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Superseded Survey Control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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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> 670,270. </td><td> 1,755,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 0.994 (m) 3.26 (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: 10SFF124774(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: SF 3 1908 38 <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>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1908 4.5 MI S FROM WATSONVILLE JUNCTION. 4.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM WATSONVILLE JUNCTION, MONTEREY COUNTY, 100 FEET NORTH OF MILEPOST 105, AND JUST EAST OF THE TRACK. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SF 3 1908 38 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 SEARCHED FOR, NOT RECOVERED. GU213139 USGShttp://www.geocaching.com/mark/details.asp?PID=GU213139 USGSGeocacheGeocache39 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>39 USGS</h1> <b> PID </b> GU2131 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 39. (N) 121 45 18. (W) SCALED <br> <b> NAVD 88 </b> 7.15 (+/-2cm) 23.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.71 (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> 665,620. </td><td> 1,754,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 6.32 (m) 20.7 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF110727(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: SF 21 1908 39 CAL <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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.2 MI N FROM CASTORVILLE. 2.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CASTROVILLE, ABOUT 800 FEET SOUTH OF MILEPOST 108, 40.4 FEET EAST OF THE EAST RAIL OF THE TRACK, 29 FEET SOUTH OF THE 4TH TELEGRAPH POLE SOUTH OF MILEPOST 108, 1.7 FEET WEST OF A FENCE LINE, ABOUT THE SAME ELEVATION AS THE TRACK, AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 SEARCHED FOR,BUT NOT RECOVERED. GU213840 USGShttp://www.geocaching.com/mark/details.asp?PID=GU213840 USGSGeocacheGeocache40 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>40 USGS</h1> <b> PID </b> GU2138 <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 45 10. (N) 121 44 32. (W) SCALED <br> <b> NAVD 88 </b> 6.67 (+/-2cm) 21.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.78 (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> 661,000. </td><td> 1,755,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 5.851 (m) 19.20 (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: 10SFF122681(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: SF 20 1908 40 <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>1948 </td><td>POOR </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 0.8 MI SE FROM DEL MONTE JUNCTION. 0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT CASTROVILLE, CA-053 UNTY, ABOUT 400 FEET SOUTH OF MILEPOST 111, 75 FEET NORTH OF THE SOUTH END OF A WYE, AND AT THE EAST EDGE OF THE RIGHT-OF-WAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED SF 20 1908 40 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE-- THIS MARK WAS HIT BY HEAVY EQUIPMENT AND IS UNSUITABLE TO BE IN FIRST-ORDER LEVEL LINE, IT WAS USED AS EXTRA FORESIGHT. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 SEARCHED FOR BUT NOT RECOVERED. GU2315408http://www.geocaching.com/mark/details.asp?PID=GU2315408GeocacheGeocache408USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>408</h1> <b> PID </b> GU2315 <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 05 49. (N) 120 58 05. (W) SCALED <br> <b> NAVD 88 </b> 125.07 (+/-2cm) 410.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.51 (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> 586,550. </td><td> 1,822,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 124.166 (m) 407.37 (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: 10SFE829966(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: 408 FT DATUM B 1908 <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>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 6.6 MI NW FROM SAN ARDO. 6.65 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF JOLON STREET AT SAN ARDO, 13 FEET WEST OF THE WEST RAIL, 39 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 101, 18 FEET EAST OF A POWER POLE, 6 1/2 POLES SOUTH OF MILEPOLE 176, 8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. FV029243 CADHhttp://www.geocaching.com/mark/details.asp?PID=FV029243 CADHGeocacheGeocache43 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>43 CADH</h1> <b> PID </b> FV0292 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> CAPE SAN MARTIN (1949) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 59 20. (N) 121 29 40. (W) SCALED <br> <b> NAVD 88 </b> 49.939 (meters) 163.84 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.98 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 49.898 (meters) 163.71 (feet) COMP <br> <b> MODELED GRAV</b> 979,819.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 575,660. </td><td> 1,775,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 49.080 (m) 161.02 (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: 10SFE357837(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1942 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 25.9 MI SE FROM BIG SUR. 25.9 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE BRIDGE AT BIG SUR, MONTEREY COUNTY, 101 FEET SOUTH OF THE SOUTH CORNER OF THE MASONRY ABUTMENT OF BRIDGE NO. 44-61 OVER KIRK CREEK, 82 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 77 FEET SOUTH OF A TELEPHONE POLE, AND ON THE TOP OF A 5- BY 5- FOOT ROCK OUTCROP. A CHISELED SQUARE. NOTE-- IN SEPTEMBER 1942, THE ROCK OUTCROP WAS LOCATED BUT THE CHISELED SQUARE COULD NOT BE MADE OUT, HOWEVER, THERE WAS A TIP OF ROCK ON THE EDGE NEAREST THE ROAD WHICH HAD BEEN PAINTED WITH WHITE PAINT, AND THE LETTERING ON THE FACE OF THE ROCK INDICATED THAT THIS PAINTED TIP IS THE BENCH MARK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. FV0245466 B USGShttp://www.geocaching.com/mark/details.asp?PID=FV0245466 B USGSGeocacheGeocache466 B USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>466 B USGS</h1> <b> PID </b> FV0245 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> HAMES VALLEY (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 42. (N) 120 52 39. (W) SCALED <br> <b> NAVD 88 </b> 142.81 (+/-2cm) 468.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.74 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 573,230. </td><td> 1,830,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 141.844 (m) 465.37 (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: 10SFE913836(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 466 B <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>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 3 MI SE FROM SAN ARDO. 3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM SAN ARDO, MONTEREY COUNTY, AT MILEPOST 186, AT A CULVERT UNDER THE TRACK, IN THE TOP OF THE EAST HEADWALL, AND EAST OF THE TRACK. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 466 B. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. GU199549 RESEThttp://www.geocaching.com/mark/details.asp?PID=GU199549 RESETGeocacheGeocache49 RESETSPRRUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>49 RESET</h1> <b> PID </b> GU1995 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SALINAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 47. (N) 121 39 24. (W) SCALED <br> <b> NAVD 88 </b> 16.143 (meters) 52.96 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.66 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 16.130 (meters) 52.92 (feet) COMP <br> <b> MODELED GRAV</b> 979,844.7 (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> 652,680. </td><td> 1,762,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 15.262 (m) 50.07 (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: 10SFF200601(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: 49 1935 <br>MARK LOGO: USGS <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT 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>1935 </td><td>MONUMENTED </td><td>SPRR</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 AT SALINAS. AT SALINAS, 0.1 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE 118.39 OVER NORTH MAIN STREET, 8.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 2.2 FEET WEST OF THE WEST FACE OF A CONCRETE GUARDWALL ON THE ABUTMENT, 0.6 FOOT SOUTH OF THE NORTH END OF THE GUARDWALL, AND ABOUT LEVEL WITH THE TRACK. NOTE-- 1948 AND 1967 REPORTS INDICATE MARK WAS SET BY SPRR CO. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU42655101http://www.geocaching.com/mark/details.asp?PID=GU42655101GeocacheGeocache5101GBLIGBLI Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5101</h1> <b> PID </b> GU4265 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 48 38.11741(N) 121 47 06.35900(W) ADJUSTED <br> <b> NAVD 88 </b> 4.8 (meters) 16. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,692,980.077 (meters) COMP <br> <b> Y </b> -4,345,855.354 (meters) COMP <br> <b> Z </b> 3,800,567.455 (meters) COMP <br> <b> LAPLACE CORR</b> 5.59 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -29.03 (meters) (03/08/94) GPS OBS <br> <b> GEOID HEIGHT</b> -33.76 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> ELLP ORDER </b> FOURTH CLASS I <br> <p>The horizontal coordinates were established by GPS observations 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 X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p> <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> 667,522.149 1</td><td>751,528.315</td><td> MT </td><td>0.99994594</td><td> -1 ' 39 41.6"</td></tr><tr><td>SPC CA 4 </td><td>2,190,028.92 5</td><td>746,472.48 </td><td> sFT </td><td>0.99994594</td><td> -1 ' 39 41.6"</td></tr><tr><td>SPC CA 3 </td><td> 535,257.555 1</td><td>885,324.420</td><td> MT </td><td>1.00006276</td><td> -0 ' 47 12.4"</td></tr><tr><td>SPC CA 3 </td><td>1,756,090.83 6</td><td>185,435.20 </td><td> sFT </td><td>1.00006276</td><td> -0 ' 47 12.4"</td></tr><tr><td>SPC CA 5 </td><td> 873,682.122 1</td><td>662,135.049</td><td> MT </td><td>1.00057109</td><td> -2 ' 09 27.2"</td></tr><tr><td>SPC CA 5 </td><td>2,866,405.43 5</td><td>453,188.07 </td><td> sFT </td><td>1.00057109</td><td> -2 ' 09 27.2"</td></tr><tr><td>UTM 10 </td><td>4,074,549.087 </td><td>608,366.900</td><td> MT </td><td>0.99974467</td><td> +0 ' 43 40.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 1.00000456 x 0.99994594 = 0.99995050 <br> <b>SPC CA 3 </b> 1.00000456 x 1.00006276 = 1.00006732 <br> <b>SPC CA 5 </b> 1.00000456 x 1.00057109 = 1.00057565 <br> <b>UTM 10 </b> 1.00000456 x 0.99974467 = 0.99974922 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU4266</td><td>5122 </td><td>369.606 METERS</td><td>172° 29' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 48 38.11019(N) 121 47 06.35232(W) AD(1984.00) 3 <br> NGVD 29 (06/22/92) 4.0 (m) 13. (f) GPS OBS <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0836774549(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: 5101 <br>MARK LOGO: GBLI <br>MAGNETIC: O = OTHER; SEE DESCRIPTION <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 1991 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1991 </td><td>MONUMENTED </td><td>GBLI</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY GORDON B LEWIS INCORPORATED 1991 THE STATION IS LOCATED 0.45 MILE NORTH OF DOLAN ROAD ALONG CALIFORNIA STATE HIGHWAY 1 AT THE NORTHWEST CORNER OF BRIDGE N44-74 CROSSING ELKHORN SLOUGH. THE STATION IS A 2 INCH BRASS DISC IN THE TOP OF A 1.5 INCH IRON PIPE IN THE EARTHEN BRIDGE ABUTMENT FILL LOCATED 2.8 FEET WEST OF THE BRIDGE AND 4.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE. THE DISC IS STAMPED 5101. GU42665122http://www.geocaching.com/mark/details.asp?PID=GU42665122GeocacheGeocache5122GBLIGBLI Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5122</h1> <b> PID </b> GU4266 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 48 26.23062(N) 121 47 04.40663(W) ADJUSTED <br> <b> NAVD 88 </b> 3.1 (meters) 10. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,693,053.876 (meters) COMP <br> <b> Y </b> -4,346,066.325 (meters) COMP <br> <b> Z </b> 3,800,273.083 (meters) COMP <br> <b> LAPLACE CORR</b> 5.60 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -30.70 (meters) (03/08/94) GPS OBS <br> <b> GEOID HEIGHT</b> -33.77 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> ELLP ORDER </b> FOURTH CLASS I <br> <p>The horizontal coordinates were established by GPS observations 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 X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p> <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> 667,154.496 1</td><td>751,566.063</td><td> MT </td><td>0.99994576</td><td> -1 ' 39 40.4"</td></tr><tr><td>SPC CA 4 </td><td>2,188,822.71 5</td><td>746,596.33 </td><td> sFT </td><td>0.99994576</td><td> -1 ' 39 40.4"</td></tr><tr><td>SPC CA 3 </td><td> 534,890.478 1</td><td>885,367.782</td><td> MT </td><td>1.00006370</td><td> -0 ' 47 11.2"</td></tr><tr><td>SPC CA 3 </td><td>1,754,886.51 6</td><td>185,577.46 </td><td> sFT </td><td>1.00006370</td><td> -0 ' 47 11.2"</td></tr><tr><td>SPC CA 5 </td><td> 873,313.926 1</td><td>662,169.634</td><td> MT </td><td>1.00056901</td><td> -2 ' 09 26.1"</td></tr><tr><td>SPC CA 5 </td><td>2,865,197.44 5</td><td>453,301.54 </td><td> sFT </td><td>1.00056901</td><td> -2 ' 09 26.1"</td></tr><tr><td>UTM 10 </td><td>4,074,183.402 </td><td>608,419.933</td><td> MT </td><td>0.99974481</td><td> +0 ' 43 41.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 1.00000482 x 0.99994576 = 0.99995058 <br> <b>SPC CA 3 </b> 1.00000482 x 1.00006370 = 1.00006852 <br> <b>SPC CA 5 </b> 1.00000482 x 1.00056901 = 1.00057383 <br> <b>UTM 10 </b> 1.00000482 x 0.99974481 = 0.99974963 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU4265</td><td>5101 </td><td>369.606 METERS</td><td>352° 29' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 48 26.22294(N) 121 47 04.40064(W) AD(1984.00) 3 <br> NGVD 29 (06/22/92) 2.3 (m) 8. (f) GPS OBS <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF0842074183(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: 5122 <br>MARK LOGO: GBLI <br>MAGNETIC: O = OTHER; SEE DESCRIPTION <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 1991 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1991 </td><td>MONUMENTED </td><td>GBLI</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY GORDON B LEWIS INCORPORATED 1991 TO REACH THIS STATION, FROM THE INTERSECTION OF CALIFORNIA STATE HIGHWAY 1 AND DOLAN ROAD, GO 0.35 MILE NORTH ALONG CALIFORNIA STATE HIGHWAY 1 TO THE SOUTHWEST CORNER OF THE BRIDGE N44-74 CROSSING ELKHORN SLOUGH. THE STATION IS LOCATED 572.5 FEET SOUTHWESTERLY FROM THE SOUTHWEST CORNER OF THE BRIDGE ALONG THE EASTERLY BANK OF MOSS LANDING HARBOR TO THE SOUTHERLY TERMINUS OF THE ROCK RIP RAPPED BANK. THE STATION IS A 2 INCH BRASS DISC IN THE TOP OF A 1.5 INCH IRON PIPE LOCATED 4.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE PACIFIC GAS AND ELECTRIC CONCRETE RAMP, 36.5 FEET NORTH OF THE CENTER OF A PEDESTRIAN GATE TO STEPS TO LOWER WALK WAY OF PACIFIC GAS AND ELECTRIC WATER INTAKE SYSTEM. THE DISC IS STAMPED 5122. GU36725148http://www.geocaching.com/mark/details.asp?PID=GU36725148GeocacheGeocache5148USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5148</h1> <b> PID </b> GU3672 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> CONE PEAK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 03 07.03600(N) 121 29 46.41157(W) ADJUSTED <br> <b> NAVD 88 </b> 1572. (meters) 5157. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 9.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.35 (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> 582,662.528 1</td><td>775,106.270</td><td> MT </td><td>0.99999058</td><td> -1 ' 29 21.2"</td></tr><tr><td>SPC CA 4 </td><td>1,911,618.64 5</td><td>823,827.82 </td><td> sFT </td><td>0.99999058</td><td> -1 ' 29 21.2"</td></tr><tr><td>UTM 10 </td><td>3,990,757.197 </td><td>635,447.495</td><td> MT </td><td>0.99982606</td><td> +0 ' 53 06.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99975858 x 0.99999058 = 0.99974916 <br> <b>UTM 10 </b> 0.99975858 x 0.99982606 = 0.99958468 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 03 07.02892(N) 121 29 46.41344(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 03 07.16000(N) 121 29 42.64000(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: 10SFE3544790757(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>1933 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1935 SEE STATION CONE PEAK 2. <p>U.S.G.S. TRIANGULATION STATION CONE PEAK IS 14 FEET E OF U.S.C. AND G.S. TRIANGULATION STATION CONE PEAK 2 AND 35 FEET SE OF F.S. LOOKOUT HOUSE. <p>MARK STAMPED 5148 AND PRESENT CONDITION OF MARK IS EXCELLENT. GU2721515 USGShttp://www.geocaching.com/mark/details.asp?PID=GU2721515 USGSGeocacheGeocache515 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>515 USGS</h1> <b> PID </b> GU2721 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOUNT JOHNSON (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 30 12. (N) 121 22 27. (W) SCALED <br> <b> NAVD 88 </b> 157.66 (+/-2cm) 517.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.13 (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> 632,450. </td><td> 1,787,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 156.719 (m) 514.17 (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: 10SFF456410(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: CAL 515 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1969 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 4.3 MI E FROM GONZALES. ABOUT 4.3 MILES EAST FROM THE SOUTHERN PACIFIC RAILROAD STATION AT GONZALES, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING TO PINNACLES, 3 FEET NORTH OF THE FENCE LINE. A WITNESS POST HAS BEEN SET. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED CAL 515 1909 AND RIVETED ON THE TOP OF A 2-1/2-INCH STEEL PIPE. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 MARK NOT FOUND. FV0212541 Bhttp://www.geocaching.com/mark/details.asp?PID=FV0212541 BGeocacheGeocache541 BUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>541 B</h1> <b> PID </b> FV0212 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> BRADLEY (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 52. (N) 120 48 11. (W) SCALED <br> <b> NAVD 88 </b> 165.628 (meters) 543.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 165.476 (meters) 542.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,713.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 560,460. </td><td> 1,837,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 164.701 (m) 540.36 (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: 10SFE983711(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: 541 B CAL 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 - 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>1908 </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 0.2 MI NW FROM BRADLEY. 0.25 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 5, ABOUT 1 1/2 POLES NORTH AND ACROSS THE TRACK FROM A SMALL METAL BUILDING, 11 POLES NORTHWEST OF MILEPOLE 196, 46.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 34 FEET SOUTHEAST OF A TELEPHONE POLE, 44 FEET NORTHWEST OF A FENCE CORNER, 1.3 FEET SOUTHWEST OF A FENCE, 0.9 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--ABOUT 1 1/2 POLES NORTH AND ACROSS THE TRACK FROM A SMALL METAL BUILDING, 11 POLES NORTHWEST OF MILEPOLE 196. FV0211553 Bhttp://www.geocaching.com/mark/details.asp?PID=FV0211553 BGeocacheGeocache553 BUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>553 B</h1> <b> PID </b> FV0211 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> BRADLEY (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 49. (N) 120 47 39. (W) SCALED <br> <b> NAVD 88 </b> 169.370 (meters) 555.67 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.96 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 169.215 (meters) 555.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,717.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 560,360. </td><td> 1,837,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 168.298 (m) 552.16 (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: 10SFE991710(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: 553 B CAL 1909 <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 - 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>1909 </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 0.2 MI E FROM BRADLEY. 0.2 MILE EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 9, 0.05 MILE EAST OF THE CROSSING OF SARGENTS ROAD, 4 POLES EAST OF MILEPOLE 196, 48.9 FEET NORTH OF THE NORTH RAIL, 16.8 FEET NORTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A FENCE, 1 1/2 FEET NORTHWEST OF A FENCE CORNER, 1.2 FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER 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 (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--4 POLES EAST OF MILEPOLE 196, AND 16.8 FEET NORTHWEST OF A TELEPHONE POLE. NOTE--THE DISK IS STAMPED AS ABOVE. GU322656 1 CADHhttp://www.geocaching.com/mark/details.asp?PID=GU322656 1 CADHGeocacheGeocache56 1 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>56 1 CADH</h1> <b> PID </b> GU3226 <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 09. (N) 121 54 46. (W) SCALED <br> <b> NAVD 88 </b> 171.469 (meters) 562.56 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 171.335 (meters) 562.12 (feet) COMP <br> <b> MODELED GRAV</b> 979,848.7 (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> 641,080. </td><td> 1,739,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 170.630 (m) 559.81 (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: 10SEF972476(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 56 1 CALIF DIV OF HWY <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 1.9 MI SOUTH FROM MONTEREY. 2.1 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT MONTEREY, SET IN THE MEDIAN, 0.3 MILE SOUTH OF THE OVERPASS OF PACIFIC GROVE CARMEL HIGHWAY. GU323056 2 A CADHhttp://www.geocaching.com/mark/details.asp?PID=GU323056 2 A CADHGeocacheGeocache56 2 A CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>56 2 A CADH</h1> <b> PID </b> GU3230 <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 24. (N) 121 54 47. (W) SCALED <br> <b> NAVD 88 </b> 164.410 (meters) 539.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.39 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 164.282 (meters) 538.98 (feet) COMP <br> <b> MODELED GRAV</b> 979,846.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,844.9 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 641,550. </td><td> 1,739,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 163.570 (m) 536.65 (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: 10SEF972480(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 56 2A CALIF DIV OF HWYS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 1.9 MI SOUTH FROM MONTEREY. 1.9 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE AT MONTEREY, 0.1 MILE SOUTH OF OVERPASS OF PACIFIC GROVE CARMEL HIGHWAY, WHERE IT JUNCTIONS WITH HIGHWAY 1, AND SET IN MEDIAN. GU322556 2 CADHhttp://www.geocaching.com/mark/details.asp?PID=GU322556 2 CADHGeocacheGeocache56 2 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>56 2 CADH</h1> <b> PID </b> GU3225 <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 16. (N) 121 54 46. (W) SCALED <br> <b> NAVD 88 </b> 166.326 (meters) 545.69 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.38 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 166.197 (meters) 545.26 (feet) COMP <br> <b> MODELED GRAV</b> 979,847.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 641,300. </td><td> 1,739,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 165.487 (m) 542.94 (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: 10SEF972478(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 56 2 CALIF DIV OF HWYS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 2.0 MI SOUTH FROM MONTEREY. 2.0 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE POST OFFICE IN MONTEREY, SET IN THE MEDIAN, 0.2 MILE SOUTH OF THE OVERPASS OF PACIFIC GROVE CARMEL HIGHWAY. FV0263565 RESEThttp://www.geocaching.com/mark/details.asp?PID=FV0263565 RESETGeocacheGeocache565 RESETUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>565 RESET</h1> <b> PID </b> FV0263 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN MIGUEL (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 39. (N) 120 45 03. (W) SCALED <br> <b> NAVD 88 </b> 173.142 (meters) 568.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 172.984 (meters) 567.53 (feet) COMP <br> <b> MODELED GRAV</b> 979,720.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 556,280. </td><td> 1,841,800. </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: 10SGE031671(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: 565.1 1916 RESET 1949 <br>MARK LOGO: USGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1949 </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 4.6 MI SE FROM BRADLEY. 4.65 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SIDING SIGN AT BRADLEY, IN R11E T24S, SECTION 23, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE WING WALL OF STEEL TRUSS BRIDGE 200.55 OVER SALINAS RIVER, 9.3 FEET EAST OF THE EAST RAIL, 0.4 FOOT EAST OF THE EAST END OF THE NORTH ABUTMENT, AND ABOUT 1 FOOT LOWER 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. 7.4 KM (4.60 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SIDING SIGN AT BRADLEY, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE NUMBER 200.55 SPANNING THE SALINAS RIVER, 2.7 M (8.9 FT) EAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK. FV0262565 USGShttp://www.geocaching.com/mark/details.asp?PID=FV0262565 USGSGeocacheGeocache565 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>565 USGS</h1> <b> PID </b> FV0262 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SAN MIGUEL (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 39. (N) 120 45 03. (W) SCALED <br> <b> NAVD 88 </b> 173.14 (+/-2cm) 568.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.97 (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> 556,280. </td><td> 1,841,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 172.198 (m) 564.95 (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: 10SGE031671(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 565 1 1916 <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>1916 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1933 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1933 4.6 MI SE FROM BRADLEY. DESCRIPTION NOT AVAILABLE. LOCATED IN VICINITY OF 565 RESET 1949. GU2820568.329 CADHhttp://www.geocaching.com/mark/details.asp?PID=GU2820568.329 CADHGeocacheGeocache568.329 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>568.329 CADH</h1> <b> PID </b> GU2820 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PARTINGTON RIDGE (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 13 03. (N) 121 45 03. (W) SCALED <br> <b> NAVD 88 </b> 173.850 (meters) 570.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 173.708 (meters) 569.91 (feet) COMP <br> <b> MODELED GRAV</b> 979,815.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 601,650. </td><td> 1,752,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 172.993 (m) 567.56 (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: 10SFF122087(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 568.329 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 3.5 MI SE FROM BIG SUR. 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE TO PFEIFFER BIG SUR STATE PARK AT BIG SUR, AT CONCRETE BRIDGE 44-35 OVER CASTRO CANYON, IN THE TOP OF THE NORTH CONCRETE WHEEL GUARD ABOVE THE WEST CONCRETE ABUTMENT, 54 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DEETJEN HOUSE, 14.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 FOOT EAST OF THE WEST END OF THE WHEEL GUARD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 ABOUT 3.2 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE STATE HIGHWAY DEPARTMENT MAINTENANCE STATION ENTRANCE AT BIG SUR. 15 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 11 FEET SOUTHEAST OF THE NORTHWEST EDGE OF BRIDGE CURB, 7 FEET SOUTHWEST OF A POWERLINE POLE. IT IS IN THE NORTHWEST END OF THE CUSTRO CANYON BRIDGE NUMBER 44-35 IN TOP OF THE NORTHEAST CURB AND IS A CALIFORNIA DIVISION OF HIGHWAYS DISK. GU24528http://www.geocaching.com/mark/details.asp?PID=GU24528GeocacheGeocache8DODUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>8</h1> <b> PID </b> GU2452 <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 30. (N) 121 07 05. (W) SCALED <br> <b> NAVD 88 </b> 99.651 (meters) 326.94 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 99.567 (meters) 326.66 (feet) COMP <br> <b> MODELED GRAV</b> 979,787.3 (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> 599,190. </td><td> 1,809,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 98.740 (m) 323.95 (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: 10SFF691086(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 8 <br>MARK LOGO: USE <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 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>UNK </td><td>MONUMENTED </td><td>DOD</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 0.4 MI SE FROM KING CITY. 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT KING CITY, DIRECTLY OPPOSITE RAILROAD BRIDGE 164.12, IN THE TOP AND 2.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF A U.S. HIGHWAY 101 BRIDGE OVER SAN LORENZO CREEK, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 90.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 8 FEET LOWER THAN THE TRACK, AND 1 FOOT HIGHER THAN 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. GU275890.263 CADHhttp://www.geocaching.com/mark/details.asp?PID=GU275890.263 CADHGeocacheGeocache90.263 CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>90.263 CADH</h1> <b> PID </b> GU2758 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> LOPEZ POINT (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 12. (N) 121 35 56. (W) SCALED <br> <b> NAVD 88 </b> 28.678 (meters) 94.09 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 28.655 (meters) 94.01 (feet) COMP <br> <b> MODELED GRAV</b> 979,835.7 (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> 584,910. </td><td> 1,765,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 27.812 (m) 91.25 (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: 10SFE261926(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: 90-263 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD</td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 18.8 MI SE FROM BIG SUR. 18.8 MILES SOUTHEAST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE TO PFEIFFER BIG SUR STATE PARK AT BIG SUR, AT CONCRETE BRIDGE 44-56 OVER BIG CREEK, SET IN THE TOP OF THE NORTH CONCRETE WHEEL GUARD AT THE EAST END OF THE BRIDGE, 33 FEET SOUTHWEST OF THE CENTER OF A WOODEN GATE, 13 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.2 FOOT WEST OF THE EAST END OF THE WHEEL GUARD, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERED 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. GU2073941 3375 TIDAL 3http://www.geocaching.com/mark/details.asp?PID=GU2073941 3375 TIDAL 3GeocacheGeocache941 3375 TIDAL 3CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>941 3375 TIDAL 3</h1> <b> PID </b> GU2073 <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 31 15. (N) 121 56 25. (W) SCALED <br> <b> NAVD 88 </b> 1.922 (meters) 6.31 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.52 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1.920 (meters) 6.30 (feet) COMP <br> <b> MODELED GRAV</b> 979,876.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 635,800. </td><td> 1,736,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 1.085 (m) 3.56 (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: 10SEF948422(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: NO 3 1933 GCJ <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>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </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 1971 AT CARMEL COVE. ON THE WEST SIDE OF CARMEL COVE, 189 FEET NORTH OF BENCH MARK TIDAL 1 DESCRIBED ABOVE, AT THE FOOT OF A ROCK POINT, ON THE HIGH-WATER LINE, AND IN THE TOP OF A SLOPING ROCK OUTCROP. A STANDARD DISK, STAMPED NO 3 1933 GCJ. <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 5.1 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF HIGHWAY 68 WEST, IN MONTEREY, THENCE 0.5 MILE WEST OF NORTH ALONG A PAVED ROAD IN POINT LOBOS RESERVE STATE PARK. AT THE WEST SIDE OF CARMEL COVE, AT A PARKING AREA FORMERLY THE SITE OF POINT LOBOS CANNERY, 215 FEET NORTH OF BETA RESEARCH BM, AT THE FOOT OF A ROCK POINT, AND IN THE TOP OF A SLOPING ROCK OUTCROP, 40 FEET NORTHEAST OF THE EXTREME NORTHEAST CORNER OF PARKING AREA. GU3218941 3450 K TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3218941 3450 K TIDALGeocacheGeocache941 3450 K TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 K TIDAL</h1> <b> PID </b> GU3218 <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 13. (N) 121 53 37. (W) SCALED <br> <b> NAVD 88 </b> 5.416 (meters) 17.77 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 5.412 (meters) 17.76 (feet) COMP <br> <b> MODELED GRAV</b> 979,891.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 960 by the Center for Operational Oceanographic Products and Services. <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> 644,850. </td><td> 1,741,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 4.584 (m) 15.04 (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: 10SEF989514(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN DRILL HOLE IN A BOULDER <br>STAMPING: 3450 K 1976 <br>MARK LOGO: NOS <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 - May 27, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040527</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 IN MONTEREY. AT THE MONTEREY HARBOR IN THE FOREMOST NORTHEAST CORNER OF THE PROMINENT OUTCROP, 100 FEET WEST OF TRADEWINDS RESTURANT, FISHERMANS WHARF, 48 FEET EAST OF THE MOST EASTERLY RAIL, AND 15 FEET NORTHEAST OF A 3 FOOT DIAMETER PALM TREE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN MONTEREY, AT 255 OLIVER STREET, IN TOP OF A BOULDER, 56.3 M (184.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING AT 255 OLIVER STREET, 13.6 M (44.6 FT) NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK, 4.7 M (15.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE THE BASE OF THE SANTA ROSALIA MONUMENT, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF THE SIDEWALK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (CJM) FOUND BY GEOCACHER USING RETAIL-QUALITY HAND-HELD GARMIN E-TREX VISTA. BENCHMARK IN GOOD CONDITION. GU3224941 3450 L TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3224941 3450 L TIDALGeocacheGeocache941 3450 L TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 L TIDAL</h1> <b> PID </b> GU3224 <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 27. (N) 121 53 40. (W) SCALED <br> <b> NAVD 88 </b> 6.166 (meters) 20.23 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.35 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 6.161 (meters) 20.21 (feet) COMP <br> <b> MODELED GRAV</b> 979,889.1 (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>This Tidal Bench Mark is designated as VM 961 by the Center for Operational Oceanographic Products and Services. <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> 645,290. </td><td> 1,741,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 5.335 (m) 17.50 (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: 10SEF988519(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN DRILL HOLE IN A BOULDER <br>STAMPING: 3450 L 1976 <br>MARK LOGO: NOS <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>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 IN MONTEREY. AT MONTEREY HARBOR, AT THE NORTHWESTERN PART, SET IN THE MOST PROINENT OUTCROP AND DOMINATED BY A SOLITARY TREE, 39 FEET EAST OF EAST RAIL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.7 KM (0.45 MI) WESTERLY ALONG LIGHTHOUSE AVENUE FROM THE JUNCTION OF WASHINGTON STREET IN MONTEREY, NEAR THE CENTER OF A 4 BY 5 FOOT BOULDER, 45.2 M (148.3 FT) EAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 24.6 M (80.7 FT) SOUTHEAST OF THE NORTH END OF A HANDRAIL, 14.8 M (48.6 FT) WEST OF THE EAST END OF A FINGER OF LAND LEADING TO THE OCEAN, 11.2 M (36.7 FT) EAST OF A HAND RAIL, AND 2.6 M (8.5 FT) BELOW THE LEVEL OF THE AVENUE. GU4116941 3450 M TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU4116941 3450 M TIDALGeocacheGeocache941 3450 M TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> FBN </b> This is a Federal Base Network Control Station. <br> <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 M TIDAL</h1> <b> PID </b> GU4116 <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(1998)</b> 36 36 05.24354(N) 121 53 33.76169(W) ADJUSTED <br> <b> NAVD 88 </b> 3.565 (meters) 11.70 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1998.50 <br> <b> X </b> -2,708,465.557 (meters) COMP <br> <b> Y </b> -4,352,565.939 (meters) COMP <br> <b> Z </b> 3,781,960.486 (meters) COMP <br> <b> LAPLACE CORR</b> 5.68 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -30.85 (meters) (04/06/00) GPS OBS <br> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.562 (meters) 11.69 (feet) COMP <br> <b> MODELED GRAV</b> 979,893.8 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> A <br> <b> VERT ORDER </b> FIRST CLASS II <br> <b> ELLP ORDER </b> THIRD CLASS I <br> <p>ITRF positions are available for this station. The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in April 2000. This is a SPECIAL STATUS position. See SPECIAL STATUS under the DATUM ITEM on the data sheet items page. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 962 by the Center for Operational Oceanographic Products and Services. <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 644,610.018 1</td><td>741,231.736</td><td> MT </td><td>0.99994085</td><td> -1 ' 43 32.7"</td></tr><tr><td>SPC CA 4 </td><td>2,114,858.03 5</td><td>712,691.12 </td><td> sFT </td><td>0.99994085</td><td> -1 ' 43 32.7"</td></tr><tr><td>SPC CA 3 </td><td> 512,187.529 1</td><td>875,376.989</td><td> MT </td><td>1.00012860</td><td> -0 ' 51 09.6"</td></tr><tr><td>SPC CA 3 </td><td>1,680,401.92 6</td><td>152,799.34 </td><td> sFT </td><td>1.00012860</td><td> -0 ' 51 09.6"</td></tr><tr><td>UTM 10 </td><td>4,051,232.767 </td><td>599,035.780</td><td> MT </td><td>0.99972084</td><td> +0 ' 39 37.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 1.00000484 x 0.99994085 = 0.99994569 <br> <b>SPC CA 3 </b> 1.00000484 x 1.00012860 = 1.00013344 <br> <b>UTM 10 </b> 1.00000484 x 0.99972084 = 0.99972568 <br> <p> <h2>Superseded Survey Control</h2>
<p> ELLIP H (06/22/95) -30.70 (m) GP( ) 1 1 <br>
<b> NAD 83(1986)</b> 36 36 05.23135(N) 121 53 33.74665(W) AD(1984.00) 1 <br> <b> NAD 83(1992)</b> 36 36 05.23427(N) 121 53 33.75263(W) AD(1991.35) B <br> ELLIP H (05/15/92) -30.80 (m) GP(1991.35) 4 2 <br>
NAVD 88 (06/22/95) 3.56 (m) 11.7 (f) LEVELING 3 <br>
NAVD 88 (05/15/92) 3.56 (m) 11.7 (f) LEVELING 3 <br>
NGVD 29 (10/21/93) 2.732 (m) 8.96 (f) ADJUSTED 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: 10SEF9903651233(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CONCRETE HEAD WALL <br>STAMPING: 3450 M 1983 <br>MARK LOGO: NOS <br>PROJECTION: FLUSH <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 - May 19, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>19830101</td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>19881212</td><td>GOOD </td><td>NGS</td></tr><tr><td>19910514</td><td>GOOD </td><td>NGS</td></tr><tr><td>19930512</td><td>GOOD </td><td>CADT</td></tr><tr><td>19950312</td><td>GOOD </td><td>NOS</td></tr><tr><td>19970323</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19980717</td><td>GOOD </td><td>NGS</td></tr><tr><td>20010407</td><td>GOOD </td><td>NGS</td></tr><tr><td>20020220</td><td>GOOD </td><td>CADT</td></tr><tr><td>20030610</td><td>GOOD </td><td>CADT</td></tr><tr><td>20040519</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 IN MONTEREY, AT THE INTERSECTION OF WASHINGTON STREET AND LIGHTHOUSE AVENUE, IN THE SOUTHEAST END OF THE CONCRETE FOOTING FOR A GUARDRAIL, 58.3 M (191.3 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 4.7 M (15.4 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE, 0.15 M (0.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL, AND 0.15 M (0.5 FT) SOUTHEAST OF A POST. <p> <h2>STATION RECOVERY (1991) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 THE STATION IS LOCATED IN MONTEREY AT THE INTERSECTION OF WASHINGTON STREET AND LIGHTHOUSE AVENUE, ABOUT 300 FT (91.4 M) SOUTHEASTERLY OF A TUNNEL ENTRANCE. THE STATION IS A NOS TIDAL STATION DISK SET IN THE SOUTHEAST END OF THE CONCRETE FOOTING FOR A GUARDRAIL ON THE SOUTHWESTERLY EDGE OF THE PARKING LOT, ABOUT 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE. LOCATED 58.3 M (191.3 FT) NORTH OF THE EXTENDED CENTERLINE OF WASHINGTON STREET, 4.7 M (15.4 FT) NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES OF LIGHTHOUSE AVENUE, 0.15 M (0.49 FT) NORTHWEST OF THE SOUTHEAST END OF THE GUARDRAIL AND 0.15 M (0.49 FT) SOUTHEAST OF A POST. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 THE STATION WAS RECOVERED. A NEW TO REACH FOLLOWS. $ TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 68 (EAST) IN THE CITY OF MONTEREY, GO SOUTHWEST ON STATE HIGHWAY 1 FOR 0.4 MI (0.6 KM) TO THE OFFRAMP FOR MONTEREY (CAMINO AGUAJITO/FREMONT STREET). TAKE THE OFFRAMP TO THE TRAFFIC SIGNAL AT CAMINO AGUAJITO. TURN RIGHT AND GO NORTHWEST ON CAMINO AGUAJITO ROAD FOR 0.4 MI (0.6 KM) TO THE T-INTERSECTION WITH DEL MONTE AVENUE. TURN LEFT AND GO WEST ON DEL MONTE AVENUE FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH WASHINGTON STREET ON THE LEFT (SOUTH) AND LIGHTHOUSE ROAD TO THE NORTHWEST. TURN RIGHT AND GO NORTHWEST ALONG LIGHTHOUSE ROAD FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT ON THE SOUTHWEST EDGE OF A PARKING LOT, ABOUT 300 FT (91.4 M) SOUTHEAST OF THE ENTRANCE TO THE LIGHTHOUSE ROAD TUNNEL. <p> <h2>STATION RECOVERY (1995) </h2> <p>RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF) RECOVERED AS DESCRIBED. A 2-INCH BY 5 FT (1.5 M) IRON PIPE MUST BE REMOVED FROM AN IRON FENCE FOR OBSERVATIONS. A SMALL CEDAR TREE ON THE N SIDE OF THE STATION WILL PREVENT OBSERVATIONS IN THE FUTURE. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1998) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) THE STATION IS LOCATED IN MONTEREY, ABOUT 60 M (196.8 FT) NORTHWEST OF THE INTERSECTION OF DEL MONTE AVE, WASHINGTON AVE AND THE ENTRANCE TO THE MUNICIPAL PARKING LOT FOR FISHERMANS WHARF, AT THE SOUTHEAST END OF THE NORTHEAST METAL FENCE FOR THE ENTRANCE TO THE LIGHTHOUSE AVE TUNNEL. OWNERSHIP--CITY OF MONTEREY. TO REACH THE STATION FROM THE SOUTHBOUND OVERPASS BRIDGE OF STATE HIGHWAY 1 OVER DEL MONTE AVE IN MONTEREY, GO SOUTHWEST FOR 1.85 MI (2.98 KM) ON DEL MONTE AVE TO WASHINGTON AVE ON LEFT AND THE ENTRANCE TO THE MUNICIPAL PARKING LOT ON RIGHT. TURN RIGHT, NORTHEAST, FOLLOWING PARKING LOT ENTRANCE ROAD TO A GATE WITH TICKET DISPENSER ON LEFT. TURN LEFT, NORTHWEST FOR 130 FEET (39.6 M) TO THE STATION ON LEFT, DIRECTLY ACROSS THE BIKE PATH AND LANDSCAPED AREA. THE STATION IS SET IN A DRILL HOLE AT THE SOUTHEAST END OF THE CONCRETE FOOTING FOR THE NORTHEAST METAL FENCE FOR THE ENTRANCE TO THE TUNNEL. LOCATED 23.0 FT (7.0 M) WEST FROM THE NORTHWEST CORNER OF A METAL GRATE AROUND A SWEET GUM TREE (THIRD GRATE NORTHWEST OF GATE ENTRANCE), 14.3 FT (4.4 M) SOUTHEAST FROM A SIGN (NO STOPPING IN TUNNEL), 3.0 FT (0.9 M) NORTHEAST OF THE NORTHEAST CURB OF LIGHTHOUSE AVE, 0.3 FT (9.1 CM) SOUTHEAST OF THE SOUTHEAST CONCRETE END POST SUPPORTING THE METAL FENCE AND ABOUT 2 FT (0.6 M) ABOVE LIGHTHOUSE AVENUE. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL) STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. <p> <p> <h2>STATION RECOVERY (2002) </h2> <p>RECOVERY NOTE BY CALTRANS 2002 (TJR) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY CALTRANS 2003 (JW) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (RF) RECOVERED IN GOOD CONDITION. GU4117941 3450 N TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU4117941 3450 N TIDALGeocacheGeocache941 3450 N TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 N TIDAL</h1> <b> PID </b> GU4117 <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 07. (N) 121 53 23. (W) SCALED <br> <b> NAVD 88 </b> 4.559 (meters) 14.96 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.33 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.556 (meters) 14.95 (feet) COMP <br> <b> MODELED GRAV</b> 979,893.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 963 by the Center for Operational Oceanographic Products and Services. <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> 644,660. </td><td> 1,741,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 3.726 (m) 12.22 (f) ADJUSTED 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: 10SEF993512(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: 3450 N 1985 <br>MARK LOGO: NOS <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 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>1985 </td><td>MONUMENTED </td><td>NOS</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 1989 0.2 KM (0.10 MI) NORTHERLY ALONG FIGUEROA STREET FROM THE JUNCTION OF DEL MONTE AVENUE IN MONTEREY, AT THE SOUTH END OF FISHERMANS WHARF NUMBER 2, IN THE WEST RETAINING WALL OF THE STREET, 26.0 M (85.3 FT) NORTH OF A TELEPHONE BOOTH, 5.5 M (18.0 FT) WEST OF THE CENTER OF THE STREET, 3.0 M (9.8 FT) SOUTH OF A SECURITY LIGHT POLE, 1.7 M (5.6 FT) WEST OF THE CENTER OF A MANHOLE COVER, 1.0 M (3.3 FT) SOUTH OF PARKING METER NUMBER 569, 0.9 M (3.0 FT) NORTH OF THE NORTH EDGE OF THE STEPS LEADING TO THE ROUGE RESTAURANT, AND LEVEL WITH THE STREET. GU2090941 3450 TIDAL 2http://www.geocaching.com/mark/details.asp?PID=GU2090941 3450 TIDAL 2GeocacheGeocache941 3450 TIDAL 2CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 TIDAL 2</h1> <b> PID </b> GU2090 <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 13. (N) 121 53 35. (W) SCALED <br> <b> NAVD 88 </b> 4.679 (meters) 15.35 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.676 (meters) 15.34 (feet) COMP <br> <b> MODELED GRAV</b> 979,892.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 956 by the Center for Operational Oceanographic Products and Services. <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> 644,850. </td><td> 1,741,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 3.846 (m) 12.62 (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: 10SEF990514(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: IN A DRILL HOLE IN BEDROCK <br>STAMPING: 2 1924 <br>MARK LOGO: CGS <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1924 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040526</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 AT MONTEREY. AT MONTEREY, AT THE OLD FISHERMANS WHARF, 48 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE OLD CUSTOMHOUSE, SET IN THE TOP OF A ROCK OUTCROP PROJECTING ABOUT 6 FEET ABOVE THE BEACH, 5.7 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE WHARF, AND ABOUT 1-1/2 FEET LOWER THAN THE WHARF. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN MONTEREY, AT BALESTERIS WHARF FRONT STORE AT THE SOUTH END OF FISHERMANS WHARF (BUILDING NUMBER 6), IN THE WESTERN 1/3 OF A LARGE AREA OF OUTCROPPING BEDROCK, 14.2 M (46.6 FT) NORTHEAST OF THE SOUTHWEST END OF A HAND RAIL, 6.4 M (21.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 6.2 M (20.3 FT) EAST OF THE CENTER OF THE WHARF, 5.9 M (19.4 FT) WEST OF THE EAST EDGE OF THE OUTCROP, AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE WHARF. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (CJM) FOUND BY GEOCACHER USING RETAIL-QUALITY, HAND-HELD GARMIN E-TREX VISTA. BENCHMARK IN GOOD CONDITION. GU3229941 3450 TIDAL 3http://www.geocaching.com/mark/details.asp?PID=GU3229941 3450 TIDAL 3GeocacheGeocache941 3450 TIDAL 3NOSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 TIDAL 3</h1> <b> PID </b> GU3229 <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 06. (N) 121 53 23. (W) SCALED <br> <b> NAVD 88 </b> 3.724 (meters) 12.22 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.33 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.721 (meters) 12.21 (feet) COMP <br> <b> MODELED GRAV</b> 979,893.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 958 by the Center for Operational Oceanographic Products and Services. <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> 644,630. </td><td> 1,741,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 2.891 (m) 9.48 (f) ADJUSTED 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: 10SEF993512(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: 3 1933 <br>MARK LOGO: CGS <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>1933 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>19890106</td><td>GOOD </td><td>NGS</td></tr><tr><td>19970327</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION AS FOLLOWS. IN MONTEREY, AT 256 FIGUEROA STREET, NEAR THE SOUTH END OF FISHERMANS WHARF NUMBER 2, 47.3 M (155.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE PENINSULA BOAT SALES OFFICE AT 256 FIGUEROA STREET, 10.2 M (33.5 FT) SOUTH OF A FIRE HYDRANT, 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF THE STREET, 2.0 M (6.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST ALONG THE SOUTH SIDE OF A PARKING LOT, AND 0.1 M (0.3 FT) BELOW THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DISK IS THROUGH A 9-INCH MANHOLE COVER INSCRIBED MONUMENT. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 RECOVERED IN GOOD CONDITION. GU3216941 3450 TIDAL 4http://www.geocaching.com/mark/details.asp?PID=GU3216941 3450 TIDAL 4GeocacheGeocache941 3450 TIDAL 4NOSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>941 3450 TIDAL 4</h1> <b> PID </b> GU3216 <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 05. (N) 121 53 31. (W) SCALED <br> <b> NAVD 88 </b> 3.55 (+/-2cm) 11.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.33 (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> 644,600. </td><td> 1,741,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 2.720 (m) 8.92 (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: 10SEF991512(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: NO. 4 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>NOS</td></tr><tr><td>1977 </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 1977 IN MONTEREY. 9.8 FEET WEST OF THE NORTHWEST CORNER OF THE OLD SOUTHERN PACIFIC COMPANY RAILROAD PASSENGER DEPOT,AND 47.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. GU3217941 3450 TIDAL 5http://www.geocaching.com/mark/details.asp?PID=GU3217941 3450 TIDAL 5GeocacheGeocache941 3450 TIDAL 5NOSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>941 3450 TIDAL 5</h1> <b> PID </b> GU3217 <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 09. (N) 121 53 35. (W) SCALED <br> <b> NAVD 88 </b> 4.16 (+/-2cm) 13.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 644,730. </td><td> 1,741,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 3.328 (m) 10.92 (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: 10SEF990513(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: OVERPASS <br>STAMPING: NO. 5 1973 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 IN MONTEREY. 0.05 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE OLD STATION, SET IN THE SOUTHEAST CORNER OF A CONCRETE DECK OF A OVERPASS CROSSING LIGHTHOUSE AVENUE, 100 FEET WEST OF WEST RAIL, 0.7 FOOT NORTH OF CORNER POST OF EAST END GUARDRAIL. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. GU3220941 3450 TIDAL 6http://www.geocaching.com/mark/details.asp?PID=GU3220941 3450 TIDAL 6GeocacheGeocache941 3450 TIDAL 6NOSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 TIDAL 6</h1> <b> PID </b> GU3220 <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 01. (N) 121 53 25. (W) SCALED <br> <b> NAVD 88 </b> 3.287 (meters) 10.78 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.33 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.285 (meters) 10.78 (feet) COMP <br> <b> MODELED GRAV</b> 979,891.7 (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>This Tidal Bench Mark is designated as VM 964 by the Center for Operational Oceanographic Products and Services. <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> 644,470. </td><td> 1,741,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 2.454 (m) 8.05 (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: 10SEF992511(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: BM 6 <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>1973 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr><tr><td>19970327</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 IN MONTEREY. 0.1 MILE WEST FROM THE OLD SOUTHERN PACIFIC COMPANY RAILROAD PASSENGER DEPOT IN MONTEREY, THENCE 1 BLOCK SOUTH TO THE SOUTHWEST CORNER OF INTERSECTION OF FIGUEXOA STREET AND DEL MONTE AVENUE AND IS 1 FOOT BELOW SIDEWALK, 32.8 FEET WEST OF CENTER LINE OF FIGUEROA STREET, 27.5 FEET SOUTH OF THE CENTER LINE OF DEL MONTE AVENUE, 16.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE SPAINISH STYLE BUILDING. ACCESS IS THROUGH A CASTING IN SIDEWALK WITH COVERPLATE MARKED MON AND AJAX FOUNDRY CO SF CALIF. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN MONTEREY, AT THE INTERSECTION OF FIGUEROA STREET AND DEL MONTE AVENUE, 10.2 M (33.5 FT) WEST OF THE CENTERLINE OF THE STREET, 7.9 M (25.9 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANES OF THE AVENUE, 2.4 M (7.9 FT) NORTHWEST OF A UTILITY POLE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE, AND IS A BRASS PIN IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT) UNDER A 9-INCH MANHOLE COVER INSCRIBED AJAX FOUNDRY CO SF CALIF., AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE WHARF. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 RECOVERED IN GOOD CONDITION. GU3221941 3450 TIDAL 7http://www.geocaching.com/mark/details.asp?PID=GU3221941 3450 TIDAL 7GeocacheGeocache941 3450 TIDAL 7NOSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 TIDAL 7</h1> <b> PID </b> GU3221 <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 35 52. (N) 121 53 28. (W) SCALED <br> <b> NAVD 88 </b> 5.125 (meters) 16.81 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.33 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 5.122 (meters) 16.80 (feet) COMP <br> <b> MODELED GRAV</b> 979,886.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 965 by the Center for Operational Oceanographic Products and Services. <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> 644,200. </td><td> 1,741,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 4.292 (m) 14.08 (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: 10SEF991508(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <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>1973 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr><tr><td>19970327</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 IN MONTEREY. 0.1 MILE WEST FROM THE OLD SOUTHERN PACIFIC COMPANY RAILROAD PASSENGER DEPOT, THENCE 3 BLOCKS SOUTH TO THE SOUTHWEST CORNER OF INTERSECTION OF FIGUEROA STREET AND PEARL STREET, 33.2 FEET WEST OF CENTER LINE OF FIGUEROA STREET, 21.8 FEET SOUTH OF CENTER LINE OF PEARL STREET, 14.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF PG AND E OFFICE BUILDING, WHICH ACCESS IS MADE THROUGH A CASTING IN SIDEWALK WITH COVERPLATE MARKED AJAX FOUNDRY CO SF. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN MONTEREY, AT THE INTERSECTION OF FIGUEROA STREET AND PEARL STREET, 10.5 M (34.4 FT) WEST OF THE CENTERLINE OF FIGUEROA STREET, 6.6 M (21.7 FT) SOUTH OF THE CENTERLINE OF PEARL STREET, 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE STREETS, AND IS A BRASS PIN IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 0.3 M (1.0 FT) UNDER A 9-INCH MANHOLE COVER PRECAST AJAX FOUNDRY CO SF CALIF., AND 1.7 M (5.6 FT) BELOW THE LEVEL OF THE WHARF. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 RECOVERED IN GOOD CONDITION. GU3222941 3450 TIDAL 8http://www.geocaching.com/mark/details.asp?PID=GU3222941 3450 TIDAL 8GeocacheGeocache941 3450 TIDAL 8NOSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>941 3450 TIDAL 8</h1> <b> PID </b> GU3222 <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 35 50. (N) 121 53 27. (W) SCALED <br> <b> NAVD 88 </b> 7.492 (meters) 24.58 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.486 (meters) 24.56 (feet) COMP <br> <b> MODELED GRAV</b> 979,885.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 644,140. </td><td> 1,741,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 6.657 (m) 21.84 (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: 10SEF992507(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <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>1973 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 IN MONTEREY. 0.1 MILE WEST FROM THE OLD SOUTHERN PACIFIC COMPANY RAILROAD PASSENGER DEPOT IN MONTEREY, THENCE 4 BLOCKS SOUTH TO THE NORTHWEST CORNER OF INTERSECTION OF FIGUEROA STREET AND WEBSTER STREET, 33.4 FEET WEST OF THE CENTER LINE OF FIGUEROA STREET, 29 FEET NORTH OF CENTER LINE OF WEBSTER STREET, 14.7 FEET SOUTHEAST OF CORNER OF A SPAINISH STYLE STUCCO HOUSE AND IS A BRONZE PIN IN A CONCRETE POST BELOW SIDEWALK. ACCESS IS MADE THROUGH A CASTING IN SIDEWALK WITH COVERPLATE MARKED, MON AND AJAX FOUNDRY CO SF CALIF. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. GU3219941 3450 TIDAL 9http://www.geocaching.com/mark/details.asp?PID=GU3219941 3450 TIDAL 9GeocacheGeocache941 3450 TIDAL 9NOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3450 TIDAL 9</h1> <b> PID </b> GU3219 <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 23. (N) 121 53 38. (W) SCALED <br> <b> NAVD 88 </b> 7.670 (meters) 25.16 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.664 (meters) 25.14 (feet) COMP <br> <b> MODELED GRAV</b> 979,890.1 (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>This Tidal Bench Mark is designated as VM 959 by the Center for Operational Oceanographic Products and Services. <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> 645,160. </td><td> 1,741,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 6.838 (m) 22.43 (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: 10SEF989517(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: 3450 BM 9 1974 <br>MARK LOGO: NOS <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>1974 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 IN MONTEREY. SET IN TOP CENTER OF A RETAINING WALL NEAR THE SOUTHERN PACIFIC RAILROAD TRACKS, 0.1 MILE NORTHWEST ALONG THE TRACKS FROM THE CENTER LINE OF ALVARADO STREET, 120 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE DECK OF OVERPASS CROSSING LIGHTHOUSE AVENUE, 18 FEET NORTHEAST OF LIGHTPOLE NUMBER 113, 15.5 FEET NORTH OF THE SOUTH END OF A RETAINING WALL, 7.8 FEET WEST OF THE WEST RAIL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.1 KM (0.05 MI) NORTH ALONG PACIFIC STREET FROM THE JUNCTION OF SCOTT STREET IN MONTEREY, THENCE 0.1 KM (0.05 MI) NORTH ALONG PACIFIC STREET RAMP, IN THE SOUTH END OF A RETAINING WALL, 16.4 M (53.8 FT) SOUTHWEST OF THE NORTHEAST END OF A DRAIN PIPE, 11.4 M (37.4 FT) NORTHEAST OF THE CENTER OF THE RAMP, 5.4 M (17.7 FT) NORTHEAST OF UTILITY POLE NUMBER 420E, 4.7 M (15.4 FT) NORTH OF THE SOUTH END OF THE RETAINIG WALL, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF A SIDEWALK. GU3204941 3631 A TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3204941 3631 A TIDALGeocacheGeocache941 3631 A TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3631 A TIDAL</h1> <b> PID </b> GU3204 <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 48 51. (N) 121 44 42. (W) SCALED <br> <b> NAVD 88 </b> 1.844 (meters) 6.05 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.60 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1.840 (meters) 6.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,867.9 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 8076 by the Center for Operational Oceanographic Products and Services. <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> 667,820. </td><td> 1,755,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 1.868 (m) 6.13 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 1.006 (m) 3.30 (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: 10SFF119749(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3631 A 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS 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>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 3.4 MI NORTH FROM CASTROVILLE. 3.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION IN CASTROVILLE, 12 FEET EAST OF THE EAST RAIL. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 5.3 KM (3.30 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN CASTROVILLE, 44.2 M (145.0 FT) NORTH OF THE NORTHWEST CORNER OF A BRIDGE, 4.7 M (15.4 FT) WEST OF THE NEAR RAIL, 0.6 M (2.0 FT)BELOW THE LEVEL OF THE TRACKS, AND NORTH OF A WITNESS POST. NOTE--THE DISK IS SURROUNDED BY A 4-INCH PVC PIPE. GU3203941 3631 B TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3203941 3631 B TIDALGeocacheGeocache941 3631 B TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3631 B TIDAL</h1> <b> PID </b> GU3203 <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 48 53. (N) 121 44 39. (W) SCALED <br> <b> NAVD 88 </b> 1.888 (meters) 6.19 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.60 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1.890 (meters) 6.20 (feet) COMP <br> <b> MODELED GRAV</b> 979,868.1 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 8077 by the Center for Operational Oceanographic Products and Services. <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> 667,880. </td><td> 1,755,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 1.913 (m) 6.28 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 1.050 (m) 3.44 (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: 10SFF120750(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3631 B 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 3.3 MI NORTH FROM CASTROVILLE. 3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION IN CASTROVILLE, 12 FEET WEST OF THE WEST RAIL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. ADD--0.3 M (1.0 FT) NORTH OF A WITNESS POST. GU3199941 3651 B TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3199941 3651 B TIDALGeocacheGeocache941 3651 B TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3651 B TIDAL</h1> <b> PID </b> GU3199 <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 32. (N) 121 44 48. (W) SCALED <br> <b> NAVD 88 </b> 2.121 (meters) 6.96 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 2.120 (meters) 6.96 (feet) COMP <br> <b> MODELED GRAV</b> 979,874.7 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 11895 by the Center for Operational Oceanographic Products and Services. <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> 670,930. </td><td> 1,755,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 2.157 (m) 7.08 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 1.288 (m) 4.23 (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: 10SFF117781(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3651 B 1977 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1977 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 4.0 MI SOUTH FROM WATSONVILLE JUNCTION. 4.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE, 39 FEET WEST OF THE WEST RAIL 24 FEET EAST OF THE CENTER OF A GATE, AND 1 FOOT SOUTH OF A FENCE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--1.0 FOOT SOUTH OF A FENCE, AND 24.0 FT EAST OF THE CENTER OF A GATE. ADD--7.3 M (24.0 FT) NORTH OF THE CENTER OF A TRACK ROAD. CHANGE--39.0 FEET WEST OF THE WEST RAIL, TO 11.9 M (39.0 FT) SOUTH OF THE NEAR RAIL. GU3200941 3651 C TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3200941 3651 C TIDALGeocacheGeocache941 3651 C TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3651 C TIDAL</h1> <b> PID </b> GU3200 <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 31. (N) 121 44 45. (W) SCALED <br> <b> NAVD 88 </b> 2.200 (meters) 7.22 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 2.200 (meters) 7.22 (feet) COMP <br> <b> MODELED GRAV</b> 979,874.8 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 11896 by the Center for Operational Oceanographic Products and Services. <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> 670,900. </td><td> 1,755,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 2.236 (m) 7.34 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 1.366 (m) 4.48 (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: 10SFF118780(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3651 C 1977 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1977 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 4.1 MI SOUTH FROM WATSONVILLE JUNCTION. 4.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, 71 FEET WEST OF THE WEST RAIL, 21 FEET WEST OF THE CENTER OF A DIRT ROAD, AND 2 FEET EAST OF A WOODEN WITNESS POST. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. CHANGE--THE DIRECTION TO THE RAIL AND CENTER OF THE DIRT ROAD FROM WEST TO SOUTH. GU3198941 3663 A TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3198941 3663 A TIDALGeocacheGeocache941 3663 A TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3663 A TIDAL</h1> <b> PID </b> GU3198 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 29. (N) 121 45 20. (W) SCALED <br> <b> NAVD 88 </b> 2.491 (meters) 8.17 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 2.490 (meters) 8.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,877.4 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 8081 by the Center for Operational Oceanographic Products and Services. <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> 672,710. </td><td> 1,754,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 2.536 (m) 8.32 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 1.660 (m) 5.45 (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: 10SFF109798(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3663 A 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</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 1977 2.75 MI SOUTH FROM WATSONVILLE JUNCTION. 2.75 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, 64 FEET NORTH OF THE NORTHWEST END OF A BRIDGE, 19 FEET WEST OF THE WEST RAIL, AND NEAR THE END OF A TRACK ROAD ON THE WEST SIDE OF THE RAILROAD TRACKS. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU3197941 3663 B TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3197941 3663 B TIDALGeocacheGeocache941 3663 B TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3663 B TIDAL</h1> <b> PID </b> GU3197 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 33. (N) 121 45 19. (W) SCALED <br> <b> NAVD 88 </b> 3.120 (meters) 10.24 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.120 (meters) 10.24 (feet) COMP <br> <b> MODELED GRAV</b> 979,877.8 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 8082 by the Center for Operational Oceanographic Products and Services. <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> 672,830. </td><td> 1,754,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 3.166 (m) 10.39 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 2.290 (m) 7.51 (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: 10SFF109799(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3663 B 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</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 1977 2.7 MI SOUTH FROM WATSONVILLE JUNCTION. 2.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, 81 FEET SOUTH OF A RAILROAD SIGNAL LIGHT ON THE WEST SIDE OF THE TRACKS, AND 23.4 FEET WEST OF THE WEST RAIL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU3196941 3663 C TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3196941 3663 C TIDALGeocacheGeocache941 3663 C TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3663 C TIDAL</h1> <b> PID </b> GU3196 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 37. (N) 121 45 18. (W) SCALED <br> <b> NAVD 88 </b> 4.135 (meters) 13.57 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.130 (meters) 13.55 (feet) COMP <br> <b> MODELED GRAV</b> 979,878.2 (mgal) NAVD 88 <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>This Tidal Bench Mark is designated as VM 8083 by the Center for Operational Oceanographic Products and Services. <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> 672,960. </td><td> 1,754,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 4.181 (m) 13.72 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 3.305 (m) 10.84 (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: 10SFF109800(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3663 C 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</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 1977 2.65 MI SOUTH FROM WATSONVILLE JUNCTION. 2.65 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, 37 FEET WEST OF THE WEST RAIL, 24 FEET NORTH OF A TELEPHONE POLE, AND 9.5 FEET EAST OF A FENCE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU3195941 3663 D TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3195941 3663 D TIDALGeocacheGeocache941 3663 D TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3663 D TIDAL</h1> <b> PID </b> GU3195 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 40. (N) 121 45 15. (W) SCALED <br> <b> NAVD 88 </b> 4.759 (meters) 15.61 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.760 (meters) 15.62 (feet) COMP <br> <b> MODELED GRAV</b> 979,878.7 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,881.3 (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>This Tidal Bench Mark is designated as VM 8084 by the Center for Operational Oceanographic Products and Services. <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> 673,050. </td><td> 1,754,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 4.805 (m) 15.76 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 3.929 (m) 12.89 (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: 10SFF110801(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3663 D 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 2.6 MI SOUTH FROM WATSONVILLE JUNCTION. 2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE CROSSING OF SALINAS ROAD AT WATSONVILLE JUNCTION, MONTEREY COUNTY, AT THE POINT WHERE THE RAILROAD AND HUDSON LANDING ROAD SEPERATE, 22.6 FEET WEST OF THE WEST RAIL, 7 FEET WEST OF THE CENTER OF THE TRAIL ROAD, WHICH PARELLELS THE TRACKS, AND 2 FEET EAST OF A TELEPHONE POLE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--0.3 M (1.0 FT) NORTH OF A WITNESS POST. GU3194941 3663 E TIDALhttp://www.geocaching.com/mark/details.asp?PID=GU3194941 3663 E TIDALGeocacheGeocache941 3663 E TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 3663 E TIDAL</h1> <b> PID </b> GU3194 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 41. (N) 121 45 13. (W) SCALED <br> <b> NAVD 88 </b> 7.591 (meters) 24.90 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.590 (meters) 24.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,878.9 (mgal) NAVD 88 <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. <p>This Tidal Bench Mark is designated as VM 8085 by the Center for Operational Oceanographic Products and Services. <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> 673,080. </td><td> 1,754,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 7.638 (m) 25.06 (f) UNKNOWN 1 1 <br>
NGVD 29 (10/21/93) 6.762 (m) 22.18 (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: 10SFF111802(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 3663 E 1976 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <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>1976 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </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 1977 2.5 MI SOUTH FROM WATSONVILLE JUNCTION. 2.5 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM WATSONVILLE JUNCTION, MONTEREY COUNTY, 25 FEET WEST OF THE WEST RAIL, 12 FEET WEST OF THE HUDSON LANDING ROAD, AND 5 FEET SOUTH OF A TELEPHONE POLE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--15.0 M (49.2 FT) SOUTH OF THE EXTENDED CENTER OF WAUGH ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. GU2371943 USGShttp://www.geocaching.com/mark/details.asp?PID=GU2371943 USGSGeocacheGeocache943 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>943 USGS</h1> <b> PID </b> GU2371 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> LONOAK (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 18 03. (N) 120 55 44. (W) SCALED <br> <b> NAVD 88 </b> 289.69 (+/-2cm) 950.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (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> 609,100. </td><td> 1,826,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 288.681 (m) 947.11 (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: 10SFF859193(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: POLE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 1.5 MI N FROM LONOAK. 1.5 MILES NORTH ALONG STATE HIGHWAY 25 FROM LONOAK, MONTEREY COUNTY, ABOUT 500 FEET WEST OF THE HOPKINS HOUSE IN 1935, ABOUT 400 FEET WEST OF THE CROSSING OVER A CREEK, ABOUT 300 FEET SOUTH OF A COUNTY-LINE MARKER, AND AT THE BASE OF POLE 943. A ONE-HALF INCH BOLT WITH AN UNSTAMPED ALUMINUM TAG. FV0950979 USGShttp://www.geocaching.com/mark/details.asp?PID=FV0950979 USGSGeocacheGeocache979 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>979 USGS</h1> <b> PID </b> FV0950 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> JOLON (1949) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 23. (N) 121 10 31. (W) SCALED <br> <b> NAVD 88 </b> 299.06 (+/-2cm) 981.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.75 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 573,210. </td><td> 1,803,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 298.16 (m) 978.2 (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: 10SFE645824(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: 979 1917 <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>1961 </td><td>GOOD </td><td>NGS</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 1961 0.4 MI N FROM JOLON. 0.35 MILE NORTH ALONG THE ROAD TO KING CITY FROM THE POST OFFICE IN JOLON, MONTEREY COUNTY, CALIFORNIA, 61.0 FEET WEST OF THE CENTERLINE OF JOLON-KING CITY ROAD, AND 108.0 FEET SOUTH OF THE SOUTHEAST CORNER OF OLD ABODE BUILDING. A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 979 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 RECOVERED IN GOOD CONDITION. FV0235A 1190http://www.geocaching.com/mark/details.asp?PID=FV0235A 1190GeocacheGeocacheA 1190CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1190</h1> <b> PID </b> FV0235 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> WUNPOST (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 55 09. (N) 120 51 00. (W) SCALED <br> <b> NAVD 88 </b> 150.51 (+/-2cm) 493.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.88 (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> 566,610. </td><td> 1,833,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 149.578 (m) 490.74 (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: 10SFE939771(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1190 1968 <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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 5.3 MI NW FROM BRADLEY. 5.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SIDING SIGN AT BRADLEY, IN R10E T23S, SECTION 23, AT THE CROSSING OF A POWER LINE, IN THE TOP AND 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 190.60, 25.9 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN THE TRACK. GU2537A 1191http://www.geocaching.com/mark/details.asp?PID=GU2537A 1191GeocacheGeocacheA 1191CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1191</h1> <b> PID </b> GU2537 <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 06. (N) 121 18 47. (W) SCALED <br> <b> NAVD 88 </b> 63.600 (meters) 208.66 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 63.548 (meters) 208.49 (feet) COMP <br> <b> MODELED GRAV</b> 979,807.7 (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> 622,890. </td><td> 1,792,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 62.673 (m) 205.62 (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: 10SFF512316(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 1191 1968 <br>MARK LOGO: CGS <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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 1.1 MI SE FROM SOLEDAD. 1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SOLEDAD, IN THE TOP AND 1.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 144.75, 15.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1/2 FOOT 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. 4.1 KM (2.55 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF FRONT STREET IN SOLEDAD. GU2207A 1192http://www.geocaching.com/mark/details.asp?PID=GU2207A 1192GeocacheGeocacheA 1192CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1192</h1> <b> PID </b> GU2207 <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 36 03. (N) 121 33 03. (W) SCALED <br> <b> NAVD 88 </b> 27.994 (meters) 91.84 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.41 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 27.971 (meters) 91.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,802.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 643,670. </td><td> 1,771,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.105 (m) 88.93 (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: 10SFF296515(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 1192 1968 <br>MARK LOGO: CGS <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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 7.8 MI SE FROM SALINAS. 7.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SALINAS, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 126.07, 10.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 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. FV1138A 1316http://www.geocaching.com/mark/details.asp?PID=FV1138A 1316GeocacheGeocacheA 1316NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1316</h1> <b> PID </b> FV1138 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> VILLA CREEK (1949) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 13. (N) 121 26 19. (W) SCALED <br> <b> NAVD 88 </b> 87.612 (meters) 287.44 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 87.538 (meters) 287.20 (feet) COMP <br> <b> MODELED GRAV</b> 979,782.7 (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> 562,380. </td><td> 1,779,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 86.758 (m) 284.64 (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: 10SFE409706(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: A 1316 1977 <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>1977 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 25.6 MI NW FROM SAN SIMEON. 25.6 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE HEARST CASTLE PARKING FACILITY ENTRANCE AT SAN SIMEON, 44 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 18 FEET NORTH OF A WIRE FENCE. GU3257A 1317http://www.geocaching.com/mark/details.asp?PID=GU3257A 1317GeocacheGeocacheA 1317NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1317</h1> <b> PID </b> GU3257 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PARTINGTON RIDGE (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 10 15. (N) 121 41 11. (W) SCALED <br> <b> NAVD 88 </b> 138.603 (meters) 454.73 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 138.492 (meters) 454.37 (feet) COMP <br> <b> MODELED GRAV</b> 979,830.3 (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> 596,310. </td><td> 1,758,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 137.743 (m) 451.91 (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: 10SFF181036(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: A 1317 1977 <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>1977 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 9.2 MI SE FROM BIG SUR. ABOUT 9.2 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 1 FROM THE STATE HIGHWAY MAINTENANCE STATION ENTRANCE AT BIG SUR. SET IN OUTCROP JUST NORTH OF A PARKING AREA SURROUNDED BY LARGE BOULDERS, 33 FEET NORTH OF THE CENTER OF THE HIGHWAY, 57 FEET NORTHEAST OF THE CENTER OF TWO 4-INCH PINE TREES AND 48 FEET NORTH OF A LARGE 5X5 FOOT BOULDER. GU3231A 1318http://www.geocaching.com/mark/details.asp?PID=GU3231A 1318GeocacheGeocacheA 1318NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1318</h1> <b> PID </b> GU3231 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SEASIDE (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 32 53. (N) 121 52 16. (W) SCALED <br> <b> NAVD 88 </b> 21.673 (meters) 71.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.18 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 21.656 (meters) 71.05 (feet) COMP <br> <b> MODELED GRAV</b> 979,832.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 638,630. </td><td> 1,742,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (10/21/93) 20.834 (m) 68.35 (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: 10SFF010453(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: A 1318 1977 <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>1977 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 2.2 MI EAST FROM CARMEL BY THE SEA. ABOUT 2.2 MILES EASTERLY ON CARMEL VALLEY ROAD FROM THE JUNCTION WITH STATE HIGHWAY 1 AT CARMEL AND ABOUT 0.05 MILE EAST OF A DRIVE LEADING TO RANCHO SAN CARLOS, 53.0 FEET SOUTH OF CENTER OF STATE HIGHWAY 1, 2.0 FEET WEST OF THE WESTERN MOST OF TWO POWER LINE POLES, ABOUT 150.0 FEET EAST OF A GROUP OF MAIL BOXES, AND DRIVEN TO A SUDDEN REFUSAL. GU4120A 1441http://www.geocaching.com/mark/details.asp?PID=GU4120A 1441GeocacheGeocacheA 1441NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1441</h1> <b> PID </b> GU4120 <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 34 09. (N) 121 31 04. (W) SCALED <br> <b> NAVD 88 </b> 30.990 (meters) 101.67 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.35 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 30.965 (meters) 101.59 (feet) COMP <br> <b> MODELED GRAV</b> 979,821.9 (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> 640,080. </td><td> 1,774,670. </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: 10SFF326481(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: PIER <br>STAMPING: A 1441 1989 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1989 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 IN CHUALAR, AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 101, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 3 COLUMNS OF THE CENTER PIER OF THE STREET OVERPASS OF THE HIGHWAY, 10.8 M (35.4 FT) SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHWEST OF THE CENTER OF THE STREET, AND 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE. GU4102A 1449http://www.geocaching.com/mark/details.asp?PID=GU4102A 1449GeocacheGeocacheA 1449NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1449</h1> <b> PID </b> GU4102 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 14. (N) 121 45 11. (W) SCALED <br> <b> NAVD 88 </b> 0.516 (meters) 1.69 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.73 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 0.520 (meters) 1.71 (feet) COMP <br> <b> MODELED GRAV</b> 979,861.5 (mgal) NAVD 88 <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. <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> 664,850. </td><td> 1,754,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NAVD 88 (06/15/91) 0.529 (m) 1.74 (f) UNKNOWN 1 2 <br>
NGVD 29 (10/21/93) -0.326 (m) -1.07 (f) ADJUSTED 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: 10SFF112719(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: A 1449 1989 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 1989 <br>ROD/PIPE-DEPTH: 23.0 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1989 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 3.1 KM (1.95 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN CASTROVILLE, 9.5 M (31.2 FT) WEST OF THE NEAR RAIL, 5.1 M (16.7 FT) EAST OF A FENCE, 1.9 M (6.2 FT) SOUTH OF A SQUARE UTILITY POLE, 1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. GU2136A 150http://www.geocaching.com/mark/details.asp?PID=GU2136A 150GeocacheGeocacheA 150CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 150</h1> <b> PID </b> GU2136 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> MOSS LANDING (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 38. (N) 121 45 15. (W) SCALED <br> <b> NAVD 88 </b> 5.45 (+/-2cm) 17.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.45 (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> 672,990. </td><td> 1,754,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 4.617 (m) 15.15 (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: 10SFF110801(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 150 1933 <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>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.6 MI S FROM WATSONVILLE JUNCTION. 2.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM WATSONVILLE JUNCTION, MONTEREY COUNTY, 33 FEET NORTHEAST OF AN ABANDONED ROAD CROSSING, 105 FEET NORTHEAST OF A POLE, 65 FEET SOUTHWEST OF ANOTHER POLE (MARKED L/28), 47 FEET NORTH OF A POLE WITH NORTH-AND-SOUTH AND EAST-AND-WEST CROSS ARMS, AND 40 FEET WEST OF THE CENTERLINE OF A PAVED ROAD. A STANDARD DISK, STAMPED A 150 1933 AND SET IN THE TOP OF A CONCRETE POST. THIS BENCH MARK MAY ALSO BE REACHED FROM THE PAJARO RIVER BRIDGE AT WATSONVILLE BY GOING SOUTH 1.8 MILES ON STATE HIGHWAY 1, THENCE 1.0 MILE TO A FORK IN THE ROAD, AND THENCE RIGHT 0.8 MILE ALONG THE CASTROVILLE ROAD. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 NOT RECOVERED, MARK COULD HAVE BEEN DESTROYED BY RAILROAD CONSTRUCTION GU2495A 154http://www.geocaching.com/mark/details.asp?PID=GU2495A 154GeocacheGeocacheA 154CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 154</h1> <b> PID </b> GU2495 <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 18 01. (N) 121 09 35. (W) SCALED <br> <b> NAVD 88 </b> 79.91 (+/-2cm) 262.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.32 (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> 609,470. </td><td> 1,806,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 78.989 (m) 259.15 (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: 10SFF652188(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 154 1933 <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>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 5.1 MI SE FROM METZ. 5.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE METZ, MONTEREY COUNTY, 0.1 MILE NORTH OF BLOCK SIGNAL 157.6, 45 FEET NORTHEAST OF A PRIVATE-ROAD CROSSING, 22 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 101, AND AT A FENCE CORNER. A STANDARD DISK, STAMPED A 154 1933 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. GU2367A 156http://www.geocaching.com/mark/details.asp?PID=GU2367A 156GeocacheGeocacheA 156CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 156</h1> <b> PID </b> GU2367 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> PRIEST VALLEY (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 11 29. (N) 120 44 01. (W) SCALED <br> <b> NAVD 88 </b> 898.89 (+/-2cm) 2949.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.77 (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> 596,620. </td><td> 1,844,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 897.851 (m) 2945.70 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF037075(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: LAVA BOULDER <br>STAMPING: 2946.005 A 156 1933 <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>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 23.3 MI NE FROM SAN LUCAS. 14.3 MILES NORTHEAST ALONG STATE HIGHWAY 198 FROM THE CROSSING OF THE SOUTHERN PACIFIC COMPANY RAILROAD AT SAN LUCAS, THENCE 1.25 MILES NORTHEAST ALONG AN ASPHALT ROAD, THENCE 7.75 MILES NORTHEAST ALONG A GRAVEL ROAD, ON THE OUTSIDE OF A SHARP CURVE, AT A CUT BANK, IN TOP OF AN 8-FOOT LAVA BOULDER WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND, 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 7 FEET HIGHER THAN THE ROAD. GU2319A 23http://www.geocaching.com/mark/details.asp?PID=GU2319A 23GeocacheGeocacheA 23CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 23</h1> <b> PID </b> GU2319 <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 06 44. (N) 120 59 53. (W) SCALED <br> <b> NAVD 88 </b> 124.478 (meters) 408.39 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.51 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 124.372 (meters) 408.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,776.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 588,300. </td><td> 1,820,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 123.567 (m) 405.40 (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: 10SFE801982(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 23 1920 <br>MARK LOGO: CGS <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>1920 </td><td>MONUMENTED </td><td>CGS</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 8.7 MI NW FROM SAN ARDO. 8.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN R19E T21S, SECTION 9, 5 POLES SOUTHEAST OF MILEPOLE 174, IN THE TOP AND 1.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 174.11, 9.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--5 POLES SOUTHEAST OF MILEPOLE 174, TO 3-1/2 POLES. FV2059A 695 RESEThttp://www.geocaching.com/mark/details.asp?PID=FV2059A 695 RESETGeocacheGeocacheA 695 RESETLOCENGNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 695 RESET</h1> <b> PID </b> FV2059 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> CAPE SAN MARTIN (1949) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 56 11. (N) 121 28 11. (W) SCALED <br> <b> NAVD 88 </b> 31.51 (meters) 103.4 (feet) RESET <br> <hr> <b> GEOID HEIGHT</b> -34.22 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was computed from unverified reset data. No vertical observational check was made to the station. <p>The geoid height was determined by GEOID03. <p> <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> 569,780. </td><td> 1,777,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 30.65 (m) 100.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE380779(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: BRIDGE DECK <br>STAMPING: A 695 RESET 1984 <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>1985 </td><td>MONUMENTED </td><td>LOCENG</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 30.9 MILES (49.7 KM) NORTHWEST ALONG STATE HIGHWAY 1 FROM THE BRIDGE OVER ARROYO DEL PUERTO IN SAN SIMEON, 29.6 MILES (47.6 KM) SOUTHEAST OF THE BRIDGE IN BIG SPUR, AT BRIDGE NUMBER 44-64 OVER PREWITT CREEK, STANDARD BRASS CAP IN NORTHEASTERLY CORNER OF NEW BRIDGE OVER PREWITT CREEK, 1 FOOT (0.3 M) INSIDE BARRIER RAIL AND 25 FEET (7.6 M) FROM END NORTHEASTERLY BARRIER RAIL, SET OVER ABUTMENT AND FLUSH WITH DECK OF BRIDGE. GU2791A 696http://www.geocaching.com/mark/details.asp?PID=GU2791A 696GeocacheGeocacheA 696CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 696</h1> <b> PID </b> GU2791 <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 40. (N) 121 47 36. (W) SCALED <br> <b> NAVD 88 </b> 69.45 (+/-2cm) 227.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.05 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 606,600. </td><td> 1,749,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 68.600 (m) 225.07 (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: 10SFF083135(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 696 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><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 0.9 MI NW FROM BIG SUR. 0.9 MILE NORTHWEST ALONG STATE HIGHWAY 1 FROM THE ENTRANCE TO PFEIFFER BIG SUR STATE PARK AT BIG SUR, 90 FEET NORTHWEST OF THE NORTHWEST END OF THE REDWOOD LODGE MAIN BUILDING, 90 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE CENTER OF A 4 X 6-FOOT INSET IN THE WEST SIDE OF A LONG WOODEN BUILDING OF MOTEL ROOMS, 6.5 FEET EAST OF A POWERLINE POLE, 1.0 FOOT EAST OF A WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 SEARCHED FOR NOT RECOVERED, POSSIBLY GRADED OFF AROUND THE REDWOOD LODGE AND NITECLUB WHEN THE PARKING AREA WAS RESURFACED. GU2019A 697http://www.geocaching.com/mark/details.asp?PID=GU2019A 697GeocacheGeocacheA 697CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 697</h1> <b> PID </b> GU2019 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SALINAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 05. (N) 121 39 08. (W) SCALED <br> <b> NAVD 88 </b> 19.18 (+/-2cm) 62.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.63 (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> 653,230. </td><td> 1,762,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 18.34 (m) 60.2 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF204607(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 697 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>1945 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1945 0.5 MI N FROM SALINAS. AT SALINAS, 0.5 MILE NORTH ALONG U.S. HIGHWAY NO. 101 FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION, 52.6 FEET WEST OF CENTER-LINE OF HIGHWAY, 46.4 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 19, 1.4 FEET NORTHEAST OF HEDGE ROW, 1.6 FEET SOUTHEAST OF REFERENCE POST. BRONZE BENCH MARK DISK SET IN TOP OF A PRECAST CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND. GU2018A 697 RESEThttp://www.geocaching.com/mark/details.asp?PID=GU2018A 697 RESETGeocacheGeocacheA 697 RESETCGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 697 RESET</h1> <b> PID </b> GU2018 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SALINAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 06. (N) 121 39 08. (W) SCALED <br> <b> NAVD 88 </b> 20.43 (+/-2cm) 67.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.63 (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> 653,260. </td><td> 1,763,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.584 (m) 64.25 (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: 10SFF204607(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: BRIDGE WALKWAY <br>STAMPING: A 697 RESET 1965 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 02, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1965 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>19890202</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 0.6 MI N FROM SALINAS. 0.55 MILE NORTH ALONG MAIN STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SALINAS, IN THE TOP AND 14.2 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF THE EAST LANES OF MAIN STREET BRIDGE 44-95 OVER U.S. HIGHWAY 101, 35 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE STREET, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU2093A 704http://www.geocaching.com/mark/details.asp?PID=GU2093A 704GeocacheGeocacheA 704CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 704</h1> <b> PID </b> GU2093 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SEASIDE (1983) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 30 47. (N) 121 46 29. (W) SCALED <br> <b> NAVD 88 </b> 72.75 (+/-2cm) 238.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.70 (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> 634,490. </td><td> 1,751,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 71.881 (m) 235.83 (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: 10SFF097415(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 704 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>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 11.9 MI E FROM MONTEREY. 11.91 MILES EAST OF MONTEREY LOCATED ALONG CARMEL VALLEY ROAD, 27 FEET SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET BELOW ROAD LEVEL, 45 FEET NORTHEAST OF ROAD LEADING SOUTH TO RANCHO FIESTA, 69 FEET SOUTHWEST OF ELECTRIC POLE NO. 8-5, 2 FEET NORTHWEST OF A FENCE LINE, 27 FEET SOUTH OF A WATER VALVE, WITNESS POST SET. A STANDARD DISK, STAMPED A 704 1943 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. GU2391A 705http://www.geocaching.com/mark/details.asp?PID=GU2391A 705GeocacheGeocacheA 705CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 705</h1> <b> PID </b> GU2391 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SYCAMORE FLAT (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 18. (N) 121 29 59. (W) SCALED <br> <b> NAVD 88 </b> 473.53 (+/-2cm) 1553.6 (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> 614,440. </td><td> 1,775,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 472.592 (m) 1550.50 (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: 10SFF346225(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 705 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><tr><td>1972 </td><td>GOOD </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 25.6 MI SW FROM SOLEDAD. 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SOLEDAD, THENCE 16.2 MILES SOUTH AND WEST ALONG ARROYO SECO ROAD, THENCE 7.8 MILES NORTHWEST ALONG JAMESBURG-ARROYO SECO ROAD, 50 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 45.0 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD, 25.5 FEET EAST OF A FENCE CORNER POST, 21.0 FEET NORTHEAST OF A METAL WITNESS POST, 20.0 FEET NORTHEAST OF A FENCE LINE, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A LARGE, FLAT BOULDER PROJECTING 1-1/2 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 RECOVERED IN GOOD CONDITION. GU2527A 711http://www.geocaching.com/mark/details.asp?PID=GU2527A 711GeocacheGeocacheA 711CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 711</h1> <b> PID </b> GU2527 <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 24 14. (N) 121 19 02. (W) SCALED <br> <b> NAVD 88 </b> 60.02 (+/-2cm) 196.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (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> 621,300. </td><td> 1,792,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 59.09 (m) 193.9 (f) COMPUTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF508300(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 711 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 1.5 MI S FROM SOLEDAD. ABOUT 1.5 MILES SOUTH FROM THE SOUTHERN PACIFIC RAILROAD STATION AT SOLEDAD ALONG U.S. HIGHWAY NO 101, 66 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY NO. 101, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING TO CARMEL, AT THE INTERSECTION OF U.S. HIGHWAY NO. 101 WITH THE CARMEL ROAD. A WITNESS POST HAS BEEN SET. GU2528A 711 RESET 1955http://www.geocaching.com/mark/details.asp?PID=GU2528A 711 RESET 1955GeocacheGeocacheA 711 RESET 1955CADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 711 RESET 1955</h1> <b> PID </b> GU2528 <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 24 15. (N) 121 19 01. (W) SCALED <br> <b> NAVD 88 </b> 60.56 (+/-2cm) 198.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (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> 621,330. </td><td> 1,792,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 59.64 (m) 195.7 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF509300(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 711 RESET 1955 <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>1955 </td><td>MONUMENTED </td><td>CADH</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 1.6 MI SE FROM SOLEDAD. 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SOLEDAD, AT THE OVERCROSSING OF ARROYO SECO ROAD, 225 FEET NORTHWEST OF THE CENTERLINE OF ARROYO SECO ROAD AT THE WEST END OF THE OVERCROSSING, 103 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST-BOUND LANE OF THE HIGHWAY, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY OFF-RAMP TO ARROYO SECO ROAD, 6.7 FEET SOUTH OF TELEPHONE-CABLE POLE 26, 1.2 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. FV0951A 713http://www.geocaching.com/mark/details.asp?PID=FV0951A 713GeocacheGeocacheA 713CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 713</h1> <b> PID </b> FV0951 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> JOLON (1949) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 14. (N) 121 10 34. (W) SCALED <br> <b> NAVD 88 </b> 291.25 (+/-2cm) 955.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.76 (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> 572,930. </td><td> 1,803,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 290.36 (m) 952.6 (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: 10SFE644822(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 713 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>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 0.2 MI N FROM JOLON. 0.2 MILE NORTH ALONG THE ROAD TO KING CITY FROM THE POST OFFICE IN JOLON, MONTEREY COUNTY, CALIFORNIA, 262.0 FEET EAST OF THE CENTERLINE OF JOLON-KING CITY ROAD, 42.5 FEET NORTH OF THE CENTERLINE OF NORTH-NORTHWEST EAST-SOUTHEAST ROAD, 133.0 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING, AND 1.5 FEET SOUTH OF WHITE 4X4 WITNESS POST. A STANDARD DISK STAMPED A 713 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. FV0221A 714http://www.geocaching.com/mark/details.asp?PID=FV0221A 714GeocacheGeocacheA 714CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 714</h1> <b> PID </b> FV0221 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> HAMES VALLEY (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 53 12. (N) 120 55 11. (W) SCALED <br> <b> NAVD 88 </b> 240.25 (+/-2cm) 788.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.99 (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> 563,130. </td><td> 1,826,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 239.29 (m) 785.1 (f) COMPUTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE877733(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 714 1943 <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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>AMS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 7.2 MI NW FROM BRADLEY. 2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM BRADLEY, MONTEREY COUNTY, THENCE 5.1 MILES WEST ALONG THE ROAD TO JOLON, AT CONCRETE CULVERT 290+25, IN THE TOP OF THE NORTH HEADWALL, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED A 714 1943. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961 RECOVERED IN GOOD CONDITION. GU2224A 739http://www.geocaching.com/mark/details.asp?PID=GU2224A 739GeocacheGeocacheA 739CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 739</h1> <b> PID </b> GU2224 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> NATIVIDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 20. (N) 121 37 05. (W) SCALED <br> <b> NAVD 88 </b> 25.17 (+/-2cm) 82.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.53 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 651,760. </td><td> 1,766,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 24.32 (m) 79.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF234594(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 739 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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1945 AT SALINAS ARMY AIR BASE. AT THE SALINAS ARMY AIR BASE, SET AT THE MAIN ENTRANCE, IN THE SOUTH CORNER OF THE WEST HEADWWALL OF A TWIN 36-INCH PIPE CULVERT, 138 FEET NORTH OF THE GUARD HOUSE, 38.5 FEET SOUTH OF CENTER-LINE OF ALISAL ROAD, 34 FEET SOUTHWEST OF CENTER-LINE OF ROAD INTO BASE. IRON BENCH MARK DISK. GU2223A 739 RESEThttp://www.geocaching.com/mark/details.asp?PID=GU2223A 739 RESETGeocacheGeocacheA 739 RESETCGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 739 RESET</h1> <b> PID </b> GU2223 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> NATIVIDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 33. (N) 121 33 35. (W) SCALED <br> <b> NAVD 88 </b> 25.19 (+/-2cm) 82.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 648,320. </td><td> 1,771,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 24.32 (m) 79.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF287561(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FLAG POLE BASE <br>STAMPING: A 739 1945 RESET 1953 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 12, 1988 <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>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1976 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881212</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.1 MI E FROM SALINAS. 0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SALINAS, THENCE 1.6 MILES EAST ALONG EAST ALISAL STREET, 0.6 MILE NORTHWEST OF SALINAS MUNICIPAL AIRPORT, AT THE INTERSECTION OF EAST ALISAL STREET AND SKYWAY BOULEVARD, AT THE SALINAS RURAL FIRE DISTRICT BUILDING, 1330 EAST ALISAL STREET, IN THE TOP OF A 5-FOOT-SQUARE CONCRETE BASE FOR A FLAGPOLE, 88 FEET NORTHWEST OF THE CENTERLINE OF SKYWAY BOULEVARD, 35.0 FEET SOUTH OF THE SOUTH CURB OF EAST ALISAL STREET, 2.7 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BLOCK, 1.1 FEET WEST OF BENCH MARK GWM 46 RESET 1953 (USGS), AND FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU1996A 813http://www.geocaching.com/mark/details.asp?PID=GU1996A 813GeocacheGeocacheA 813CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 813</h1> <b> PID </b> GU1996 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> SALINAS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 06. (N) 121 40 14. (W) SCALED <br> <b> NAVD 88 </b> 12.335 (meters) 40.47 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.70 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 12.325 (meters) 40.44 (feet) COMP <br> <b> MODELED GRAV</b> 979,846.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 653,300. </td><td> 1,761,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 11.635 (m) 38.17 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFF187607(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 813 1948 <br>MARK LOGO: CGS <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 - March 25, 2003 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr><tr><td>20030325</td><td>GOOD </td><td>CA-053</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 1 MI NW FROM SALINAS. 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SALINAS, ABOUT 150 YARDS EAST OF THE HITCHCOCK PACKING COMPANY PLANT, SET IN THE CENTER OF THE NORTHEAST CONCRETE HEADWALL OF 24-INCH CORRUGATED METAL PIPE CULVERT 117.35, 55.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 26.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NEAREST SPUR TRACK, 35.5 FEET NORTH OF A TELEPHONE POLE, 3.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL, AND ABOUT 8 FEET LOWER THAN THE TRACKS. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--ABOUT 200 YARDS EAST OF THE HITCHCOCK PACKING CO. PLANT. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY MONTEREY COUNTY CALIFORNIA 2003 (JSK) RECOVERED IN GOOD CONDITION. GU2550A 950http://www.geocaching.com/mark/details.asp?PID=GU2550A 950GeocacheGeocacheA 950CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 950</h1> <b> PID </b> GU2550 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> ESPINOSA CANYON (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 07 21. (N) 121 00 19. (W) SCALED <br> <b> NAVD 88 </b> 128.884 (meters) 422.85 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 128.774 (meters) 422.49 (feet) COMP <br> <b> MODELED GRAV</b> 979,775.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 589,450. </td><td> 1,819,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 127.971 (m) 419.85 (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: 10SFE795993(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 950 1959 <br>MARK LOGO: CGS <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 23, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890123</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 9.4 MI NW FROM SAN ARDO. 9.35 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF JOLON STREET AT SAN ARDO, IN R9E T21S, SECTION 9, IN THE TOP AND 1.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 173.46, 15.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU2499AA 1190http://www.geocaching.com/mark/details.asp?PID=GU2499AA 1190GeocacheGeocacheAA 1190CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AA 1190</h1> <b> PID </b> GU2499 <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 19 11. (N) 121 10 52. (W) SCALED <br> <b> NAVD 88 </b> 74.995 (meters) 246.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 74.933 (meters) 245.84 (feet) COMP <br> <b> MODELED GRAV</b> 979,799.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 611,680. </td><td> 1,804,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 74.067 (m) 243.00 (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: 10SFF632209(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: IN A DRILL HOLE IN BEDROCK <br>STAMPING: AA 1190 1968 <br>MARK LOGO: CGS <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT 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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19881215</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 8.3 MI N FROM KING CITY. 8.2 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT KING CITY, THENCE 0.1 MILE WEST ALONG A TRACK ROAD AROUND THE WEST SIDE OF THE RAILROAD TUNNEL, AT THE SOUTHWEST BASE OF A GRANITE OUTCROP, IN THE TOP OF A LEDGE OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHWEST OF THE CENTER OF THE MOUTH OF A SMALL MINE TUNNEL, 0.7 FOOT SOUTHEAST OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--THE DIRECTION TO THE MOUTH OF A SMALL TUNNEL FROM SOUTHWEST TO SOUTH. GU3846ABBOTThttp://www.geocaching.com/mark/details.asp?PID=GU3846ABBOTTGeocacheGeocacheABBOTTCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ABBOTT</h1> <b> PID </b> GU3846 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> NATIVIDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 38 11.85909(N) 121 35 59.93407(W) ADJUSTED <br> <b> NAVD 88 </b> 20.6 (meters) 68. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.93 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.53 (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> 647,762.465 1</td><td>767,516.848</td><td> MT </td><td>0.99994078</td><td> -1 ' 33 04.0"</td></tr><tr><td>SPC CA 4 </td><td>2,125,200.69 5</td><td>798,928.19 </td><td> sFT </td><td>0.99994078</td><td> -1 ' 33 04.0"</td></tr><tr><td>UTM 10 </td><td>4,055,476.130 </td><td>625,161.998</td><td> MT </td><td>0.99979300</td><td> +0 ' 50 08.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 1.00000204 x 0.99994078 = 0.99994281 <br> <b>UTM 10 </b> 1.00000204 x 0.99979300 = 0.99979503 <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> BERMAN </td><td>133° 44' 59.2"</td></tr><tr><td>UTM 10 </td><td> BERMAN </td><td>131° 21' 47.2"</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>GU3858</td><td>BERMAN </td><td>APPROX. 4.2 KM</td><td>132° 11' 55.2"</td></tr><tr><td>DA7995</td><td>ABBOTT RM 1 </td><td> 6.145 METERS</td><td>152° 51' </td></tr><tr><td>DA7996</td><td>ABBOTT RM 2 </td><td> 5.527 METERS</td><td>284° 19' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 38 11.85643(N) 121 35 59.92510(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 38 12.00081(N) 121 35 56.12379(W) AD( ) 2 <br> NGVD 29 (07/19/86) 19.7 (m) 65. (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: 10SFF2516255476(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 APPROXIMATELY 2 MILES, AIRLINE, SOUTHEAST OF SALINAS, IT IS WITHIN STATE HIGHWAY 101 RIGHT OF WAY BETWEEN THE HIGHWAY AND THE RAILROAD. <p>TO REACH THE STATION FROM THE POST OFFICE IN SALINAS AT THE INTERSECTION OF LINCOLN AVENUE AND ALISAL STREET, GO EAST ON ALISAL STREET FOR 1.0 MILE TO ITS INTERSECTION OF ALISAL STREET UNDERCROSSING ON STATE HIGHWAY 101 AT (POST MILE 87.1). TURN RIGHT (SOUTH) ONTO STATE HIGHWAY 101 AND GO 3.6 MILES TO THE STATION ON THE RIGHT AND 24 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES ON THE HIGHWAY. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISKS STAMPED ABBOTT 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. <p>REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED ABBOTT NO. 1 1974, IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND, 0.2 FEET BELOW THE STATION AND 32 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES. <p>REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED ABBOTT NO. 2 1974, IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND, 0.3 FEET BELOW THE STATION AND 32 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.68 METERS. GU3847AIRhttp://www.geocaching.com/mark/details.asp?PID=GU3847AIRGeocacheGeocacheAIRCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIR</h1> <b> PID </b> GU3847 <br> <b> STATE/COUNTY</b> CA/MONTEREY <br> <b> USGS QUAD </b> NATIVIDAD (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 39 39.74392(N) 121 37 21.04745(W) ADJUSTED <br> <b> NAVD 88 </b> 25.1 (meters) 82. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.25 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.57 (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> 650,525.150 1</td><td>765,576.605</td><td> MT </td><td>0.99994095</td><td> -1 ' 33 52.4"</td></tr><tr><td>SPC CA 4 </td><td>2,134,264.60 5</td><td>792,562.58 </td><td> sFT </td><td>0.99994095</td><td> -1 ' 33 52.4"</td></tr><tr><td>UTM 10 </td><td>4,058,155.207 </td><td>623,108.690</td><td> MT </td><td>0.99978672</td><td> +0 ' 49 21.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 1.00000134 x 0.99994095 = 0.99994229 <br> <b>UTM 10 </b> 1.00000134 x 0.99978672 = 0.99978806 <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> ABBOTT </td><td>144° 55' 10.2"</td></tr><tr><td>UTM 10 </td><td> ABBOTT </td><td>142° 31' 56.5"</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>GU3846</td><td>ABBOTT </td><td>APPROX. 3.4 KM</td><td>143° 21' 17.8"</td></tr><tr><td>DA8005</td><td>AIR RM 1 </td><td> 5.333 METERS</td><td>239° 05' </td></tr><tr><td>DA8006</td><td>AIR RM 2 </td><td> 11.356 METERS</td><td>307° 55' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 39 39.74127(N) 121 37 21.03865(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 39 39.88717(N) 121 37 17.23553(W) AD( ) 2 <br> NGVD 29 (07/19/86) 24.2 (m) 79. (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: 10SFF2310958155(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 ON THE AIRPORT BOULEVARD OVERCROSSING AT STATE HIGHWAY 101 (POST MILE 85.62) OR THE SOUTHEAST EDGE OF THE CITY OF SALINAS. <p>TO REACH THE STATION FROM THE POST OFFICE IN SALINAS AT THE INTERSECTION OF LINCOLN AND ALISAL STREET. PROCEED EAST ON ALISAL STREET FOR 1.0 MILE TO ITS JUNCTION WITH STATE HIGHWAY 101 (POST MILE 87.1). TAKE THE SOUTHBOUND STATE HIGHWAY 101 ENTRANCE TO FREEWAY AND TRAVEL SOUTH FOR 1.45 MILES TO AIRPORT BOULEVARD OVERCROSSING. TURN LEFT AND TRAVEL (EASTERLY) ALONG AIRPORT BOULEVARD TO EAST SIDE OF STATE HIGHWAY 101 OVERCROSSING AND TO THE EAST END OF BRIDGE RAIL. THE STATION IS 10 FEET EASTERLY OF THE RAIL, ON THE SOUTH SIDE OF THE ROAD AND 3 FEET SOUTH OF THE SOUTHERLY PAVED SHOULDER OF AIRPORT BOULEVARD, BEHIND THE GUARDRAIL. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISKS STAMPED AIR 1974. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND 3 FEET SOUTH OF THE GUARDRAIL. THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. <p>REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED AIR NO. 1 1974, IS EPOXIED IN A DRILL HOLE IN THE CONCRETE WALKWAY ON THE SOUTH SIDE OF THE BRIDGE AND IS 0.2 FOOT ABOVE THE STATION. <p>REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH DIAMETER BRASS DISK STAMPED AIR NO. 2 1974, IS EPOXIED IN A DRILL HOLE IN THE CONCRETE WALKWAY ON THE NORTH SIDE OF THE BRIDGE AND LEVEL WITH THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.63 METERS. GU3905AIRPORT BN FRITZCHE AAF FT ORDhttp://www.geocaching.com/mark/details.asp?PID=GU3905AIRPORT BN FRITZCHE AAF FT ORDGeocacheGeocacheAIRPORT BN FRITZCHE AAF FT ORDCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet