IN THE SCRUB OAK AND THE END OF TRUCK TRAVEL. FROM THIS POINT PACK E UP THE BARE SIDE OF THE MOUNTAIN, VERY STEEP, FOR ABOUT 0.4 MILE TO THE HIGHEST POINT AND STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. THE STATION MARK WAS STABLE AT THIS TIME. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND SO A NEW AZIMUTH MARK WAS ESTABLISHED AND IS DESCRIBED BELOW. THE DISTANCE TO THE REFERENCE MARKS CHECKED. THE DIRECTION TO REFERENCE NO. 2 CHECKED BUT A DIFFERENCE WAS FOUND TO REFERENCE MARK 1. BECAUSE OF ROAD CHANGES A COMPLETE AND NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 5 MILES WEST OF KING CITY ON THE HIGHEST POINT OF A BRUSHY-TOPPED HILL THAT IS VERY PROMINENT. (THE HILL IS VERY BRUSHY ON ALL SIDES EXCEPT SOUTHWEST SIDE). <p>TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 (SOUTH) AND JOLON ROAD, ABOUT 1 MILE WEST OF KING CITY, GO SOUTHWEST ON JOLON ROAD FOR 0.2 MILE TO PINE CAYNON ROAD, TURN RIGHT AND GO WEST FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO A METAL GATE ON LEFT JUST AFTER PASSING HOUSE, TURN LEFT THROUGH GATE KEEPING RIGHT AND GO NORTHERLY ON FARM ROAD FOR 0.1 MILE TO GATE AND FORK, KEEP RIGHT AND FOLLOW MAIN ROAD FOR 0.9 MILE TO CATTLE BARN, CONTINUE ON MAIN ROAD FOR 1.1 MILE TO WINDMILL AND FORK, CONTINUE RIGHT ON MAIN ROAD FOR 1.1 MILES TO HOUSE ON LEFT, CONTINUE 0.05 MILE TO FORK, KEEP LEFT AND FOLLOW MAIN ROAD UP HILL FOR 0.9 MILE TO SADDLE, (TO REACH THE AZIMUTH MARK TURN LEFT AND FOLLOW ROAD 0.25 MILE TO THE AZIMUTH MARK ON RIGHT.) TURN RIGHT AND GO 0.2 MILE TO FENCE AND GATE. THIS IS END OF TRUCK TRAVEL. FROM HERE PACK NORTHERTY UP STEEP HILL FOR 0.1 MILE TO STATION. PACK IS ABOUT 10 MINUTES. <p>STATION MARK, A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER. THE DISK IS STAMPED VA BM 2011 FEET. THE MARK IS 4.9 FEET NORTHWEST OF THE WITNESS POST. <p>REFERENCE MARK 1, A STANDARD REFERENCE DISK BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 1 FOOT. THE DISK IS STAMPED BISHOFF USGS NO 1 1944 AND IS 29.7 FEET NORTHEAST OF WITNESS POST. <p>REFERENCE MARK 2, A STANDARD REFERENCE DISK BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 1 FOOT. THE DISK IS STAMPED BISHOFF USGS NO 2 1944 AND IS 18.5 FEET WEST OF THE WITNESS POST. <p>AZIMUTH MARK, A STANDARD DISK STAMPED BISHOFF 1944 RESET 1963, IS BRAZED TO TOP OF 2-1/2 INCH CAST IRON PIPE PROJECTING 1 FOOT, 15 FOOT WEST OF ROAD, 25 FEET WEST OF TREE AND 2.4 FEET NORTHWEST OF WITNESS POST. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LDK) RECOVERED THE STATION MARK AND REFERENCE MARKS NO. 1 AND 2 IN GOOD CONDITION AS DESCRIBED. THE DESCRIPTION TO REACH IS ADEQUATE. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4.98 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES W. OF KING CITY GU209121.2=21 M USEhttp://www.geocaching.com/mark/details.asp?PID=GU209121.2=21 M USEGeocacheGeocache21.2=21 M USEDODUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>21.2=21 M USE</h1> <b> PID </b> GU2091 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MONTEREY (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 34. (N) 121 53 46. (W) SCALED <br> <b> NAVD 88 </b> 7.29 (+/-2cm) 23.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.36 (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> 645,510. </td><td> 1,740,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 6.461 (m) 21.20 (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: 10SEF987521(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: 21 M <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>DOD</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>CA-053</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 AT MONTEREY. AT MONTEREY, 0.05 MILE EAST OF THE INTERSECTION OF CANNERY ROW AND FOAM STREET, AT THE WEST CORNER OF THE INTERSECTION OF CANNERY ROW AND A ROAD LEADING EAST ONTO THE COAST GUARD PIER AND BREAKWATER, IN A GRAVELED SIDEWALK, 114 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK OF THE SOUTHERN PACIFIC COMPANY RAILROAD, 87.4 FEET NORTH OF THE NORTHWEST CORNER OF THE COAST GUARD WAREHOUSE, 43.3 FEET NORTH OF THE CENTERLINE OF CANNERY ROW LEADING WEST, 18.0 FEET SOUTHWEST OF THE CENTERLINE OF CANNERY ROW LEADING NORTHWEST, 6.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE SAN CARLOS CANNERY WAREHOUSE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. GU2510218http://www.geocaching.com/mark/details.asp?PID=GU2510218GeocacheGeocache218USGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>218</h1> <b> PID </b> GU2510 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> GREENFIELD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 22 21. (N) 121 14 21. (W) SCALED <br> <b> NAVD 88 </b> 67.124 (meters) 220.22 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.25 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 67.069 (meters) 220.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,805.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 617,650. </td><td> 1,799,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 66.195 (m) 217.17 (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: 10SFF579267(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>MARK LOGO: NONE <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 6.6 MI SE FROM SOLEDAD. 6.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SOLEDAD, 0.1 MILE NORTH OF THE CROSSING OF A PRIVATE ROAD, IN THE TOP AND 1.9 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT 150.31, 7.8 FEET EAST OF THE EAST RAIL, THE NUMBERS 218 ARE MARKED IN THE CONCRETE HEAD WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 10.0 KM (6.20 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF FRONT STREET IN SOLEDAD. GU2509224http://www.geocaching.com/mark/details.asp?PID=GU2509224GeocacheGeocache224USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>224</h1> <b> PID </b> GU2509 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> GREENFIELD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 21 49. (N) 121 14 00. (W) SCALED <br> <b> NAVD 88 </b> 68.691 (meters) 225.36 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 68.634 (meters) 225.18 (feet) COMP <br> <b> MODELED GRAV</b> 979,808.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 616,650. </td><td> 1,799,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 67.831 (m) 222.54 (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: 10SFF584257(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 224 1908 CAL <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 7.4 MI SE FROM SOLEDAD. 7.35 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SOLEDAD, AT A ROAD UNDERCROSSING, 14.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 62 1/2 FEET NORTHWEST OF MILEPOLE 151, 38.0 FEET SOUTHEAST OF THE EAST CORNER OF BRIDGE 150.99 OVER THE ROAD, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.1 KM (6.90 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF FRONT STREET IN SOLEDAD. GU36802370=HENRYhttp://www.geocaching.com/mark/details.asp?PID=GU36802370=HENRYGeocacheGeocache2370=HENRYUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2370=HENRY</h1> <b> PID </b> GU3680 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SOLEDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 29 25.93088(N) 121 18 40.94149(W) ADJUSTED <br> <b> NAVD 88 </b> 719.0 (meters) 2359. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.54 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.96 (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> 630,896.573 1</td><td>792,928.070</td><td> MT </td><td>0.99994354</td><td> -1 ' 22 44.2"</td></tr><tr><td>SPC CA 4 </td><td>2,069,866.51 5</td><td>882,298.18 </td><td> sFT </td><td>0.99994354</td><td> -1 ' 22 44.2"</td></tr><tr><td>UTM 10 </td><td>4,039,684.026 </td><td>651,250.338</td><td> MT </td><td>0.99988186</td><td> +1 ' 00 15.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99989235 x 0.99994354 = 0.99983590 <br> <b>UTM 10 </b> 0.99989235 x 0.99988186 = 0.99977422 <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> HENRY AZ MK RESET </td><td>014° 35' 19.9"</td></tr><tr><td>UTM 10 </td><td> HENRY AZ MK RESET </td><td>012° 12' 19.9"</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>DA7672</td><td>HENRY RM 3 </td><td> 8.508 METERS</td><td>003° 12' </td></tr><tr><td>DA7669</td><td>HENRY AZ MK RESET </td><td> </td><td>013° 12' 35.7"</td></tr><tr><td>DA7668</td><td>HENRY AZ MK </td><td> </td><td>027° 49' 44.5"</td></tr><tr><td>DA7670</td><td>HENRY RM 1 </td><td> 6.108 METERS</td><td>063° 01' </td></tr><tr><td>DA7671</td><td>HENRY RM 2 </td><td> 5.405 METERS</td><td>172° 08' </td></tr><tr><td>DA7673</td><td>HENRY RM 4 </td><td> 4.579 METERS</td><td>266° 02' </td></tr><tr><td>GU3691</td><td>GONZALES AIRWAY BEACON </td><td>APPROX.10.9 KM</td><td>275° 18' 29.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 29 25.92871(N) 121 18 40.93103(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 29 26.05700(N) 121 18 37.18100(W) AD( ) 1 <br> NGVD 29 (07/19/86) 718.0 (m) 2356. (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: 10SFF5125039684(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>USGS</td></tr><tr><td>1963 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS) THE STATION IS ON THE NE SIDE OF THE SALINAS VALLEY, ABOUT 7-1/2 MILES E OF GONZALES, AND 5-1/2 MILES N OF SOLEDAD. IT IS ON THE HIGHEST POINT OF A PROMINENT RANGE OF BRUSH-COVERED HILLS. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A BOULDER. THE ONLY STAMPING IS THAT OF THE ELEVATION - 2370 FEET. <p>REFERENCE MARK 1 IS ABOUT LEVEL WITH THE STATION. IT IS A BRONZE REFERENCE DISK WELDED TO A 2-1/2-INCH CAST-IRON PIPE WHICH IS SET IN THE GROUND. IT IS STAMPED HENRY USGS NO 1 1944 AND PROJECTS ABOUT 10 INCHES. <p>REFERENCE MARK 2 IS ABOUT LEVEL WITH THE STATION. IT IS A BRONZE REFERENCE DISK WELDED TO A 2-1/2-INCH CAST-IRON PIPE WHICH IS SET IN THE GROUND. IT IS STAMPED HENRY USGS NO 2 1944 AND PROJECTS ABOUT 10 INCHES. <p>AZIMUTH MARK IS 4 FEET W OF A WIRE FENCE AND JUST S OF THE SUMMIT OF THE FIRST HILL TO THE N OF THE STATION. IT IS A BRONZE AZIMUTH DISK SET IN BEDROCK. IT IS STAMPED HENRY USGS 1944 AND PROJECTS ABOUT 4 INCHES. <p>TO REACH THE STATION FROM GONZALES, GO S ON U.S. HIGHWAY 101 FOR 1.35 MILES AND TURN LEFT OFF THE HIGHWAY ON A PAVED ROAD, GO 7.8 MILES AND TAKE A RIGHT FORK, GO 1.3 MILES AND TURN RIGHT INTO A RANCHYARD, PASSING BETWEEN THE HOUSE AND THE BARN. GO 1.0 MILE TO A DESERTED RANCH AND KEEP STRAIGHT AHEAD THROUGH THE RANCHYARDS. GO 0.2 MILE AND TURN LEFT ALONG A FENCELINE, GO 0.15 MILE, PASS THROUGH A GATE AT A T-FENCE CORNER, TURN RIGHT ALONG ANOTHER FENCELINE. GO 0.25 MILE TO TWO OAK TREES IN THE FENCELINE AND TURN LEFT UP A DRAW, GO 0.1 MILE TO AN OAK TREE WITH A TRIANGULAR BLAZE AND THE END OF TRUCK TRAVEL. CONTINUE UP THE DRAW TO ITS END NEAR THE TOP OF A BRUSH-COVERED RIDGE, THEN CLIMB TO THE TOP OF THE RIDGE AND FOLLOW A FENCELINE AND CLEARING WHICH LEADS S ALONG THE TOP OF THE BRUSHY RIDGE FOR ABOUT 1 MILE TO THE AZIMUTH MARK. THEN FOLLOW THE TRAIL SSW AWAY FROM THE FENCE TO THE SUMMIT OF THE HIGHEST BRUSHY PEAK AND THE STATION. IT IS ABOUT A 45-MINUTE PACK FROM THE END OF TRUCK TRAVEL. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) STATION WAS RECOVERED AND ONLY THE STATION MARK WAS FOUND IN GOOD CONDITION AND STABLE. REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE NOT RECOVERED AND APPEARS THAT THEY WERE DESTROYED BY BLADING FOR THE FIRE TRAIL. REFERENCE MARKS 3 AND 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME AND ARE DESCRIBED BELOW. A COMPLETE AND NEW DESCRIPTION OF STATION FOLLOWS-- <p>THE STATION IS ON THE NORTHEAST SIDE OF SALINAS VALLEY, ABOUT 7-1/2 MILES EAST OF GONZALES AND ABOUT 5-1/2 MILES NORTH OF SOLEDAD ON A HIGH PEAK ON SOUTH END OF A BUSH COVERED PROMINENT RIDGE. <p>TO REACH FROM GONZALES, GO SOUTHEAST ON BUSINESS U.S. HIGHWAY 101 FOR 1.3 MILES TO THE JUNCTION OF GLORIA ROAD, GO EAST ON GLORIA ROAD FOR 7.8 MILES TO FORK, KEEP RIGHT AND GO 1.3 MILES TO A RANCH HOUSE ON RIGHT, TURN RIGHT PASSING BETWEEN HOUSE AND BARN AND GO 0.05 MILE TO BOARD GATE, PASS THROUGH GATE AND CONTINUE DOWN LANE AND FOLLOW TRACK ROAD FOR 1.0 MILE TO ABANDON HOUSE, CONTINUE 0.2 MILE TO FENCE CORNER, THEN STRAIGHT AHEAD ON RIGHT FORK FOR 0.2 MILE TO FENCE AND GATE AT BEGINNING OF TREE AREA, PASS THROUGH GATE AND GO UPHILL FOR 0.1 MILE TO SADDLE AND BLADED TRACK ROAD LEFT, TURN LEFT AND GO 0.7 MILE UPHILL TO TOP OF RIDGE AND AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE SOUTH FOR 0.75 ALONG RIDGE TO STATION ON RIGHT AS DESCRIBED. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE IN TOP OF BURIED ROCK WHICH IS SET FLUSH WITH THE GROUND. THE ONLY STAMPING IS THAT OF THE ELEVATION - 2370 FEET. THE MARK IS 12.3 FEET WEST OF CENTER OF BLADED ROAD. <p>REFERENCE MARK 3, IS A STANDARD REFERENCE DISK BRAZED TO TOP OF 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15 INCHES. THE MARK IS STAMPED HENRY U.S.G.S. NO 3 1944 AND IS 12.8 FEET WEST OF CENTER OF ROAD. <p>REFERENCE MARK 4, IS A STANDARD REFERENCE DISK BRAZED TO THE TOP OF A 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15 INCHES. THE MARK IS STAMPED HENRY U.S.G.S. NO 4 1944 AND IS 27 FEET WEST OF CENTER OF TRACK ROAD. <p>AZIMUTH MARK, IS A STANDARD AZIMUTH DISK BRAZED TO THE TOP OF 2-1/2 INCH CAST IRON PIPE WHICH PROJECTS ABOUT 15 INCHES. THE MARK IS 18.3 FEET EAST OF CENTER OF ROAD, 16.7 FEET WEST OF FENCE AND 2.4 FEET WEST OF WITNESS POST. THE DISK IS STAMPED HENRY U.S.G.S. 1944 RESET 1963. <p>DISTANCE BETWEEN REFERENCE MARKS IS 33.3 FEET. (FOUR WHEEL DRIVE STATION.) <p>HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GU36023005=PAICINEShttp://www.geocaching.com/mark/details.asp?PID=GU36023005=PAICINESGeocacheGeocache3005=PAICINESUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3005=PAICINES</h1> <b> PID </b> GU3602 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MT HARLAN (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 38 32.99768(N) 121 23 57.78233(W) ADJUSTED <br> <b> NAVD 88 </b> 918.9 (meters) 3015. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.73 (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> 647,946.965 1</td><td>785,466.127</td><td> MT </td><td>0.99994080</td><td> -1 ' 25 53.2"</td></tr><tr><td>SPC CA 4 </td><td>2,125,806.00 5</td><td>857,816.78 </td><td> sFT </td><td>0.99994080</td><td> -1 ' 25 53.2"</td></tr><tr><td>UTM 10 </td><td>4,056,407.856 </td><td>643,085.891</td><td> MT </td><td>0.99985224</td><td> +0 ' 57 19.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99986094 x 0.99994080 = 0.99980175 <br> <b>UTM 10 </b> 0.99986094 x 0.99985224 = 0.99971320 <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> PAICINES AZ MK </td><td>333° 45' 32.4"</td></tr><tr><td>UTM 10 </td><td> PAICINES AZ MK </td><td>331° 22' 19.6"</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>DA8517</td><td>PAICINES RM 1 </td><td> 4.833 METERS</td><td>068° 10' </td></tr><tr><td>GU3595</td><td>GONZALES ROUND MUNICIPAL TANK </td><td>APPROX.14.8 KM</td><td>193° 37' 35.0"</td></tr><tr><td>GU3599</td><td>GONZALES MUNICIPAL TANK </td><td>APPROX.16.0 KM</td><td>193° 47' 25.0"</td></tr><tr><td>DA8518</td><td>PAICINES RM 2 </td><td> 3.802 METERS</td><td>286° 12' </td></tr><tr><td>DA8516</td><td>PAICINES AZ MK </td><td> </td><td>332° 19' 39.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 38 32.99504(N) 121 23 57.77353(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 38 33.13100(N) 121 23 54.00000(W) AD( ) 1 <br> NGVD 29 (07/19/86) 918.0 (m) 3012. (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: 10SFF4308656408(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>USGS</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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS) STATION IS LOCATED 13 MILES E OF SALINAS, 10 MILES SW OF PAICINES, AND 9 MILES NE OF CHUALAR. IT IS ON THE SUMMIT OF A POINTED, ROCKY-TOPPED MOUNTAIN. ABOUT 80 FEET E OF A LARGE OAK TREE, AND 10 FEET E OF A WIRE FENCE. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND. IT IS STAMPED 1917-25 VA AND WITH AN ELEVATION OF 3005 FEET. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BOULDER. IT IS STAMPED PAICINES NO 1 1944. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BOULDER. IT IS STAMPED PAICINES NO 2 1944. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A SQUARE BLOCK OF CONCRETE WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND. IT IS STAMPED PAICINES 1944. IT IS LOCATED 60 FEET SW OF A BOARD GATE AND 30 FEET S OF A FENCE CORNER. <p>TO REACH STATION FROM PAICINES, GO S ON STATE HIGHWAY 25 FOR 3.0 MILES TO A WHITE HOUSE WITH RED WINDOW FRAMES ON THE LEFT. HERE TURN RIGHT AND GO W ALONG ORCHARD AND THEN S FOR 1.0 MILE TO A HOUSE ON THE LEFT. AGAIN TURN RIGHT AND GO W ON MAIN GRADED ROAD FOR 3.9 MILES TO A NARROW OILED ROAD. TURN LEFT AND GO SW UP THE CANYON FOR 1.7 MILES. TAKE THE RIGHT FORK AND GO 1.3 MILES TO A BOARD GATE. CONTINUE SW UP THE STEEP AND NARROW ROAD FOR 4.5 MILES TO MYERS RANCH, PASS THROUGH THE TWO CORRAL GATES AND CONTINUE S 0.4 MILE TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE DOWN HILL 0.2 MILE. TAKE THE LEFT FORK AND CONTINUE DOWN-GRADE FOR 0.6 MILE. HERE TURN RIGHT OFF THE TRACK ROAD AND GO S UPGRADE FOR ABOUT 0.2 MILE TO THE END OF TRUCK TRAVEL. STATION IS ABOUT 0.2 MILE S OF HERE, ON SUMMIT OF MOUNTAIN. <p> <h2>STATION RECOVERY (1946) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBB) THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH BALD PEAK ON THE SE SLOPE OF A GROUP OF HILLS, ABOUT 10 MILES AIRLINE SW OF TRES PINOS, ABOUT 14 MILES AIRLINE E OF SALINAS, AND ABOUT 2 MILES SE OF THE OLD MC VAIL RANCH HOUSE. <p>THE MARK IS A STANDARD BRONZE GEOLOGICAL SURVEY MARK SET IN OUTCROP PROJECTING ABOUT 3 FEET WITH LARGE BOULDERS PILED AROUND THE OUTCROP. IT IS STAMPED 1917 4-25 3005 VA. <p>TO REACH THE STATION FROM HOLLISTER, GO S ON SAN BENITO STREET (THE MAIN STREET) TO ITS END AT T-INTERSECTION, TURN LEFT AND GO ONE BLOCK. TURN RIGHT ONTO BIRD CREEK ROAD AND CONTINUE FOR 0.8 MILE, TAKE LEFT FORK ONTO THE CIENEGA VALLEY ROAD AND CONTINUE FOR 0.3 MILE, KEEP RIGHT FORK FOR 0.9 MILE, TAKE RIGHT FORK AND CONTINUE FOR 5.0 MILES TO W.A. TAYLOR AND COMPANY RANCH AND BUILDINGS. CONTINUE ON MAIN BLACK-TOP ROAD FOR 3.2 MILES TO THE CIENEGA SCHOOL, CONTINUE FOR 0.6 MILE TO A FORK, KEEP RIGHT FORK FOR 1.3 MILES, TURN RIGHT OFF BLACK-TOP ONTO TRACK ROAD ABOUT 0.1 MILE BEFORE REACHING A WHITE HOUSE. CONTINUE FOR 0.1 MILE TO A FORK, KEEP LEFT FORK (RIGHT FORK LEADING TO OLD STONE HOUSE) FOR 0.3 MILE TO THREE OLD STONE FURNACES ON THE RIGHT, CONTINUE ON TRACK ROAD UP CANYON FOR 3.7 MILES TO TOP OF HILL AND OLD BARN ON THE LEFT AND FARM BUILDINGS ON THE RIGHT. CONTINUE FOR 0.2 MILE TO THREE FORKS AT FENCE CORNER, TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD AROUND FIELD FOR 0.6 MILE TO YELLOW FARM HOUSE. CONTINUE ON ROAD PASSING BETWEEN HOUSE AND BARN UP GRADE FOR 0.6 MILE TO A FORK, TAKE LEFT FORK DOWN GRADE FOR 0.7 MILE TO A TRIANGULAR BLAZE ON A LARGE OAK TREE ABOUT 100 YARDS TO THE RIGHT OF THE ROAD, TURN RIGHT OFF THE ROAD AND CONTINUE UP THE RIDGE FOR ABOUT 0.3 MILE AND THE END OF TRUCK TRAVEL. FROM THE END OF TRUCK TRAVEL CONTINUE ON FOOT UP RIDGE SE TO A SADDLE, THEN E TO HIGHEST POINT OF PEAK AND STATION. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROP PROJECTING ABOUT 1-1/2 FEET, AND IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS STAMPED PAICINES NO 1 1944. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROP PROJECTING ABOUT 1 FOOT, AND IS ABOUT 2-1/2 FEET LOWER THAN THE STATION. IT IS ABOUT 2 FEET W OF A FENCE LINE. IT IS STAMPED PAICINES NO 2 1944. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION. THE AZIMUTH MARK, DESCRIBED AS A CONCRETE MARK, WAS FOUND TO BE A PIPE MARK. THE ROUTE TO THE STATION IS NOW INADEQUATE. A COMPLETE DESCRIPTION FOLLOWS. <p>STATION IS LOCATED, AIRLINE, ABOUT 13 MILES EAST OF SALINAS, 10 MILES SOUTHWEST OF PAICINES, 10 MILES SOUTHEAST OF FREMONT PEAK, 9 MILES NORTHEAST OF CHUALAR AND ON THE SUMMIT OF A HIGH, GRASSY, POINTED HILL WITH OUTCROPPING ROCK ON TOP. <p>STATION MARK IS A USGS BRONZE DISK, STAMPED 1917-4-25 3005 VA, CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF AN OUTCROP OF BEDROCK WITH 2 BY 4 FEET EXPOSED AND PROJECTING 2 FEET. THE OUTCROP IS SURROUNDED BY LARGE BOULDERS. IT IS 80 FEET EAST OF AN OAK TREE AND 10 FEET EAST OF A FENCE LINE. <p>REFERENCE MARK 1 IS A STANDARD USC AND GS DISK, STAMPED PAICINES NO 1 1944, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 1-1/2 BY 3 FEET EXPOSED, PROJECTING 1 FOOT AND 1 FOOT LOWER THAN THE STATION. IT IS 21 FEET EAST OF THE FENCE LINE. <p>REFERENCE MARK 2 IS A STANDARD USC AND GS DISK, STAMPED PAICINES NO 2 1944, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 BY 4 FEET EXPOSED, PROJECTING 1 FOOT AND 2-1/2 FEET LOWER THAN THE STATION. IT IS 2 FEET WEST OF THE FENCE LINE. <p>AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK, STAMPED PAICINES AZIMUTH 1944, BRAZED TO THE TOP OF A 3 INCH PIPE THAT PROJECTS 6 INCHES. IT IS 63.5 FEET WEST OF THE WEST GATE POST, 38.5 FEET WEST OF THE CENTERLINE OF THE ROAD, 30.5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOLLISTER, GO WEST ON FIFTH STREET FOR 0.05 MILE, TURN LEFT ON SAN BENITO STREET AND GO SOUTH FOR 0.8 MILE, TURN LEFT ON NASH ROAD FOR 0.1 MILE, TURN RIGHT ON CIENEGA ROAD FOR 8.5 MILES TO THE TAYLOR WINERY ON THE RIGHT. CONTINUE ON THE CIENEGA ROAD FOR 3.8 MILES TO THE CIENEGA SCHOOL ON THE RIGHT, CONTINUE FOR 0.65 MILE TO A SIDE ROAD RIGHT. TURN RIGHT, LIME KILN ROAD, AND GO 1.3 MILES TO A SIGN LIBBY RANCH ON THE LEFT. TURN LEFT AND GO 0.15 MILE TO THE LIBBY RANCH ON THE LEFT (INQUIRE HERE ABOUT LOCKED GATES). CONTINUE ON PAST THE HOUSE FOR 0.1 MILE TO A BOARD GATE, CONTINUE ON THE MAIN ROAD FOR 2.1 MILES TO A LOCKED GATE. PASS THROUGH AND CONTINUE FOR 0.85 MILE TO A CATTLE FEEDER ON THE RIGHT AND A FORK. TAKE THE RIGHT FORK FOR 0.5 MILE TO A FORK. TAKE THE LEFT FORK FOR 1.0 MILE TO A WIRE GATE. PASS THROUGH AND CONTINUE FOR 0.5 MILE TO A WIRE GATE. PASS THROUGH AND CONTINUE 0.25 MILE TO A FORK. TAKE RIGHT FORK, MAIN ROAD, AND GO 1.4 MILES TO A BOARD GATE. PASS THROUGH AND CONTINUE FOR 0.15 MILE TO A FORK. PASS THROUGH AND CONTINUE 0.05 MILE TO A FORK. TAKE THE LEFT FORK AND GO 0.5 MILE TO A GATE. PASS THROUGH AND GO 0.1 MILE TO A GATE AND A YELLOW HOUSE ON THE LEFT. PASS THROUGH GATE AND CONTINUE 0.5 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE FOR 0.2 MILE TO A FORK AND GATE. TAKE THE LEFT FORK, DOWN HILL, AND GO 0.4 MILE TO A FORK. TAKE THE RIGHT FORK OFF THE MAIN ROAD AND ACROSS A DRAW FOR 0.4 MILE TO A WATER TANK ON THE LEFT. CONTINUE FOR 0.4 MILE TO A WIRE GATE. CONTINUE FOR 0.25 MILE TO A FORK. TAKE THE RIGHT FORK FOR 0.1 MILE TO A T ROAD. TURN RIGHT, THROUGH WIRE GATE, AND GO 0.15 MILE TO A FORK. TAKE THE RIGHT FORK AND GO 0.2 MILE TO A WIRE GATE AT THE BASE OF THE HILL AND THE END OF TRUCK TRAVEL. FROM HERE PACK WEST ALONG FENCE LINE FOR ABOUT 0.1 MILE TO TOP OF RIDGE, THEN TURN RIGHT AND FOLLOW RIDGE TO HIGHEST POINT AND STATION, ABOUT 0.1 MILE. A STEEP 15 MINUTE PACK. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CAA) THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED, A DIFFERENCE WAS FOUND TO REFERENCE MARK NO. 2. THE DIRECTION TO THE AZIMUTH MARK CHECKED, BUT A DIFFERENCE WAS FOUND TO THE REFERENCE MARKS. THE STATION MARK IS STABLE AT THIS TIME. DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 13 MILES EAST OF SALINAS, ABOUT 10 MILES SOUTHWEST OF PAICINES, ABOUT 9 MILES NORTHEAST OF CHUALAR AND ON THE SUMMIT OF A POINTED ROCKY TOPPED MOUNTAIN. <p>TO REACH THE STATION FROM THE DEPOT IN GONZALES, GO NORTH ON U.S. HIGHWAY 101 (BUSINESS ROUTE) FOR 1.5 MILES TO FORK, TAKE RIGHT FORK CROSSING OVERPASS FOR 0.25 MILE, BEAR RIGHT THEN LEFT ONTO OLD STAGE ROAD AND GO NORTHWEST FOR 2.7 MILES TO SIDE ROAD RIGHT (IVERSEN ROAD), CONTINUE FOR 1.6 MILES TO A SIDE ROAD RIGHT (CHUALAR CANYON ROAD), TURN RIGHT AND GO EAST FOR 3.9 MILES TO A ABANDONED SCHOOL HOUSE ON LEFT, CONTINUE FOR 2.3 MILES TO CORRAL ON RIGHT AND FARM HOUSE ON LEFT, TURN LEFT CROSSING BRIDGE THEN RIGHT TO GATE, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.6 MILE TO A LOCKED GATE ON LEFT, PASS THROUGH GATE AND CONTINUE UP HILL ON MAIN ROAD FOR 0.7 MILE TO A LOOP, CONTINUE AROUND LOOP FOLLOWING ROAD UP HILL FOR 2.4 MILES TO FORK, KEEP RIGHT AND CONTINUE FOR 1.0 MILE TO TWO TANKS ON LEFT, (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE ON MAIN ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED), BEAR LEFT CROSSING WASH FOR 0.1 MILE TO END OF TRUCK TRAVEL. FROM HERE PACK SOUTHWEST TO TOP OF HILL AND STATION AS DESCRIBED. (THIS IS A 20 MINUTE PACK BUT WITH A 4-WHEEL DRIVE PACKING TIME CAN BE CUT TO 5 MINUTES.) <p>STATION MARK, A U.S. GEOLOGICAL SURVEY DISK SET IN A DRILL HOLE IN THE SIDE OF A OUTCROPPING BOULDER WHICH PROJECTS ABOUT 3 FEET AND SURROUNDED BY SMALLER ROCKS. THE DISK IS STAMPED 1917 4-25 VA 3005, IS 80 FEET EAST OF A LARGE OAK TREE AND 10 FEET EAST OF A WIRE FENCE. <p>REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS ABOUT 1 FOOT AND IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION. THE DISK IS STAMPED PAICINES NO 1 1944. <p>REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN A DRILL HOLE IN A OUTCROPPING BOULDER WHICH PROJECTS ABOUT 2 FEET AND IS STAMPED PAICINES NO 2 1944. <p>AZIMUTH MARK, A STANDARD AZIMUTH DISK BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES AND IS STAMPED PAICINES 1944. THE MARK IS 64 FEET SOUTHWEST OF A BOARD GATE, 31 FEET SOUTH OF FENCE CORNER, 1 FOOT EAST OF A FENCE AND 1 FOOT SOUTHEAST OF THE WITNESS POST. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GU36643060=PINE RESEThttp://www.geocaching.com/mark/details.asp?PID=GU36643060=PINE RESETGeocacheGeocache3060=PINE RESETUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3060=PINE RESET</h1> <b> PID </b> GU3664 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> COSIO KNOB (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 06 10.91486(N) 121 13 42.50817(W) ADJUSTED <br> <b> NAVD 88 </b> 934. (meters) 3064. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -5.24 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.33 (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> 587,735.133 1</td><td>799,355.801</td><td> MT </td><td>0.99998212</td><td> -1 ' 19 46.1"</td></tr><tr><td>SPC CA 4 </td><td>1,928,261.02 5</td><td>903,386.49 </td><td> sFT </td><td>0.99998212</td><td> -1 ' 19 46.1"</td></tr><tr><td>UTM 10 </td><td>3,996,829.168 </td><td>659,463.274</td><td> MT </td><td>0.99991333</td><td> +1 ' 02 38.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99985867 x 0.99998212 = 0.99984079 <br> <b>UTM 10 </b> 0.99985867 x 0.99991333 = 0.99977201 <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> PINE AZ MK </td><td>284° 11' 46.5"</td></tr><tr><td>UTM 10 </td><td> PINE AZ MK </td><td>281° 49' 21.7"</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>DA8596</td><td>PINE RM 1 </td><td> 6.637 METERS</td><td>205° 58' </td></tr><tr><td>DA8595</td><td>PINE AZ MK </td><td> </td><td>282° 52' 00.4"</td></tr><tr><td>GU3677</td><td>PINYON PEAK LOOKOUT USFS </td><td>APPROX.15.5 KM</td><td>298° 20' 08.6"</td></tr><tr><td>DA8597</td><td>PINE RM 2 </td><td> 10.246 METERS</td><td>319° 02' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 06 10.91221(N) 121 13 42.49970(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 06 11.02800(N) 121 13 38.77100(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: 10SFE5946396829(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>USGS</td></tr><tr><td>1959 </td><td>SEE DESCRIPTION </td><td>USE</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>AMS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1944 (JCS) STATION IS LOCATED ABOUT 10 MILES, AIR LINE, SW OF KING CITY, ABOUT 9 MILES, AIR LINE, N OF JOLON, ABOUT 1 MILE S OF THE PINE CANYON ROAD, AND 1 MILE ENE OF AN OLD ABANDONED WHITE HOUSE. IT IS ON THE N END, AND SUMMIT, OF A HIGH AND PROMINENT, BRUSH-COVERED RIDGE. <p>STATION MARK IS A U.S. GEOLOGICAL SURVEY ALUMINUM BENCH-MARK DISK BRAZED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS ABOUT 4 INCHES. IT IS STAMPED PINE DATUM VA BM AND WITH THE ELEVATION OF 3060 FEET. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT. IT IS STAMPED PINE USGS NO 1 1944. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK BRAZED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT. IT IS STAMPED PINE USGS NO 2 1944. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK. IT IS STAMPED PINE 1944. IT IS LOCATED 0.1 MILE NW OF LARGE ADOBE HOUSE, 100 FEET W OF TRACK ROAD, AND 3 FEET S OF A WHITE WOODEN WITNESS POST. <p>TO REACH FROM KING CITY, GO W ON U.S. HIGHWAY 101 FOR 1.0 MILE TO THE W END OF THE SALINAS RIVER BRIDGE. TAKE THE LEFT FORK FOR 0.3 MILE, CROSSING THE NEW MILITARY HIGHWAY TO A FORK IN THE OLD OILED ROAD, TAKE THE RIGHT FORK SW AND FOLLOW THE MAIN ROAD UP THE CANYON FOR 7.1 MILES, TAKE THE LEFT OR UPPER FORK, WHICH IS STEEP AND NARROW, AND GO SW FOR 2.2 MILES TO SMALL OPENING ON TOP OF BENCH, AGAIN TAKE THE LEFT FORK AND GO S FOR 0.4 MILE TO AN OLD ADOBE HOUSE ON THE RIGHT, CONTINUE S, ON THE TRACK ROAD OVER THE ROUGH HILLS, FOR 1.3 MILES TO AN OLD WHITE HOUSE. TAKE THE LEFT FORK AND GO 0.3 MILE TO THE TOP OF THE DIVIDE AND THE END OF TRUCK TRAVEL. FROM THIS POINT FOLLOW THE RIDGE NE ABOUT 1.0 MILE TO THE HIGHEST POINT AND STATION. <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY US ENGINEERS 1959 THE STATION MARK WAS NOT RECOVERED AND A SEARCH OF THE IMMEDIATE AREA FAILED TO DISCLOSE THE U.S.G.S. EMPLACED PIPE MARKER BUT ABOUT ONE-HALF OF THE ALUMINUM BENCH MARK DISK STAMPED PINE DATUM VA BM WAS FOUND LYING ON THE GROUND. A RECENT FIRE HAD BURNED OVER THE AREA AND THE MARK HAD APPARENTLY BEEN EXCAVATED BY A BULL-DOZER CONSTRUCTING A FIREBREAK. ABOUT 22 TO 24 INCHES OF DIRT HAD BEEN EXCAVATED. <p>THE STATION WAS RE-ESTABLISHED USING REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK WHICH WERE RECOVERED IN GOOD CONDITION. <p>THE STATION IS NOW MARKED BY A 22-INCH LONG STEEL PIPE, DRIVEN INTO THE GROUND, PROJECTING ABOUT 8 INCHES ABOVE THE GROUND. THE PIPE IS PLUGGED WITH A WOODEN PLUG INTO WHICH IS DRIVEN A 20D ALUMINUM NAIL. THE MARK IS THE CENTER PUNCH IN THE NAILHEAD. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. STATION MARK PROJECTS 0.8 FEET ABOVE THE GROUND. REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED. <p>NOTE--THE AZIMUTH MARK IS NOT VISIBLE FROM INSTRUMENT HEIGHTS. GU2448321 Bhttp://www.geocaching.com/mark/details.asp?PID=GU2448321 BGeocacheGeocache321 BUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>321 B</h1> <b> PID </b> GU2448 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN LUCAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 11 25. (N) 121 04 30. (W) SCALED <br> <b> NAVD 88 </b> 98.42 (+/-2cm) 322.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.45 (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> 597,100. </td><td> 1,813,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 97.515 (m) 319.93 (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: 10SFF730067(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: 321 CAL B 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890202</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 3.2 MI SE FROM KING CITY. 3.25 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT KING CITY, 2 1/2 POLES SOUTHEAST OF THE CROSSING OF A PRIVATE ROAD, 2 1/2 POLES NORTHWEST OF MILEPOLE 167, 45.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 109 FEET NORTH OF WELBY BEET STATION LOADING PLATFORM, 62 1/2 FEET SOUTHEAST OF THE THIRD POLE NORTHWEST OF THE MILEPOLE, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE-- THE PIPE IS LEANING SLIGHTLY BUT STILL SOLID. THE STATION IS 3.2 MI ALONG THE SPRR FROM KING CITY RR DEPOT, MONTEREY CO., AT MILEAGE 166.9, 387 FT WNW OF MILEPOST 167, 45.5 FT NNE OF THE NNE RAIL OF THE TRACK, AND 1.5 FT WSW OF THE FENCE LINE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. GU2454338 B USGShttp://www.geocaching.com/mark/details.asp?PID=GU2454338 B USGSGeocacheGeocache338 B USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>338 B USGS</h1> <b> PID </b> GU2454 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN LUCAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 12 41. (N) 121 07 15. (W) SCALED <br> <b> NAVD 88 </b> 103.39 (+/-2cm) 339.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.47 (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> 599,540. </td><td> 1,809,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.481 (m) 336.22 (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: 10SFF689090(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: 338 B CAL 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1933 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 AT KING CITY. AT KING CITY, MONTEREY COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD, TWO POLES NORTH OF MILEPOST 164, AT THE NORTH END OF A CUT ON U.S. HIGHWAY 101, OPPOSITE TWO SWITCH-STANDS, AND 45 FEET WEST OF THE TRACK. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 338 B CAL 1908 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. GU214937http://www.geocaching.com/mark/details.asp?PID=GU214937GeocacheGeocache37USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>37</h1> <b> PID </b> GU2149 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PRUNEDALE (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 17. (N) 121 44 46. (W) SCALED <br> <b> NAVD 88 </b> 6.418 (meters) 21.06 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 6.410 (meters) 21.03 (feet) COMP <br> <b> MODELED GRAV</b> 979,883.5 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,884.7 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> ? <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 March 1993. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 674,170. </td><td> 1,755,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 6.470 (m) 21.23 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 5.590 (m) 18.34 (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: 10SFF117813(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: SF 37 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 08, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881208</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 1.6 MI S FROM WATSONVILLE JUNCTION. 1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM WATSONVILLE JUNCTION, 58 YARDS SOUTH OF SIGNAL 101.9, 24.8 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 19.8 FEET WEST OF THE WEST RAIL OF THE TRACK, 19.0 FEET NORTH OF MILEPOST 102, 0.7 FOOT NORTH OF A METAL WITNESS POST, ABOUT THE SAME ELEVATION AS THE TRACK, AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 THE HIGH POINT OF THE MARK IS THE LETTER --U-- IN U. S. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU214738 USGShttp://www.geocaching.com/mark/details.asp?PID=GU214738 USGSGeocacheGeocache38 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>38 USGS</h1> <b> PID </b> GU2147 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PRUNEDALE (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 11. (N) 121 44 22. (W) SCALED <br> <b> NAVD 88 </b> 1.83 (+/-2cm) 6.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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>