Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com 2006-10-10T05:06:11Z 1944-01-01T00:00:00Z GU1772 1077 http://www.geocaching.com/mark/details.asp?PID=GU1772 1077 Geocache Geocache 1077 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1077</h1> <b> PID </b> GU1772 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 00 23.29118(N) 120 01 35.56552(W) ADJUSTED <br> <b> NAVD 88 </b> 326.63 (+/-2cm) 1071.6 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -34.17 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 575,187.362 1</td><td>907,452.265</td><td> MT </td><td>0.99999878</td><td> -0 ' 36 44.7"</td></tr><tr><td>SPC CA 4 </td><td>1,887,093.87 6</td><td>258,032.97 </td><td> sFT </td><td>0.99999878</td><td> -0 ' 36 44.7"</td></tr><tr><td>UTM 10 </td><td>3,988,756.450 </td><td>768,005.911</td><td> MT </td><td>1.00048514</td><td> +1 ' 44 56.6"</td></tr><tr><td>UTM 11 </td><td>3,988,903.926 </td><td>227,207.386</td><td> MT </td><td>1.00051704</td><td> -1 ' 46 49.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99995410 x 0.99999878 = 0.99995288 <br> <b>UTM 10 </b> 0.99995410 x 1.00048514 = 1.00043922 <br> <b>UTM 11 </b> 0.99995410 x 1.00051704 = 1.00047112 <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> KETTLEMAN </td><td>162&deg; 24' 23.0"</td></tr><tr><td>UTM 10 </td><td> KETTLEMAN </td><td>160&deg; 02' 41.7"</td></tr><tr><td>UTM 11 </td><td> KETTLEMAN </td><td>163&deg; 34' 27.5"</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>GT2015</td><td>WESTHAVEN WATER TANK </td><td>APPROX.24.6 KM</td><td>006&deg; 35' 02.0"</td></tr><tr><td>GT2014</td><td>LEMOORE AIRFIELD CONTROL TOWER </td><td>APPROX.28.1 KM</td><td>015&deg; 52' 37.7"</td></tr><tr><td>GT2003</td><td>STRATFORD MUNICIPAL TANK </td><td>APPROX.27.1 KM</td><td>042&deg; 08' 23.3"</td></tr><tr><td>GU1771</td><td>1077 RM 2 </td><td> 19.319 METERS</td><td>042&deg; 33' </td></tr><tr><td>DA8067</td><td>1077 AZ MK </td><td> </td><td>149&deg; 32' 46.0"</td></tr><tr><td>FU3157</td><td>KETTLEMAN </td><td>APPROX. 8.5 KM</td><td>161&deg; 47' 38.3"</td></tr><tr><td>GU1773</td><td>1077 RM 1 </td><td> 6.808 METERS</td><td>333&deg; 11' </td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 00 23.28896(N) 120 01 35.56679(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 00 23.46200(N) 120 01 32.08400(W) AD( ) 1 <br> NGVD 29 (07/19/86) 325.67 (m) 1068.5 (f) LEVELING 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6800688756(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: SANDSTONE OUTCROP <br>STAMPING: 1077 VAG 1907 <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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1954 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1955 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS) LOCATED ABOUT 4 MILES W OF KETTLEMAN CITY, 75 YARDS N OF THE KETTLEMAN CITY-AVENAL HIGHWAY, 50 YARDS NE OF OIL WELL 61, ON THE SUMMIT OF A SMALL ROCKY KNOLL, AND ABOUT 150 FEET ABOVE THE HIGHWAY. <p>STATION MARK IS A BRONZE U.S.G.S. BENCH-MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED 1077 FEET DATUM VAC 1907. <p>REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 4 INCHES. STAMPED BM 1077 USGS 1944 NO 1. <p>REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED ON THE TOP OF A 2-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 6 INCHES, AND IS ABOUT 14 FEET LOWER THAN THE STATION. STAMPED BM USGS NO 2 1944. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE BLOCK WHICH IS 20 FEET LONG AND 4 FEET WIDE AND FLUSH WITH THE GROUND. IT IS 1/4 MILE SE, 150 FEET SE OF A FORK, 100 FEET N OF AN OIL DERRICK, AND IS STAMPED USGS BM 1077 1944. <p>TO REACH THE STATION FROM KETTLEMAN CITY GO W ON THE AVENAL HIGHWAY (THIS ROAD LEADS W FROM STATE HIGHWAY 41 AT THE N END OF TOWN AT THE KETTLEMAN GARAGE) FOR 4 MILES TO THE JUNCTION OF 6 OILWELL ROADS AND WELL 61 ON THE RIGHT. THIS IS THE END OF TRUCK TRAVEL. PACK NE TO THE SUMMIT OF A SMALL KNOLL AND STATION. A 3-MINUTE PACK. A 4-FOOT STAND WAS USED FOR OBSERVATIONS. <p> <h2>STATION RECOVERY (1954) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (EEJ) THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. THE AZIMUTH MARK WAS NOT SEARCHED FOR. <p> <h2>STATION RECOVERY (1955) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (EEJ) THE STATION, AZIMUTH AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (1955) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955 4.1 MI W FROM KETTLEMAN CITY. 4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.1 MILE NORTH OF THE APPROXIMATE CENTER OF SIX ASPHALT ROADS, ABOUT 300 FEET NORTHEAST OF A STEEL TOWER FOR OIL WELL NO. 61, 101.4 FEET SOUTHEAST OF THE SOUTH ONE OF A DOUBLE POLE FOR A POWER LINE, 63.6 FEET (SLOPE DISTANCE) SOUTHWEST OF B M 1077 R.M. NO 2, 22.6 FEET SOUTHEAST OF B M 1077 R.M. NO 1, ABOUT 90 FEET HIGHER THAN JUNCTION OF THE ROADS, IN THE TOP OF A SANDSTONE OUTCROP PROJECTING 0.6 FOOT. NOTE-- THE STAMPING VAC INDICATED ON LITHO LIST. DISK IS SLANTING, ROD HELD ON LETTERS U.S. DURING 1955 LEVELING. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG) THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED, EXCEPTING REFERENCE MARK NUMBER ONE, WHICH APPARENTLY HAS MOVED SOME DUE TO PROTRUDING SO HIGH. <p>A NEW DESCRIPTION FOLLOWS. <p>THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED 1077 VAG 1907, CEMENTED IN A DRILL HOLE IN OUTCROP PROJECTING ABOUT 4 INCHES, ON THE HIGHEST PART OF THE HILL. <p>REFERENCE MARK NO 1 IS A STANDARD U.S.C. AND G.S. DISK STAMPED BM USGS 1077 1944, WITH NO 1 SCRATCHED ON THE DISK. IT IS WELDED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 16 INCHES AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION. <p>REFERENCE MARK NO 2 IS A STANDARD U.S.C. AND G.S. DISK STAMPED BM USGS 1077 1944, WITH NO 2 SCRATCHED ON THE DISK. IT IS WELDED TO THE TOP OF AN IRON PIPE PROJECTING ABOUT 8 INCHES AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. DISK STAMPED BM USGS 1077 1944, SET IN A DRILL HOLE IN A 3 X 30 FOOT SLAB OF CONCRETE FLUSH WITH THE GROUND. IT IS 38 FEET NORTH OF THE KETTLEMAN CITY-AVENAL HIGHWAY ON THE WAY TO STATION, 150 FEET NORTH OF AN OIL DERRICK AND 0.1 MILE EAST OF THE JUNCTION OF SIX ROADS AT THE SUMMIT OF A GRADE WHERE YOU TURN SHARP RIGHT TO REACH OIL DERRICK NO 61 AND ETT. <p>TO REACH THE STATION FROM THE POST OFFICE IN KETTLEMAN CITY GO NORTH 0.1 MILE TO MILHAM AVENUE. TURN LEFT AS PER SIGN (AVENAL) AND GO WESTERLY FOR 4 MILES TO THE JUNCTION OF 6 OIL WELL ROADS AT THE SUMMIT OF A GRADE (AZIMUTH MARK IS 0.1 MILE EAST). TURN SHARP RIGHT (NE) AND GO 0.08 MILE TO OIL DERRICK NO 61 AND END OF TRUCK TRAVEL. CONTINUE ON FOOT NORTHEASTERLY FOR ABOUT 300 YARDS TO THE HIGHEST PART OF THE HILL AND STATION. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EHS) THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE SLAB OF CONCRETE IN WHICH THE AZIMUTH MARK HAD BEEN SET HAS BEEN BROKEN UP AND REMOVED. THE PREVIOUS DESCRIPTIONS ARE ADEQUATE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES WEST OF KETTLEMAN CITY 1971-01-01T00:00:00Z GU3475 1077 2 http://www.geocaching.com/mark/details.asp?PID=GU3475 1077 2 Geocache Geocache 1077 2 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1077 2</h1> <b> PID </b> GU3475 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 00 23.29042(N) 120 01 35.56652(W) ADJUSTED <br> <b> NAVD 88 </b> 326.59 (+/-2cm) 1071.5 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -34.17 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 575,187.339 1</td><td>907,452.239</td><td> MT </td><td>0.99999878</td><td> -0 ' 36 44.7"</td></tr><tr><td>SPC CA 4 </td><td>1,887,093.79 6</td><td>258,032.89 </td><td> sFT </td><td>0.99999878</td><td> -0 ' 36 44.7"</td></tr><tr><td>UTM 10 </td><td>3,988,756.426 </td><td>768,005.887</td><td> MT </td><td>1.00048514</td><td> +1 ' 44 56.6"</td></tr><tr><td>UTM 11 </td><td>3,988,903.904 </td><td>227,207.360</td><td> MT </td><td>1.00051704</td><td> -1 ' 46 49.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99995411 x 0.99999878 = 0.99995289 <br> <b>UTM 10 </b> 0.99995411 x 1.00048514 = 1.00043922 <br> <b>UTM 11 </b> 0.99995411 x 1.00051704 = 1.00047112 <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> MILHAM 2 </td><td>086&deg; 25' 12.7"</td></tr><tr><td>UTM 10 </td><td> MILHAM 2 </td><td>084&deg; 03' 31.4"</td></tr><tr><td>UTM 11 </td><td> MILHAM 2 </td><td>087&deg; 35' 17.2"</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>GU1771</td><td>1077 RM 2 </td><td> 19.353 METERS</td><td>042&deg; 33' </td></tr><tr><td>GT0543</td><td>MILHAM 2 </td><td>APPROX. 3.5 KM</td><td>085&deg; 48' 28.0"</td></tr><tr><td>GU1774</td><td>C 806 </td><td>296.747 METERS</td><td>215&deg; 41' </td></tr><tr><td>DA8124</td><td>1077 RM 1 </td><td> 6.856 METERS</td><td>333&deg; 11' </td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 00 23.28836(N) 120 01 35.56762(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 00 23.45792(N) 120 01 32.08442(W) AD( ) 1 <br> NGVD 29 (07/19/86) 325.63 (m) 1068.3 (f) LEVELING 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6800688756(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1971 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WMJ) THE STATION IS LOCATED 4 MILES WEST OF KETTLEMAN CITY, 14 MILES SOUTH-SOUTHEAST OF HURON AND 26 MILES WEST OF CORCORON, ON PROPERTY OWNED BY THE STANDARD OIL COMPANY OF CALIFORNIA, COALINGA, PHONE NUMBER 935-0831. <p>TO REACH THE STATION FROM THE INTERSECTION OF BROWN AVENUE (STATE HIGHWAY 41) AND PETROLEUM AVENUE IN KETTLEMAN CITY, GO NORTH ON BROWN AVENUE FOR 0.1 MILE TO A CROSSROAD (MILHAM AVENUE). TURN LEFT AND GO WEST ON MILHAM AVENUE FOR 4.05 MILES TO A 6-WAY INTERSECTION AND AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION. TURN SHARP RIGHT PASSING THE FIRST ROAD ON THE RIGHT AND GO NORTH FOR 0.05 MILE TO A FORK, KEEP RIGHT FORK UPHILL FOR 0.3 MILE TO A PIPE FENCE. PASS TO THE LEFT OF THE PIPE FENCE AND GO SOUTHEAST AND SOUTH ON TRACK ROAD FOR 0.2 MILE TO TOP OF HILL AND STATION ON THE HIGHEST POINT. <p>THE STATION IS A STANDARD DISK STAMPED, BM USGS 2 1077 1971, CEMENTED IN A DRILL HOLE IN BEDROCK. IT IS LOCATED ON THE HIGHEST POINT OF THE HILL. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM 1077 USGS NO 1 1944, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 15 INCHES. IT IS 79 FEET SOUTHEAST OF A POWER POLE. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED BM 1077 USGS NO 2 1944, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 5 INCHES. IT IS 96 FEET EAST-SOUTHEAST OF THE POWER POLE. <p>BM C806 (AZ MK) IS A STANDARD BENCH MARK DISK STAMPED, C806 1947, CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING 8 INCHES. IT IS 59 FEET WEST-NORTH WEST OF THE CENTER OF A PAVED ROAD, 19 FEET SOUTHWEST OF A PAVED ROAD AND 2 FEET NORTHEAST OF A 4X4 WOOD WITNESS POST. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (HF) THE 1971 TO REACH DESCRIPTION WAS ADEQUATE. <p>STATION MARK, R.M. 1, R.M. 2 AND BM C 806 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AND FOUND TO BE AS DESCRIBED IN 1971. <p>UPON CHECK VISIT (JUNE 1, 1973) R.M. 1 WAS FOUND TO HAVE BEEN DESTROYED. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4.99 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES WEST OF KETTLEMAN CITY. 1944-01-01T00:00:00Z GU1773 1077 RM 1 http://www.geocaching.com/mark/details.asp?PID=GU1773 1077 RM 1 Geocache Geocache 1077 RM 1 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1077 RM 1</h1> <b> PID </b> GU1773 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 22. (N) 120 01 36. (W) SCALED <br> <b> NAVD 88 </b> 326.01 (+/-2cm) 1069.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.17 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 575,150. </td><td> 1,907,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 325.05 (m) 1066.4 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE679887(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: B M 1077 USGS NO 1 1944 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 4.1 MI W FROM KETTLEMAN CITY. 4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.1 MILE NORTHEAST OF THE APPROXIMATE CENTER OF THE JUNCTION OF SIX ASPHALT ROADS, ABOUT 300 FEET NORTHEAST OF A STEEL TOWER FOR OIL WELL NO. 61, 78.7 FEET SOUTHEAST OF THE SOUTH ONE OF A DOUBLE POLE FOR A POWER LINE, 22.6 FEET NORTHWEST OF B M 1077 (USGS) TRIANGULATION STATION, ABOUT 2 FEET LOWER THAN THE STATION, A BRONZE DISK WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND. NOTE-- THE IRON PIPE IS LOOSE IN THE GROUND. THE LAST 4 IN 1944 HAS ALSO BEEN STAMPED 3 AND NO 1 WAS NOT STAMPED IN, BUT SCRATCHED ON DISK. IRON PIPE LEANING SLIGHTLY, ROD HELD ON THE LETTERS TIC IN THE WORD GEODETIC DURING THE 1955 LEVELING. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 MARK RECOVERED IN POOR CONDITION. 1944-01-01T00:00:00Z GU1771 1077 RM 2 http://www.geocaching.com/mark/details.asp?PID=GU1771 1077 RM 2 Geocache Geocache 1077 RM 2 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1077 RM 2</h1> <b> PID </b> GU1771 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 00 23.75299(N) 120 01 35.04394(W) ADJUSTED <br> <b> NAVD 88 </b> 323. (meters) 1060. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -34.17 (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> 575,201.456 1</td><td>907,465.478</td><td> MT </td><td>0.99999876</td><td> -0 ' 36 44.4"</td></tr><tr><td>SPC CA 4 </td><td>1,887,140.11 6</td><td>258,076.32 </td><td> sFT </td><td>0.99999876</td><td> -0 ' 36 44.4"</td></tr><tr><td>UTM 10 </td><td>3,988,771.083 </td><td>768,018.539</td><td> MT </td><td>1.00048522</td><td> +1 ' 44 57.0"</td></tr><tr><td>UTM 11 </td><td>3,988,917.755 </td><td>227,220.891</td><td> MT </td><td>1.00051695</td><td> -1 ' 46 48.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99995468 x 0.99999876 = 0.99995344 <br> <b>UTM 10 </b> 0.99995468 x 1.00048522 = 1.00043987 <br> <b>UTM 11 </b> 0.99995468 x 1.00051695 = 1.00047160 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 00 23.75083(N) 120 01 35.04515(W) AD(1984.00) 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: 10SGE6801988771(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: B M 1077 USGS 1944 NO 2 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 4.1 MI W FROM KETTLEMAN CITY. 4.1 MILES WEST ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE HIGHWAY 41 AT KETTLEMAN CITY, ABOUT 0.15 MILE NORTH OF THE APPROXIMATE CENTER OF SIX ASPHALT ROADS, ABOUT 260 FEET NORTHEAST OF A STEEL TOWER FOR OIL WELL NO. 61, 95.6 FEET SOUTHEAST OF THE SOUTH ONE OF A DOUBLE POLE SUPPORTING A POWER LINE, 63.6 FEET NORTHEAST OF B M 1077 (USGS) TRIANGULATION STATION, ABOUT 12 FEET LOWER THAN THE STATION, BRONZE REFERENCE MARK DISK WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE-- NO 2 IS NOT STAMPED BUT SCRATCHED ON WITH SOME SHARP OBJECT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FU3019 131 DWR http://www.geocaching.com/mark/details.asp?PID=FU3019 131 DWR Geocache Geocache 131 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>131 DWR</h1> <b> PID </b> FU3019 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 36. (N) 119 53 50. (W) SCALED <br> <b> NAVD 88 </b> 102.06 (+/-2cm) 334.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.52 (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> 560,670. </td><td> 1,918,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 101.14 (m) 331.8 (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: 11SKV384741(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: 34 35 3 2 T 23 S T 24 S R 19 E JMD COPS <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 10.9 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.0 MILE EAST ALONG A DIRT ROAD FOLLOWING A POWER LINE, 1.0 MILE EAST OF BENCH MARK AG 1 (DWR), AT A T FENCE JUNCTION, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.5 FEET NORTH OF T FENCE POST, 1.6 FEET EAST OF FENCE, 2.8 FEET NORTH OF A WITNESS POST, 99 FEET EAST OF THE FIRST POLE WEST OF FENCE JUNCTION, ABOUT 1 FOOT HIGHER THAN THE ROAD, A CAP ON A 2-INCH IRON PIPE WHICH PROJECTS 1.0 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FU3014 132 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3014 132 A DWR Geocache Geocache 132 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>132 A DWR</h1> <b> PID </b> FU3014 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 43. (N) 119 53 24. (W) SCALED <br> <b> NAVD 88 </b> 93.64 (+/-2cm) 307.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.55 (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> 559,030. </td><td> 1,919,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 92.726 (m) 304.22 (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: 11SKV390724(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: BM 132 A <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 12.4 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD FOLLOWING A POWER LINE, THENCE 0.05 MILE WEST ALONG A DIRT ROAD AND POWER LINE, 0.15 MILE WEST-NORTHWEST OF A WINDMILL AND WATER TANK, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 3 FEET NORTH OF THE SECOND POWER POLE WEST OF THE NORTH-SOUTH ROAD, 30.2 FEET NORTH OF A FENCE, 2.7 FEET WEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD, A DISK IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK NOT FOUND. 2006-10-10T05:06:11Z FU3009 133 DWR http://www.geocaching.com/mark/details.asp?PID=FU3009 133 DWR Geocache Geocache 133 DWR CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>133 DWR</h1> <b> PID </b> FU3009 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 17. (N) 119 53 51. (W) SCALED <br> <b> NAVD 88 </b> 97.12 (+/-2cm) 318.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 558,230. </td><td> 1,918,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.20 (m) 315.6 (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: 11SKV383717(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: 1/4 SEC 10-11 LGB MACD <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>CA-031</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 13.6 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD AND POWER LINE, THENCE 0.4 MILE SOUTH AND 0.5 MILE WEST ALONG A WIDE DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A FENCE LINE, 49 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 0.6 FOOT NORTH OF A FENCE POST, 2.4 FEET EAST OF A WITNESS POST, AND SCREWED ON THE TOP OF AN IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. NOTE-- ON LINE - 5 MI. E. OF TAFT TO 10 MI. S. OF KETTLEMAN CITY, CALIFORNIA STATES THE CHARACTER OF THE MARK IS A DISK AND THE STAMPING IS IN ERROR. 2006-10-10T05:06:11Z FU3011 134 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3011 134 A DWR Geocache Geocache 134 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>134 A DWR</h1> <b> PID </b> FU3011 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 06. (N) 119 53 18. (W) SCALED <br> <b> NAVD 88 </b> 94.61 (+/-2cm) 310.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.57 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 557,890. </td><td> 1,919,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 93.69 (m) 307.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391713(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: BM 134 A <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 13.1 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE 1.7 MILES SOUTH ALONG A DIRT ROAD, 0.4 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD WEST TO LOST HILLS ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 42 FEET EAST OF THE CENTER LINE OF A ROAD, 1.7 FEET WEST OF A WITNESS POST, 1 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FU3012 135 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3012 135 A DWR Geocache Geocache 135 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>135 A DWR</h1> <b> PID </b> FU3012 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 59. (N) 119 53 17. (W) SCALED <br> <b> NAVD 88 </b> 97.31 (+/-2cm) 319.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.60 (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> 555,820. </td><td> 1,919,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.40 (m) 316.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391692(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: BM 135 A <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 14.4 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE 3.0 MILES SOUTH ALONG A DIRT ROAD, AT A TURN IN THE ROAD WITH TANGENTS NORTH AND EAST, 0.5 MILE NORTH OF A GATE IN AN EAST-WEST FENCE LINE, 57 FEET NORTH OF THE EXTENDED CENTER LINE OF THE ROAD EAST, 402 FEET WEST OF THE EXTENDED CENTER LINE OF THE ROAD NORTH, 1.8 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FU3017 136 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3017 136 A DWR Geocache Geocache 136 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>136 A DWR</h1> <b> PID </b> FU3017 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 50. (N) 119 53 18. (W) SCALED <br> <b> NAVD 88 </b> 97.70 (+/-2cm) 320.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.62 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 553,700. </td><td> 1,919,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 96.77 (m) 317.5 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV390671(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: BM 136 A <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 15.9 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE 3.0 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.1 MILE WEST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A TRACK ROAD AND TELEPHONE LINE, 0.95 MILE NORTHWEST OF BENCH MARK 137 A(DWR), 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET NORTHEAST OF POLE 16-65, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FU3013 137 A DWR http://www.geocaching.com/mark/details.asp?PID=FU3013 137 A DWR Geocache Geocache 137 A DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>137 A DWR</h1> <b> PID </b> FU3013 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 07. (N) 119 52 45. (W) SCALED <br> <b> NAVD 88 </b> 96.76 (+/-2cm) 317.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.66 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 552,360. </td><td> 1,920,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 95.83 (m) 314.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV398658(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: BM 137 A <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 23 MI NW FROM LOST HILLS. 8.0 MILES NORTH ALONG LOST HILLS ROAD FROM THE INTERSECTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 10.0 MILES WEST ALONG TWISSELMAN ROAD, THENCE 3.0 MILES NORTH ALONG KINGS ROAD, THENCE 0.75 MILE NORTH ALONG A TRACK ROAD AND FENCE LINE, THENCE 1.2 MILES NORTHWEST ALONG A TRACK ROAD AND POLE LINE, 0.95 MILE SOUTHEAST OF BENCH MARK 136 A(DWR), 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET NORTHWEST OF POLE 16-64, 1.9 FEET NORTHWEST OF A WITNESS POST, 1/2 FOOT HIGHER THAN THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0479 139 TL http://www.geocaching.com/mark/details.asp?PID=GT0479 139 TL Geocache Geocache 139 TL TLAKE Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>139 TL</h1> <b> PID </b> GT0479 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> CORCORAN (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 06 33. (N) 119 36 28. (W) SCALED <br> <b> NAVD 88 </b> 61.44 (+/-2cm) 201.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 586,260. </td><td> 1,945,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 60.58 (m) 198.8 (f) COMPUTED 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV652992(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 139 <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>TLAKE</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 2.7 MI NW FROM CORCORAN. 1.5 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY AVENUE AT CORCORAN, THENCE 0.7 MILE NORTH ALONG 7 1/2 AVENUE, THENCE 0.5 MILE WEST ALONG ORANGE AVENUE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE CURB OF A CONCRETE BRIDGE OVER DAULTON DITCH, 17.0 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. SECTION 9, T21S, R22E. 2006-10-10T05:06:11Z FU3010 1/4 S 11 14 K CO http://www.geocaching.com/mark/details.asp?PID=FU3010 1/4 S 11 14 K CO Geocache Geocache 1/4 S 11 14 K CO CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 S 11 14 K CO</h1> <b> PID </b> FU3010 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 51. (N) 119 53 18. (W) SCALED <br> <b> NAVD 88 </b> 96.20 (+/-2cm) 315.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.58 (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> 557,430. </td><td> 1,919,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 95.29 (m) 312.6 (f) COMPUTED 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV391708(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: 1/4 S 11-14 LGB MACD <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>CA-031</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 13.4 MI S FROM KETTLEMAN CITY. 0.3 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 9.6 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 1.5 MILES EAST ALONG A DIRT ROAD AND POWER LINE, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD, AT THE T JUNCTION OF A DIRT ROAD EAST, 90 FEET EAST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 0.7 FOOT SOUTH OF THE SOUTH ONE OF TWO FENCE POSTS, 0.6 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A CAP ON THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 0.2 FOOT. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 MARK NOT FOUND. 2006-10-10T05:06:11Z FV0888 1/4 S 15 22 http://www.geocaching.com/mark/details.asp?PID=FV0888 1/4 S 15 22 Geocache Geocache 1/4 S 15 22 CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 S 15 22</h1> <b> PID </b> FV0888 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> PYRAMID HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 58. (N) 120 00 47. (W) SCALED <br> <b> NAVD 88 </b> 155.72 (+/-2cm) 510.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.33 (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> 555,900. </td><td> 1,908,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 154.79 (m) 507.8 (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: 10SGE698695(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: 1/4 S 15 22 LGB MACD <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>CA-031</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 4.3 MI NW FROM DEVILS DEN. 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E T24S, ON SECTION LINE 15 AND 22, 0.3 MILE SOUTHEAST OF THE Y JUNCTION OF A GRADED DIRT ROAD LEADING SOUTHEAST TO THE MC PHAILL GYPSUM COMPANY MINES, 0.1 MILE NORTHWEST OF THE T JUNCTION OF A DIRT ROAD LEADING WEST, 94 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47.6 FEET WEST OF Y 806, 45 1/2 FEET WEST OF A TELEPHONE POLE, 4.0 FEET SOUTH OF A 3-INCH IRON PIPE PROJECTING ABOVE THE GROUND, 3.5 FEET WEST OF A 4-BY 4-INCH POST WITH A 5 GALLON CAN NAILED ON TOP, 1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND BRAZED ON THE TOP OF A 3 1/2 INCH PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1785 1/4 S 30 31 SOCO http://www.geocaching.com/mark/details.asp?PID=GU1785 1/4 S 30 31 SOCO Geocache Geocache 1/4 S 30 31 SOCO SOCO Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 S 30 31 SOCO</h1> <b> PID </b> GU1785 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 03 55. (N) 120 03 57. (W) SCALED <br> <b> NAVD 88 </b> 144.64 (+/-2cm) 474.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.12 (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> 581,750. </td><td> 1,903,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 143.71 (m) 471.5 (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: 10SGE642951(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: 1/4 S 30 LGBM 31 ADC <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>SOCO</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 10.7 MI NW FROM KETTLEMAN CITY. 4.1 MILES ALONG MILHAM AVENUE FROM THE JUNCTION OF STATE HIGHWAY 41 AT KETTLEMAN CITY, THENCE 6.2 MILES NORTHWEST ALONG AN OIL ROAD, THENCE 0.4 MILE NORTHWEST ALONG A TRACK ROAD, 11.3 MILES SOUTH OF HURON, IN R18E T21S S30, AT THE T JUNCTION OF A TRACK ROAD NORTH, AT THE T JUNCTION OF A POWER LINE, 14 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 12 1/2 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 11 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE, 1.6 FEET EAST OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS 4-FEET ABOVE THE GROUND, 1.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND WELDED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z FV0894 1/4 S GLO http://www.geocaching.com/mark/details.asp?PID=FV0894 1/4 S GLO Geocache Geocache 1/4 S GLO CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 S GLO</h1> <b> PID </b> FV0894 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> PYRAMID HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 42. (N) 120 01 51. (W) SCALED <br> <b> NAVD 88 </b> 165.03 (+/-2cm) 541.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.27 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 559,130. </td><td> 1,906,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 164.10 (m) 538.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE681726(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: 1/4 S 4 9 L G B MAC D <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>CA-031</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19970104</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 6.5 MI NW FROM DEVILS DEN. 6.5 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E T24S, ON SECTION LINE 4 AND 9, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A GRADED ROAD LEADING SOUTH, 0.1 MILE NORTHWEST OF Z 806, 136.7 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1935-01-01T00:00:00Z FU2902 1/4 SEC 35 KING KERN http://www.geocaching.com/mark/details.asp?PID=FU2902 1/4 SEC 35 KING KERN Geocache Geocache 1/4 SEC 35 KING KERN CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 SEC 35 KING KERN</h1> <b> PID </b> FU2902 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HACIENDA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 47 24. (N) 119 33 51. (W) SCALED <br> <b> NAVD 88 </b> 65.57 (+/-2cm) 215.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.33 (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> 550,820. </td><td> 1,949,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 64.77 (m) 212.5 (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: 11SKV682636(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: KINGS KERN 1/4 SEC 35 LGB MACD LS 1091 1935 <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>1935 </td><td>MONUMENTED </td><td>CA-031</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 11.5 MI SW FROM ALPAUGH. 2.0 MILES SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE AT ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E),THENCE 4.8 MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 4.5 MILES WEST ALONG COUNTY LINE AVENUE (AVENUE 1E), 24 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 3 FEET EAST OF A FENCE CORNER POST, 0.4 FOOT NORTH OF A FENCE, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND LEADED ON TOP OF A 3-INCH IRON PIPE WHICH IS PAINTED WHITE AND PROJECTS 1.2 FEET ABOVE THE GROUND. NOTE-- THIS MARK IS 0.5 MILE EAST OF BENCH MARK D 457 DESCRIBED ON LINE 101. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 MARK NOT FOUND. 1935-01-01T00:00:00Z FU2905 1/4 SEC KING KERN http://www.geocaching.com/mark/details.asp?PID=FU2905 1/4 SEC KING KERN Geocache Geocache 1/4 SEC KING KERN CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1/4 SEC KING KERN</h1> <b> PID </b> FU2905 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HACIENDA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 47 23. (N) 119 32 47. (W) SCALED <br> <b> NAVD 88 </b> 64.89 (+/-2cm) 212.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.27 (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> 550,780. </td><td> 1,950,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 64.09 (m) 210.3 (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: 11SKV698636(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: KINGS KERN 1/4 SEC 3 6 LGB MACD LS 1091 1935 <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>1935 </td><td>MONUMENTED </td><td>CA-031</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 10.5 MI S FROM ALPAUGH. 2.0 MILES SOUTH ALONG ROAD 38 (5-1/4N) FROM THE POST OFFICE AT ALPAUGH, THENCE 0.2 MILE EAST ALONG AVENUE 38 (5-3/4E), THENCE 4.8 MILES SOUTH ALONG ROAD 40 (5-1/2N), THENCE 3.5 MILES WEST ALONG COUNTY LINE AVENUE (AVENUE 1E), DIRECTLY UNDER A FENCE LINE, 22 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 2 FEET EAST OF A FENCE POST, 0.5 FOOT EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE AVENUE, AND LEADED ON TOP OF A 3-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 MARK NOT FOUND. 2006-10-10T05:06:11Z GT0482 154 TL http://www.geocaching.com/mark/details.asp?PID=GT0482 154 TL Geocache Geocache 154 TL TLAKE Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>154 TL</h1> <b> PID </b> GT0482 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> CORCORAN (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 06 35. (N) 119 37 31. (W) SCALED <br> <b> NAVD 88 </b> 59.17 (+/-2cm) 194.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.52 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 586,330. </td><td> 1,943,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.31 (m) 191.3 (f) COMPUTED 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV636993(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>TLAKE</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 3.7 MI NW FROM CORCORAN. 1.5 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY AVENUE AT CORCORAN, THENCE 0.7 MILE NORTH ALONG 7 1/2 AVENUE, THENCE 1.5 MILES WEST ALONG ORANGE AVENUE, 68 YARDS EAST OF THE CENTER OF THE JUNCTION OF 9TH AVENUE, 21 FEET SOUTH OF THE CENTER LINE OF ORANGE AVENUE, 2.3 FEET EAST OF POWER POLE 10188, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1942-01-01T00:00:00Z FV1330 1557=LURE http://www.geocaching.com/mark/details.asp?PID=FV1330 1557=LURE Geocache Geocache 1557=LURE CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1557=LURE</h1> <b> PID </b> FV1330 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 53 52.16543(N) 120 06 36.41586(W) ADJUSTED <br> <b> NAVD 88 </b> 475. (meters) 1558. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -7.13 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.99 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 563,216.702 1</td><td>899,779.074</td><td> MT </td><td>1.00002089</td><td> -0 ' 39 44.2"</td></tr><tr><td>SPC CA 4 </td><td>1,847,820.13 6</td><td>232,858.51 </td><td> sFT </td><td>1.00002089</td><td> -0 ' 39 44.2"</td></tr><tr><td>SPC CA 5 </td><td> 768,001.329 1</td><td>809,489.744</td><td> MT </td><td>1.00012249</td><td> -1 ' 12 10.0"</td></tr><tr><td>SPC CA 5 </td><td>2,519,684.36 5</td><td>936,634.27 </td><td> sFT </td><td>1.00012249</td><td> -1 ' 12 10.0"</td></tr><tr><td>UTM 10 </td><td>3,976,474.479 </td><td>760,828.824</td><td> MT </td><td>1.00043838</td><td> +1 ' 41 43.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99993080 x 1.00002089 = 0.99995168 <br> <b>SPC CA 5 </b> 0.99993080 x 1.00012249 = 1.00005328 <br> <b>UTM 10 </b> 0.99993080 x 1.00043838 = 1.00036914 <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> LURE AZ MK </td><td>088&deg; 53' 53.5"</td></tr><tr><td>SPC CA 5 </td><td> LURE AZ MK </td><td>089&deg; 26' 19.3"</td></tr><tr><td>UTM 10 </td><td> LURE AZ MK </td><td>086&deg; 32' 25.8"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA7190</td><td>LURE AZ MK </td><td> </td><td>088&deg; 14' 09.3"</td></tr><tr><td>DA7191</td><td>LURE RM 1 </td><td> 6.005 METERS</td><td>168&deg; 07' </td></tr><tr><td>DA7192</td><td>LURE RM 2 </td><td> 14.078 METERS</td><td>304&deg; 38' </td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 53 52.16537(N) 120 06 36.41646(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 35 53 52.16610(N) 120 06 36.41727(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 35 53 52.31700(N) 120 06 32.92100(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: 10SGE6082976474(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>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1981 </td><td>SEE DESCRIPTION </td><td>DMA</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS) ABOUT 8 MILES SSE OF AVENAL ON A PROMINENT RIDGE BETWEEN MC LURE VALLEY AND KETTLEMAN PLAIN ON THE SOUTHEASTERN PORTION OF REEF RIDGE. STATION IS ON THE FIRST LIGHT-COLORED SMOOTH-TOPPED POINT SE OF A NARROW JAGGED CREST AND ABOUT 1 MILE NW OF GAP WHERE PIPE LINE ROAD CROSSES SAME RIDGE. THERE ARE TWO SMALL TREES IN FENCE LINE NEAR THE STATION. <p>THE STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH MARK DISK WITH CROSS IN CENTER, CEMENTED IN TOP OF OUTCROPPING ROCK, FLUSH WITH GROUND SURFACE. IT IS STAMPED 1557 FT. <p>REFERENCE MARK NO. 1, SE OF STATION, IS A STANDARD U.S.C. AND G.S. DISK CEMENTED IN TOP OF A 4-INCH CYLINDRICAL SOIL PIPE. IT IS STAMPED LURE USGS NO. 1 1942. <p>REFERENCE MARK NO. 2, NW OF STATION, IS A HOLE WITH A TRIANGLE CIRCUMSCRIBED IN THE TOP OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS 1-1/2 FEET. IT IS STAMPED S O V. <p>A TRIANGLE BLAZED IN TREE TRUNK IS 38 FEET E OF THE STATION. <p>THE AZIMUTH MARK IS ABOUT 1/2 MILE E OF THE STATION, AND 0.3 MILE W OF THE PIPE LINE ROAD. THE MARK IS A STANDARD U.S.C. AND G.S. DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, NEAR THE S END OF THE ROCK OUTCROP. <p>TO REACH STATION FROM AVENAL GO E ON KING STREET, TURN RIGHT AND GO S ON SEVENTH STREET 0.6 MILE TO JUNCTION WITH STATE HIGHWAY 33. TURN LEFT AND GO SE ON STATE HIGHWAY 33 FOR 4.9 MILES. TURN RIGHT AND GO SW ON DIRT ROAD 0.4 MILE. TAKE LEFT FORK, PIPE LINE ROAD, SOUTHERLY, FOR 2.6 MILES TO AN IRON PIPE ON E SIDE OF ROAD PROJECTING 2-1/2 FEET. FROM THIS POINT THERE IS A CHOICE OF TWO ROUTES. WITH A LOW-GEARED TRUCK AND CHAINS, CONTINUE STRAIGHT AHEAD ABOUT 1-1/2 MILES TO PASS WHERE PIPE LINE LEADS OVER RIDGE AND A FENCE LINE CROSSES THE ROAD. PASS THROUGH GATE AND FOLLOW NW ALONG FENCE LINE ON TOP OF RIDGE ABOUT 1 MILE TO TWO SMALL TREES AND STATION. FROM THE PIPE MENTIONED ABOVE, THE ALTERNATE ROUTE IS AS FOLLOWS--TURN RIGHT (W) AND FOLLOW VERY DIM TRACK ROAD ALONG RIGHT SIDE OF MAIN DRAW 0.2 MILE TO POINT WHERE ROADWAY LEADS LEFT UP GRADE TO ROADBED ON HILLSIDE. KEEP STRAIGHT AHEAD FOLLOWING STOCK TRAIL NW 0.45 MILE TO SUMMIT OF RIDGE. CONTINUE DOWN GRADE ON TRAIL ABOUT 75 YARDS. BEAR LEFT UP CREST OF RIDGE 0.15 MILE TO END OF TRUCK TRAVEL, ON BENCH JUST BELOW SOME SCATTERED TREES ON HILLSIDE. THEN PACK ABOUT 1/4 MILE W TO TOP OF RIDGE AND STATION. <p> <h2>STATION RECOVERY (1981) </h2> <p>RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (JCH) USGS 1557 FT 1907 BM RECOVERED GOOD. <p>LURE USGS NO 1 1942 RECOVERED GOOD. (THIS IS A USC AND GS CAP). <p>STATION RECOVERED BY HELICOPTER. THIS STATION WAS POSISTIONED BY AN INERTIAL SURVEY SYSTEM. ADDITIONAL INFO MAY BE OBTAINED FROM OUR ORGANIZATION ON THE COORDINATES. 2006-10-10T05:06:11Z FU3123 16 15 21 22 K CO http://www.geocaching.com/mark/details.asp?PID=FU3123 16 15 21 22 K CO Geocache Geocache 16 15 21 22 K CO CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>16 15 21 22 K CO</h1> <b> PID </b> FU3123 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 55 11. (N) 119 54 54. (W) SCALED <br> <b> NAVD 88 </b> 84.40 (+/-2cm) 276.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.43 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 565,460. </td><td> 1,917,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 83.48 (m) 273.9 (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: 11SKV369789(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: T23S R19E WC 16 15 21 22 LGB MACD <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>CA-031</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 6.9 MI S FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 6.5 MILES SOUTH ALONG LOST HILLS ROAD, 1.2 MILES SOUTHEAST OF THE JUNCTION OF UTICA AVENUE, 0.1 MILE SOUTH OF A SHARP CURVE, AT A FENCE CORNER, 42.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE FENCE CORNER POST, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1830 164.40 L http://www.geocaching.com/mark/details.asp?PID=GU1830 164.40 L Geocache Geocache 164.40 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164.40 L</h1> <b> PID </b> GU1830 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 59. (N) 120 03 35. (W) SCALED <br> <b> NAVD 88 </b> 101.50 (+/-2cm) 333.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.11 (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> 585,570. </td><td> 1,904,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.617 (m) 330.11 (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: 10SGE647990(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 164.40 L <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 8 MI NW FROM KETTLEMAN CITY. 8.05 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT THE AVENAL CUTOFF ROAD BRIDGE, IN THE TOP AND 1.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTH CONCRETE WING WALL OF THE BRIDGE, 15 FEET NORTHWEST OF THE CENTER LINE OF AVENAL CUTOFF ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE ROADS. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1831 164.40 R http://www.geocaching.com/mark/details.asp?PID=GU1831 164.40 R Geocache Geocache 164.40 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164.40 R</h1> <b> PID </b> GU1831 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 59. (N) 120 03 34. (W) SCALED <br> <b> NAVD 88 </b> 101.465 (meters) 332.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 101.374 (meters) 332.59 (feet) COMP <br> <b> MODELED GRAV</b> 979,734.4 (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 August 1995. <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> 585,570. </td><td> 1,904,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NAVD 88 (06/15/91) 101.461 (m) 332.88 (f) UNKNOWN 1 1 <br> NGVD 29 (??/??/92) 100.597 (m) 330.04 (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: 10SGE647990(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 164.40 R <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 8 MI NW FROM KETTLEMAN CITY. 8.05 MILES NORTHWEST ALONG HE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT AVENAL CUTOFF ROAD BRIDGE, IN THE TOP AND 1.4 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTH CONCRETE WING WALL OF THE BRIDGE, 16 FEET SOUTHEAST OF THE CENTER LINE OF AVENAL CUTOFF ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1828 164.68 L http://www.geocaching.com/mark/details.asp?PID=GU1828 164.68 L Geocache Geocache 164.68 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164.68 L</h1> <b> PID </b> GU1828 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 44. (N) 120 03 30. (W) SCALED <br> <b> NAVD 88 </b> 98.75 (+/-2cm) 324.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.11 (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> 585,100. </td><td> 1,904,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 97.861 (m) 321.07 (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: 10SGE648985(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 164.68 L <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 7.8 MI NW FROM KETTLEMAN CITY. 7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, AT CHECK STRUCTURE NO. 7, 139 FEET NORTH OF BENCH MARK 164.69 L (USBR), IN THE TOP AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A RECORDER STATION, 21 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1829 164.69 L http://www.geocaching.com/mark/details.asp?PID=GU1829 164.69 L Geocache Geocache 164.69 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164.69 L</h1> <b> PID </b> GU1829 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 44. (N) 120 03 31. (W) SCALED <br> <b> NAVD 88 </b> 100.987 (meters) 331.32 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.896 (meters) 331.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,733.2 (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> 585,100. </td><td> 1,904,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.090 (m) 328.38 (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: 10SGE648985(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: 164.69 L <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 14, 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>BOR</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>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 7.8 MI NW FROM KETTLEMAN CITY. 7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 2.0 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF CHECK STRUCTURE NO. 7, 66 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD, 9 FEET NORTH OF THE CENTER OF THE GATE HOIST WINCH DECK, 0.8 FOOT SOUTHWEST OF A STEEL GUARDRAIL POST, AND ABOUT LEVEL WITH THE DECK. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1827 164.69 R http://www.geocaching.com/mark/details.asp?PID=GU1827 164.69 R Geocache Geocache 164.69 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>164.69 R</h1> <b> PID </b> GU1827 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 44. (N) 120 03 30. (W) SCALED <br> <b> NAVD 88 </b> 100.981 (meters) 331.30 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.891 (meters) 331.01 (feet) COMP <br> <b> MODELED GRAV</b> 979,733.3 (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> 585,100. </td><td> 1,904,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.086 (m) 328.37 (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: 10SGE648985(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: 164.69 R <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 7.8 MI NW FROM KETTLEMAN CITY. 7.75 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.8 FEET SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF CHECK STRUCTURE NO. 7, 70 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD, 9 FEET NORTH OF THE CENTER OF THE GATE HOIST WINCH DECK, 0.8 FOOT SOUTHEAST OF A GUARDRAIL POST, AND ABOUT LEVEL WITH THE DECK. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1825 165.03 L http://www.geocaching.com/mark/details.asp?PID=GU1825 165.03 L Geocache Geocache 165.03 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>165.03 L</h1> <b> PID </b> GU1825 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 29. (N) 120 03 19. (W) SCALED <br> <b> NAVD 88 </b> 97.89 (+/-2cm) 321.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.12 (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> 584,640. </td><td> 1,904,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 97.001 (m) 318.24 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE651981(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 165.03 L <br>MARK LOGO: BOR <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 7.4 MI NW FROM KETTLEMAN CITY. 7.4 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, 0.1 MILE SOUTHEAST OF BENCH MARK L 1097, AT CHECK STRUCTURE NO. 7, IN THE TOP AND 0.5 FOOT SOUTH OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF A RECORDER STATION, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1820 167.36 L http://www.geocaching.com/mark/details.asp?PID=GU1820 167.36 L Geocache Geocache 167.36 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>167.36 L</h1> <b> PID </b> GU1820 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 21. (N) 120 01 22. (W) SCALED <br> <b> NAVD 88 </b> 100.244 (meters) 328.88 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.154 (meters) 328.59 (feet) COMP <br> <b> MODELED GRAV</b> 979,736.8 (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>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> 582,510. </td><td> 1,907,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 99.357 (m) 325.97 (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: 10SGE681960(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 167.36 L <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 5.1 MI NW FROM KETTLEMAN CITY. 5.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF PLYMOUTH AVENUE BRIDGE OVER THE AQUEDUCT, 16 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 25 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1821 167.36 R http://www.geocaching.com/mark/details.asp?PID=GU1821 167.36 R Geocache Geocache 167.36 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>167.36 R</h1> <b> PID </b> GU1821 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 21. (N) 120 01 22. (W) SCALED <br> <b> NAVD 88 </b> 100.363 (meters) 329.27 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.273 (meters) 328.98 (feet) COMP <br> <b> MODELED GRAV</b> 979,736.8 (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>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> 582,510. </td><td> 1,907,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 99.419 (m) 326.18 (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: 10SGE681960(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 167.36 R <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 5.1 MI NW FROM KETTLEMAN CITY. 5.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.6 FEET EAST OF THE WEST END OF THE SOUTHWEST CONCRETE WING WALL OF PLYMOUTH AVENUE BRIDGE OVER THE AQUEDUCT, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 17 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1818 167.84 R USBR http://www.geocaching.com/mark/details.asp?PID=GU1818 167.84 R USBR Geocache Geocache 167.84 R USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>167.84 R USBR</h1> <b> PID </b> GU1818 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 03 58. (N) 120 01 08. (W) SCALED <br> <b> NAVD 88 </b> 98.13 (+/-2cm) 321.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.16 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 581,800. </td><td> 1,908,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 97.203 (m) 318.91 (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: 10SGE684953(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE TURNOUT <br>STAMPING: 167.84 R <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 4.6 MI NW FROM KETTLEMAN CITY. 4.6 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, 0.5 MILE SOUTHEAST OF THE CROSSING OF PLYMOUTH AVENUE BRIDGE, IN THE TOP OF A CONCRETE TURNOUT STRUCTURE, 4.8 FEET WEST OF BENCH MARK Q 1097, 24 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD. 2006-10-10T05:06:11Z GU1792 169.40 L http://www.geocaching.com/mark/details.asp?PID=GU1792 169.40 L Geocache Geocache 169.40 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>169.40 L</h1> <b> PID </b> GU1792 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 54. (N) 120 00 21. (W) SCALED <br> <b> NAVD 88 </b> 100.377 (meters) 329.32 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.18 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.286 (meters) 329.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,733.1 (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> 579,810. </td><td> 1,909,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 99.453 (m) 326.29 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE697934(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 169.40 L <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3.1 MI NW FROM KETTLEMAN CITY. 3.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET SOUTH OF THE NORTH END OF THE NORTHWEST CONCRETE WING WALL OF 30TH AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET WEST OF THE CENTER LINE OF THE AVENUE, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1816 169.40 R http://www.geocaching.com/mark/details.asp?PID=GU1816 169.40 R Geocache Geocache 169.40 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>169.40 R</h1> <b> PID </b> GU1816 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 56. (N) 120 00 19. (W) SCALED <br> <b> NAVD 88 </b> 100.409 (meters) 329.43 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.18 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 100.319 (meters) 329.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,733.4 (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> 579,870. </td><td> 1,909,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 99.479 (m) 326.37 (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: 10SGE697935(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 169.40 R <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3.1 MI NW FROM KETTLEMAN CITY. 3.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.6 FEET NORTH OF THE SOUTH END OF THE SOUTHEAST CONCRETE WING WALL OF 30TH AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET EAST OF THE CENTER LINE OF THE AVENUE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0538 170.42 L http://www.geocaching.com/mark/details.asp?PID=GT0538 170.42 L Geocache Geocache 170.42 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>170.42 L</h1> <b> PID </b> GT0538 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 09. (N) 119 59 32. (W) SCALED <br> <b> NAVD 88 </b> 99.865 (meters) 327.64 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.20 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 99.775 (meters) 327.35 (feet) COMP <br> <b> MODELED GRAV</b> 979,732.8 (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>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> 578,410. </td><td> 1,910,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.921 (m) 324.54 (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: 11SKV304920(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 170.42 L <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.1 MI NW FROM KETTLEMAN CITY. 2.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.7 FEET WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF QUAIL AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0539 170.42 R http://www.geocaching.com/mark/details.asp?PID=GT0539 170.42 R Geocache Geocache 170.42 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>170.42 R</h1> <b> PID </b> GT0539 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 10. (N) 119 59 35. (W) SCALED <br> <b> NAVD 88 </b> 99.898 (meters) 327.75 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.20 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 99.808 (meters) 327.45 (feet) COMP <br> <b> MODELED GRAV</b> 979,732.5 (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> 578,440. </td><td> 1,910,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.948 (m) 324.63 (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: 11SKV303921(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 170.42 R <br>MARK LOGO: BOR <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 - February 14, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.1 MI NW FROM KETTLEMAN CITY. 2.1 MILES NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 1.5 FEET EAST OF THE WEST END OF THE SOUTHWEST CONCRETE WING WALL OF QUAIL AVENUE BRIDGE OVER THE AQUEDUCT, 16 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 17 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0535 172.27 L http://www.geocaching.com/mark/details.asp?PID=GT0535 172.27 L Geocache Geocache 172.27 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>172.27 L</h1> <b> PID </b> GT0535 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 48. (N) 119 58 39. (W) SCALED <br> <b> NAVD 88 </b> 97.57 (+/-2cm) 320.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.24 (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> 575,900. </td><td> 1,911,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.621 (m) 317.00 (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: 11SKV316895(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 172.27 L <br>MARK LOGO: BOR <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 14, 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>BOR</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 0.3 MI NW FROM KETTLEMAN CITY. 0.3 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN R18E T22S, SECTION 13, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A U.S. BUREAU OF RECLAMATION CORRUGATED METAL BUILDING, 60 FEET SOUTH OF A STEEL SWING BRIDGE, 26 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD, 25.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PUMICE BLOCK BUILDING. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0534 172.39 L http://www.geocaching.com/mark/details.asp?PID=GT0534 172.39 L Geocache Geocache 172.39 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>172.39 L</h1> <b> PID </b> GT0534 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 40. (N) 119 58 32. (W) SCALED <br> <b> NAVD 88 </b> 97.54 (+/-2cm) 320.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.24 (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> 575,650. </td><td> 1,912,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 96.599 (m) 316.93 (f) ADJ UNCH 1 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV318892(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 172.39 L <br>MARK LOGO: BOR <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 14, 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>BOR</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890214</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 0.2 MI NW FROM KETTLEMAN CITY. 0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, R18E T22S, SECTION 13, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A CORRUGATED METAL BUILDING, 80 FEET NORTH OF THE NORTHEAST CORNER OF A PUMICE BLOCK BUILDING, 19 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0533 172.40 L http://www.geocaching.com/mark/details.asp?PID=GT0533 172.40 L Geocache Geocache 172.40 L BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>172.40 L</h1> <b> PID </b> GT0533 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 40. (N) 119 58 32. (W) SCALED <br> <b> NAVD 88 </b> 99.18 (+/-2cm) 325.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.24 (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> 575,650. </td><td> 1,912,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.238 (m) 322.30 (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: 11SKV318892(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: 172.40 L <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 17, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890117</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.2 MI NW FROM KETTLEMAN CITY. 0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP AND 3.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF CHECK STRUCTURE NO. 8, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 9 FEET NORTHWEST OF THE CENTER OF THE WINCH DECK, 3.3 FEET NORTHWEST OF THE CORNER GUARDRAIL POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0532 172.40 R http://www.geocaching.com/mark/details.asp?PID=GT0532 172.40 R Geocache Geocache 172.40 R BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>172.40 R</h1> <b> PID </b> GT0532 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN CITY (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 00 40. (N) 119 58 32. (W) SCALED <br> <b> NAVD 88 </b> 99.204 (meters) 325.47 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.24 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 99.114 (meters) 325.18 (feet) COMP <br> <b> MODELED GRAV</b> 979,729.3 (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> 575,650. </td><td> 1,912,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 98.246 (m) 322.33 (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: 11SKV318892(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: 172.40 R <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 17, 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>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890117</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.2 MI NW FROM KETTLEMAN CITY. 0.15 MILE NORTHWEST ALONG THE CALIFORNIA AQUEDUCT FROM THE MILHAM AVENUE BRIDGE AT KETTLEMAN CITY, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF CHECK STRUCTURE NO. 8, 6.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT, 61 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 6.0 FEET NORTHWEST OF THE CENTER OF THE WINCH DECK, 0.6 FOOT WEST OF THE CORNER GUARDRAIL POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 1967-01-01T00:00:00Z GT1093 20 P http://www.geocaching.com/mark/details.asp?PID=GT1093 20 P Geocache Geocache 20 P CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>20 P</h1> <b> PID </b> GT1093 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> VANGUARD (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 34. (N) 119 55 53. (W) SCALED <br> <b> NAVD 88 </b> 67.43 (+/-2cm) 221.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.37 (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> 612,420. </td><td> 1,916,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 66.558 (m) 218.37 (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: 11SKA369259(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: B M 20 P 1967 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 7 MI W FROM HALLS CORNER. 7.0 MILES WEST ALONG GRANGEVILLE BOULEVARD FROM THE INTERSECTION OF STATE HIGHWAY 41 AT HALLS CORNER, IN R19E T18S, SECTION 20, 0.15 MILE WEST OF THE JUNCTION OF A NORTH-SOUTH ASPHALT ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD, 64 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD NORTH, 3 FEET WEST OF A POWER POLE, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU3352 202 http://www.geocaching.com/mark/details.asp?PID=GU3352 202 Geocache Geocache 202 LOCENG LOCENG Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>202</h1> <b> PID </b> GU3352 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 11. (N) 120 04 34. (W) SCALED <br> <b> NAVD 88 </b> 122.799 (meters) 402.88 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 122.688 (meters) 402.52 (feet) COMP <br> <b> MODELED GRAV</b> 979,726.0 (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 August 1995. <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> 584,100. </td><td> 1,903,080. </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: 10SGE632974(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: CONCRETE FOOTING <br>STAMPING: BM NO 202 <br>MARK LOGO: LOCENG <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 - February 21, 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>LOCENG</td></tr><tr><td>19890221</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 8.0 KM (4.95 MI) NORTHERLY ALONG STATE HIGHWAY 269 (SKYLINE BOULEVARD) FROM THE POST OFFICE IN AVENAL, THENCE 3.0 KM (1.85 MI) ALONG THE AVENAL CUTOFF ROAD, SET IN TOP OF THE NORTH CONCRETE FOOTING OF A STEEL HIGHLINE TOWER, 51.1 M (167.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.2 M (0.7 FT) NORTH OF THE LEG OF THE TOWER, AND IS 28 CM ABOVE THE GROUND SURFACE. 2006-10-10T05:06:11Z GU4089 207 http://www.geocaching.com/mark/details.asp?PID=GU4089 207 Geocache Geocache 207 LOCENG LOCENG Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>207</h1> <b> PID </b> GU4089 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 02 38. (N) 120 06 27. (W) SCALED <br> <b> NAVD 88 </b> 329.239 (meters) 1080.18 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.04 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 328.928 (meters) 1079.16 (feet) COMP <br> <b> MODELED GRAV</b> 979,682.3 (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 August 1995. <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> 579,420. </td><td> 1,900,200. </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: 10SGE605926(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: BM NO 207 <br>MARK LOGO: LOCENG <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 - May 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>UNK </td><td>MONUMENTED </td><td>LOCENG</td></tr><tr><td>19890523</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 4.8 KM (3.00 MI) NORTHERLY ALONG STATE HIGHWAY 269 FROM THE POST OFFICE IN AVENAL TO A CROSSROAD AT THE PG AND E KETTLEMAN SUBSTATION ON THE RIGHT, THENCE 0.3 KM (0.20 MI) SOUTHEAST ALONG A PAVED ROAD TO A REVERSE Y-FORK, 11.5 M (37.7 FT) SOUTHEAST OF THE ROAD CENTER, 0.6 M (2.0 FT) WEST OF A WOODEN WITNESS POST, 0.5 M (1.6 FT) EAST OF A UTILITY POLE WITH 2-GUY WIRES, AND IS FLUSH WITH THE GROUND SURFACE. 2006-10-10T05:06:11Z FU3122 21 22 28 27 http://www.geocaching.com/mark/details.asp?PID=FU3122 21 22 28 27 Geocache Geocache 21 22 28 27 CA-031 CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>21 22 28 27</h1> <b> PID </b> FU3122 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 54 19. (N) 119 54 54. (W) SCALED <br> <b> NAVD 88 </b> 101.48 (+/-2cm) 332.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.45 (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> 563,860. </td><td> 1,917,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 100.565 (m) 329.94 (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: 11SKV369773(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: T23S R19E 21 22 28 27 LGB MACD <br>MARK LOGO: CA-031 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 28, 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>CA-031</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890228</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 7.9 MI S FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 7.5 MILES SOUTH ALONG LOST HILLS ROAD, ON THE NORTH SLOPE OF A GRADE, AT A T JUNCTION OF FENCES, AT THE T JUNCTION OF A TRACK ROAD EAST ALONG A FENCE LINE, 29.9 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET EAST OF A FENCE CORNER POST, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND WELDED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT1029 212.68 http://www.geocaching.com/mark/details.asp?PID=GT1029 212.68 Geocache Geocache 212.68 BPR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>212.68</h1> <b> PID </b> GT1029 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LEMOORE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 39. (N) 119 52 08. (W) SCALED <br> <b> NAVD 88 </b> 64.93 (+/-2cm) 213.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.23 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 612,520. </td><td> 1,922,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 64.06 (m) 210.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA425259(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: 52+83.95 59 212.68 <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>BPR</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 3.5 MI W FROM HALLS CORNER. 3.5 MILES WEST ALONG GRANGEVILLE BOULEVARD FROM THE INTERSECTION OF STATE HIGHWAY 41 AT HALLS CORNER, AT THE INTERSECTION OF TWENTY THIRD AVENUE, 55 FEET NORTH OF THE CENTER LINE OF THE BOULEVARD, 29 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE, 46.85 FEET NORTHWEST OF BENCH MARK W 515 RESET, 28 FEET SOUTH OF A POWER POLE, 4 1/2 FEET SOUTH OF A FENCE CORNER, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0980 212.8 http://www.geocaching.com/mark/details.asp?PID=GT0980 212.8 Geocache Geocache 212.8 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>212.8</h1> <b> PID </b> GT0980 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LEMOORE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 15 23. (N) 119 51 21. (W) SCALED <br> <b> NAVD 88 </b> 64.40 (+/-2cm) 211.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.45 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 602,770. </td><td> 1,923,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 63.53 (m) 208.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA434161(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 6.6 MI SW FROM LEMOORE. 1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, THENCE 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 2.15 MILES WEST ALONG JACKSON AVENUE, IN R19E T19S, IN THE SOUTHEAST CORNER OF SECTION 24, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE CURB OF BRIDGE 45-02 B-304+86.57 OVER KINGS RIVER, 10 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 1.0 MILE WEST ALONG BUSH STREET FROM THE JEFFERSON SCHOOL AT LEMOORE, THENCE 2.9 MILES SOUTH ALONG STATE HIGHWAY 41, THENCE 2.7 MILES WEST ALONG JACKSON AVENUE, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE CURB OF BRIDGE 45-02 B 304-86.57 OVER THE KINGS RIVER, 10.5 FEET NORTH OF THE CENTERLINE OF THE AVENUE, AND ABOUT 0.5 FOOT HIGHER THAN THE AVENUE. 2006-10-10T05:06:11Z GT0950 250 http://www.geocaching.com/mark/details.asp?PID=GT0950 250 Geocache Geocache 250 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>250</h1> <b> PID </b> GT0950 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HANFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 41. (N) 119 38 50. (W) SCALED <br> <b> NAVD 88 </b> 75.58 (+/-2cm) 248.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 610,570. </td><td> 1,941,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 74.74 (m) 245.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA623235(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: BALUSTRADE <br>STAMPING: 250 465 G <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 AT HANFORD. AT HANFORD, AT THE INTERSECTION OF WEST 8TH AND NORTH IRWIN STREETS, AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP OF THE FIRST LEDGE OF THE EAST GRANITE BALUTRADE, AND 3.4 FEET ABOVE THE GROUND. NEAR THE CENTER OF THE NORTH EDGE OF SECTION 6, T18S, R21E. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1935-01-01T00:00:00Z GT0899 253.7=305 RESET http://www.geocaching.com/mark/details.asp?PID=GT0899 253.7=305 RESET Geocache Geocache 253.7=305 RESET DOD Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>253.7=305 RESET</h1> <b> PID </b> GT0899 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> REMNOY (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 41. (N) 119 31 44. (W) SCALED <br> <b> NAVD 88 </b> 76.73 (+/-2cm) 251.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.32 (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> 610,510. </td><td> 1,952,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 75.90 (m) 249.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA730233(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: 305 253.7 <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>1935 </td><td>MONUMENTED </td><td>DOD</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 6.5 MI E FROM HANFORD. 6.5 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT HANFORD, 0.1 MILE EAST OF CONCRETE BRIDGE 45-06 OVER CROSS CREEK, AT THE T JUNCTION OF A DIRT FARM ROAD LEADIG SOUTH ALONG THE WEST LEVEE OF A CANAL, IN THE EAST SIDE OF A SMALL BOARD CORRAL, IN LINE WITH A ROW OF POWER LINE POLES, 58.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34.1 FEET WEST OF THE WEST END OF THE CONCRETE WINGWALL OF A SIPHON ACROSS THE HIGHWAY, 30 1/2 FEET NORTH OF POWER LINE POLE 776111E WITH A GUY WIRE, 20 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 17.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE CORRAL, 1.2 FEET WEST OF A BOARD FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU3353 4 http://www.geocaching.com/mark/details.asp?PID=GU3353 4 Geocache Geocache 4 LOCENG LOCENG Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>4</h1> <b> PID </b> GU3353 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 13. (N) 120 06 08. (W) SCALED <br> <b> NAVD 88 </b> 199.534 (meters) 654.64 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -34.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 199.351 (meters) 654.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,710.5 (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 August 1995. <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> 582,340. </td><td> 1,900,710. </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: 10SGE609956(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: NO 4 BM <br>MARK LOGO: LOCENG <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 - February 24, 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>LOCENG</td></tr><tr><td>19890224</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 7.9 KM (4.90 MI) NORTHERLY ALONG STATE HIGHWAY 269 (SKYLINE BOULEVARD) FROM THE POST OFFICE IN AVENAL, 147.7 M (484.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.3 M (4.3 FT) BELOW THE HIGHWAY, 0.7 M (2.3 FT) SOUTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) NORTHEAST OF A WOODEN WITNESS POST, AND IS 3 CM ABOVE THE GROUND SURFACE. 1934-01-01T00:00:00Z GT0900 45.06 http://www.geocaching.com/mark/details.asp?PID=GT0900 45.06 Geocache Geocache 45.06 CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>45.06</h1> <b> PID </b> GT0900 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> REMNOY (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 19 41. (N) 119 31 51. (W) SCALED <br> <b> NAVD 88 </b> 78.58 (+/-2cm) 257.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.32 (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> 610,510. </td><td> 1,952,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 77.74 (m) 255.1 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA728233(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 45-06 1934 <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>1934 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1958 </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 1958 6.4 MI E FROM HANFORD. 6.4 MILES EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT HANFORD, IN R22E T18S, 0.1 MILE WEST OF THE NORTHEAST CORNER OF SECTION 36, AT BRIDGE 45-06 OVER CROSS CREEK, IN TOP OF THE EAST END OF THE SOUTH CONCRETE CURB, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.6 FEET WEST OF THE EAST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GU1801 487.405 http://www.geocaching.com/mark/details.asp?PID=GU1801 487.405 Geocache Geocache 487.405 PG+E Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>487.405</h1> <b> PID </b> GU1801 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 27. (N) 120 05 10. (W) SCALED <br> <b> NAVD 88 </b> 147.75 (+/-2cm) 484.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.09 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 582,760. </td><td> 1,902,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 146.835 (m) 481.74 (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: 10SGE624961(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B M EL 487.405 NW <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>PG+E</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890217</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 9.6 MI S FROM HURON. 8.7 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT HURON, THENCE 0.9 MILE EAST ALONG PLYMOUTH AVENUE, 114.4 FEET NORTHWEST OF THE NORTHWEST CORNER FENCE POST OF A FENCE AROUND THE PACIFIC GAS AND ELECTRIC COMPANY LIVING QUARTERS, 42 1/2 FEET NORTHWEST OF AN 8-INCH WHITE CEDAR TREE, 29 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, ABOUT 30 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 23 FEET NORTH OF TELEPHONE POLE 51/0 WITH TWO GUY WIRES, ABOUT 2 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND. NOTE-- THE BENCH MARK IS A 1 1/2-INCH IRON PLUG. THE STAMPING IS ON A 4- BY 6-INCH IRON PLATE CEMENTED IN THE CONCRETE POST. THE BLOCK IS CHIPPED ON THE WEST SIDE AS IF SOMETHING HAS HIT IT. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 NOT RECOVERED, A CONCRETE POST WAS FOUND ON TOP OF GROUND. 2006-10-10T05:06:11Z FV0896 534.9 USGS http://www.geocaching.com/mark/details.asp?PID=FV0896 534.9 USGS Geocache Geocache 534.9 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>534.9 USGS</h1> <b> PID </b> FV0896 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> PYRAMID HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 16. (N) 120 02 13. (W) SCALED <br> <b> NAVD 88 </b> 164.32 (+/-2cm) 539.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.26 (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> 560,180. </td><td> 1,906,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 163.39 (m) 536.1 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE675737(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1957 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>19970104</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 8 MI NW FROM DEVILS DEN. 8.0 MI. N.W. ALONG COALINGA - MC. KITTRICK ROAD FROM BARKER BROS. FILLING STATION. ALONG THE RIGHT OF WAY OF STATE HIGHWAY NO. 138, 25 FEET EAST OF CENTER LINE OF HIGHWAY. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1908-01-01T00:00:00Z FV0895 535 USGS http://www.geocaching.com/mark/details.asp?PID=FV0895 535 USGS Geocache Geocache 535 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>535 USGS</h1> <b> PID </b> FV0895 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> PYRAMID HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 10. (N) 120 02 11. (W) SCALED <br> <b> NAVD 88 </b> 163.95 (+/-2cm) 537.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.26 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 559,990. </td><td> 1,906,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 163.02 (m) 534.8 (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: 10SGE675735(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: 535 B B 45 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>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19900117</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19970104</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 7.2 MI NW FROM DEVILS DEN. 7.2 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E T24S S4, AT THE SOUTHEAST END OF A LOW CUT, AT THE INTERSECTION OF ROADS LEADING SOUTH, WEST AND SOUTHEAST, 96 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 93 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A 2-BY 6-INCH WHITE POST, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1990 (JMV) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 2006-10-10T05:06:11Z FV0909 547.1 USGS http://www.geocaching.com/mark/details.asp?PID=FV0909 547.1 USGS Geocache Geocache 547.1 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>547.1 USGS</h1> <b> PID </b> FV0909 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 53 12. (N) 120 02 42. (W) SCALED <br> <b> NAVD 88 </b> 167.59 (+/-2cm) 549.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.23 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 561,910. </td><td> 1,905,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 166.66 (m) 546.8 (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: 10SGE667754(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1957 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 9.4 MI S FROM AVENAL. 9.4 MI. S. ALONG COALINGA-MC. KITTRICK ROAD FROM POST OFFICE. ALONG THE RIGHT OF WAY OF STATE HIGHWAY NO. 138, 1.2 MILES SOUTH OF ASSOCIATED PIPE LINE CO. REEFES STATION, 0.25 MILE SOUTH OF CROSSROAD TO KETTLEMAN CITY, AT A POINT WHERE STANDARD OIL CO. TELEPHONE LINE CROSSES HIGHWAY, 8 FEET NORTH OF TELEPHONE POLE NO. 91, 29 FEET EAST OF CENTER LINE OF HIGHWAY. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 MARK NOT FOUND. 2006-10-10T05:06:11Z FV0934 715 USGS http://www.geocaching.com/mark/details.asp?PID=FV0934 715 USGS Geocache Geocache 715 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>715 USGS</h1> <b> PID </b> FV0934 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 05. (N) 120 06 38. (W) SCALED <br> <b> NAVD 88 </b> 218.98 (+/-2cm) 718.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.04 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 571,010. </td><td> 1,899,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 218.03 (m) 715.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE605842(NAD 83) <br>MARKER: S = SPIKE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TELEPHONE 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><tr><td>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>19970105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 2.7 MI S FROM AVENAL. 2.7 MILES SOUTH ALONG STATE ROUTE 138 FROM POST OFFICE ALONG THE RIGHT OF WAY OF STATE ROUTE NO. 138, 25 FEET WEST OF CENTER LINE OF HIGHWAY, IN TELEPHONE POLE MARKED 237-12, PAINTED ON POLE 715. A RAILROAD SPIKE. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1924-01-01T00:00:00Z GT0724 72 S http://www.geocaching.com/mark/details.asp?PID=GT0724 72 S Geocache Geocache 72 S USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>72 S</h1> <b> PID </b> GT0724 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> WESTHAVEN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 17. (N) 119 59 39. (W) SCALED <br> <b> NAVD 88 </b> 81.94 (+/-2cm) 268.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.03 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 589,760. </td><td> 1,910,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 81.08 (m) 266.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA305034(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: PT NO 72S 277 1924 <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>1924 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 10.4 MI SE FROM HURON. 4.4 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT HURON, THENCE, 5.1 MILES EAST ALONG JAYNE AVENUE, THENCE 0.9 MILE EAST ALONG NEVADA AVENUE, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH, IN LINE WITH A ROW OF LARGE TAMARACK TREES ALONG THE SOUTH SIDE OF THE AVENUE, 109.6 FEET EAST OF THE CENTER LINE OF THE ROAD, 88.8 FEET SOUTH OF AND ACROSS THE AVENUE FROM A POWER LINE POLE, 54.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 31.9 FEET NORTHWEST OF THE CENTER OF THE WEST END OF AN 18-INCH CORRUGATED METAL PIPE CULVERT, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND RIVETED ON THE END OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. NOTE-- THE AREA AROUND THE PIPE HAS BEEN BULLDOZED, THE PIPE IS LEANING AND THE MARK MAY HAVE BEEN DISTURBED. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. 2006-10-10T05:06:11Z FU3083 72 TL http://www.geocaching.com/mark/details.asp?PID=FU3083 72 TL Geocache Geocache 72 TL TLAKE Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>72 TL</h1> <b> PID </b> FU3083 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> DUDLEY RIDGE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 56 02. (N) 119 45 12. (W) SCALED <br> <b> NAVD 88 </b> 60.49 (+/-2cm) 198.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.35 (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> 566,910. </td><td> 1,932,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 59.62 (m) 195.6 (f) COMPUTED 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: 11SKV516801(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 72 <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>TLAKE</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 15.1 MI SE FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 9.5 MILES EAST ALONG UTICA AVENUE, AT THE CROSSING OF WILBUR DITCH, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING WALL OF LARGE TRIPLE CONCRETE BOX CULVERTS, 26 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. SECTION 7, T 23 S, R 20 E. 2006-10-10T05:06:11Z FV0937 745 USGS http://www.geocaching.com/mark/details.asp?PID=FV0937 745 USGS Geocache Geocache 745 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>745 USGS</h1> <b> PID </b> FV0937 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 50. (N) 120 07 09. (W) SCALED <br> <b> NAVD 88 </b> 227.89 (+/-2cm) 747.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.02 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 572,410. </td><td> 1,899,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 226.93 (m) 744.5 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE597856(NAD 83) <br>MARKER: S = SPIKE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TELEPHONE 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><tr><td>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>19970105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 1.7 MI S FROM AVENAL. 1.7 MI. S. ALONG COALINGA - MC. KITTRICK ROAD FROM POST OFFICE. ALONG THE RIGHT OF WAY OF THE COALINGA - MC. KITTRICK COUNTY ROAD, 25 FEET WEST OF CENTER LINE OF HIGHWAY, AND ON EAST SIDE OF TELEPHONE POLE NO. 236-13. A SPIKE. COALINGA TO MC. KITTRICK IS STATE ROUTE NO. 138. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 2006-10-10T05:06:11Z GT0712 805 207 40 http://www.geocaching.com/mark/details.asp?PID=GT0712 805 207 40 Geocache Geocache 805 207 40 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>805 207 40</h1> <b> PID </b> GT0712 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> WESTHAVEN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 17. (N) 119 54 19. (W) SCALED <br> <b> NAVD 88 </b> 66.69 (+/-2cm) 218.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.91 (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> 589,680. </td><td> 1,918,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 65.801 (m) 215.88 (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: 11SKA385031(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: 805-207-40 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 6.3 MI SW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 1.5 MILES WEST ALONG NEVADA AVENUE, AT THE CROSSING OF A POWER LINE, AT THE JUNCTION OF 25TH AVENUE, 224 FEET NORTH OF THE CENTER LINE OF NEVADA AVENUE, 40 FEET WEST OF THE CENTER LINE OF 25TH AVENUE, 1 1/2 FEET SOUTH OF POWER POLE 3868 68/2 N WHICH IS THE FIRST POLE NORTH OF NEVADA AVENUE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SECTION 33, T20S, R19E 2006-10-10T05:06:11Z FV0891 9 10 15 16 K CO http://www.geocaching.com/mark/details.asp?PID=FV0891 9 10 15 16 K CO Geocache Geocache 9 10 15 16 K CO CA-031 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>9 10 15 16 K CO</h1> <b> PID </b> FV0891 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> PYRAMID HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 51. (N) 120 01 18. (W) SCALED <br> <b> NAVD 88 </b> 161.85 (+/-2cm) 531.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.30 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 557,540. </td><td> 1,907,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 160.92 (m) 528.0 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE689711(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: T24S R18E 9 10 16 15 LGB MAC D <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>CA-031</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.4 MI NW FROM DEVILS DEN. 5.4 MILES NORTHWEST ALONG STATE HIGHWAY 33 FROM THE PACIFIC GAS AND ELECTRIC COMPANY SUBSTATION AT DEVILS DEN, IN R18E T24S, AT SECTION CORNERS 9 10 16 15, ABOUT 125 YARDS NORTHWEST OF A 48-INCH IRON PIPE CULVERT, 69.3 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM P 283, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTH OF A WITNESS POST, 0.4 FOOT SOUTH OF A 2-BY 6-INCH POST WITH A 5 GALLON CAN NAILED ON TOP, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 2006-10-10T05:06:11Z GT0711 93 TL http://www.geocaching.com/mark/details.asp?PID=GT0711 93 TL Geocache Geocache 93 TL TLAKE Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>93 TL</h1> <b> PID </b> GT0711 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> WESTHAVEN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 15. (N) 119 53 29. (W) SCALED <br> <b> NAVD 88 </b> 63.21 (+/-2cm) 207.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.89 (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> 589,600. </td><td> 1,919,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 62.326 (m) 204.48 (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: 11SKA398030(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: NO 93 <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>TLAKE</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.6 MI SW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 0.8 MILE WEST ALONG NEVADA AVENUE, AT THE CROSSING OF A DIRT CANAL, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING WALL OF A CULVERT, 1.0 FOOT NORTHEAST OF THE EAST END OF THE NORTH HEAD WALL, 22 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. SECTION 34, T20S, R19E 2006-10-10T05:06:11Z GT0697 97 TL http://www.geocaching.com/mark/details.asp?PID=GT0697 97 TL Geocache Geocache 97 TL TLAKE Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>97 TL</h1> <b> PID </b> GT0697 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 10 21. (N) 119 51 04. (W) SCALED <br> <b> NAVD 88 </b> 60.83 (+/-2cm) 199.6 (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> 593,460. </td><td> 1,923,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 59.956 (m) 196.71 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA435068(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 97 <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>TLAKE</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 2.7 MI SW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 1.2 MILES WEST ALONG LAUREL AVENUE, THENCE 1.2 MILES SOUTH ALONG 22ND AVENUE, IN R20E T20S, SECTION 19, 0.35 MILE NORTH OF THE JUNCTION OF MADISON AVENUE, IN THE TOP AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL OF A LARGE CULVERT OVER A CANAL, 23 FEET EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 1966-01-01T00:00:00Z FU3106 A 1056 http://www.geocaching.com/mark/details.asp?PID=FU3106 A 1056 Geocache Geocache A 1056 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1056</h1> <b> PID </b> FU3106 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> DUDLEY RIDGE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 57 48. (N) 119 45 14. (W) SCALED <br> <b> NAVD 88 </b> 58.05 (+/-2cm) 190.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.26 (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> 570,170. </td><td> 1,932,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 57.176 (m) 187.58 (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: 11SKV516833(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1056 1966 <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>1966 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1966 17.1 MI SE FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 9.5 MILES EAST ALONG UTICA AVENUE, THENCE 2.0 MILES NORTH ALONG A ROAD ALONG THE WEST SIDE OF WILBUR DITCH, IN R20E T22S, IN THE SOUTHEAST CORNER OF SECTION 36, AT THE JUNCTION OF AN EAST-WEST ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE CULVERT, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 1.0 FEET WEST OF THE EAST END OF THE HEAD WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. 1966-01-01T00:00:00Z FU2965 A 1057 http://www.geocaching.com/mark/details.asp?PID=FU2965 A 1057 Geocache Geocache A 1057 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 1057</h1> <b> PID </b> FU2965 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LONE TREE WELL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 09. (N) 119 44 06. (W) SCALED <br> <b> NAVD 88 </b> 63.81 (+/-2cm) 209.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.65 (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> 554,160. </td><td> 1,933,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 62.965 (m) 206.58 (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: 11SKV529673(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 1057 1966 <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>1966 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1966 28.4 MI SW FROM CORCORAN. 19.3 MILES SOUTH ALONG SIXTH AVENUE FROM THE JUNCTION OF WHITLEY AVENUE AT CORCORAN, THENCE 3.0 MILES WEST ALONG A ROAD ALONG THE SOUTH SIDE OF THE CANAL, THENCE 6.1 MILES WEST ALONG A ROAD, IN R21E T24S, IN THE SOUTHWEST CORNER OF SECTION 20, 1.05 MILES EAST OF BENCH MARK P 1056, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. 1954-01-01T00:00:00Z GT0934 A 460 http://www.geocaching.com/mark/details.asp?PID=GT0934 A 460 Geocache Geocache A 460 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 460</h1> <b> PID </b> GT0934 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HANFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 18 50. (N) 119 37 44. (W) SCALED <br> <b> NAVD 88 </b> 74.11 (+/-2cm) 243.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>This mark is at Hanford Municipal Airport (O18) <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> 608,990. </td><td> 1,943,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 73.267 (m) 240.38 (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: 11SKA639219(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 460 1954 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1954 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1954 AT HANFORD AIRPORT. 0.5 MILE EAST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT HANFORD, THENCE 1.0 MILE SOUTH ALONG 10TH AVENUE, THENCE 0.5 MILE EAST ALONG THE HANFORD-ARMONA ROAD AT HANFORD AIRPORT, 92.5 FEET EAST OF THE EAST GATE POST OF A GATE, AT A FENCE CORNER, 59.9 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GAS PUMPS, 43.8 FEET EAST OF THE SOUTHEAST CORNER OF THE AIRPORT REST ROOMS, 1.8 FEET SOUTHWEST OF THE CORNER FENCE POST, 1.7 FEET NORTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1955-01-01T00:00:00Z GT0709 A 514 http://www.geocaching.com/mark/details.asp?PID=GT0709 A 514 Geocache Geocache A 514 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 514</h1> <b> PID </b> GT0709 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> WESTHAVEN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 16. (N) 119 53 04. (W) SCALED <br> <b> NAVD 88 </b> 61.16 (+/-2cm) 200.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.88 (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> 589,630. </td><td> 1,920,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 60.279 (m) 197.77 (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: 11SKA404030(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 514 1955 <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>1955 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.2 MI SW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, THENCE 0.4 MILE WEST ALONG NEVADA AVENUE, IN R 19 E, T 20 S, NEAR THE SOUTHWEST CORNER OF SECTION 35, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 60-INCH CORRUGATED METAL PIPE CULVERT OVER OUTSIDE EMPIRE WASTEWAY, 40 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 4.5 FEET EAST OF THE WEST END OF THE HEAD WALL, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 1955-01-01T00:00:00Z GT1089 A 516 http://www.geocaching.com/mark/details.asp?PID=GT1089 A 516 Geocache Geocache A 516 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 516</h1> <b> PID </b> GT1089 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> VANGUARD (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 35. (N) 119 56 28. (W) SCALED <br> <b> NAVD 88 </b> 68.25 (+/-2cm) 223.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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> 612,450. </td><td> 1,915,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 67.380 (m) 221.06 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA360260(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 516 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>CGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1955 7.5 MI W FROM HALLS CORNER. 7.5 MILES WEST ALONG GRANGEVILLE BOULEVARD FROM THE INTERSECTION OF STATE HIGHWAY 41 AT HALLS CORNER, 1.0 MILE EAST OF THE KINGS-FRESNO COUNTY LINE, AT THE INTERSECTION OF 27TH AVENUE LEADING NORTH AND A DIRT ROAD LEADING SOUTH, 36 FEET WEST OF THE CENTER LINE OF THE AVENUE, 34.3 FEET NORTH OF THE CENTER LINE OF THE BOUEVARD, 4.0 FEET SOUTH OF A 1-INCH ANCHOR IRON FOR A GUY WIRE, 2.0 FEET NORTH OF A POWER LINE POLE, 1.9 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. IN THE SOUTHEAST CORNER OF SECTION 19, T 18 S, R 19 E. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z FU2948 A 541 http://www.geocaching.com/mark/details.asp?PID=FU2948 A 541 Geocache Geocache A 541 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 541</h1> <b> PID </b> FU2948 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HACIENDA RANCH NE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 57 45. (N) 119 34 17. (W) SCALED <br> <b> NAVD 88 </b> 59.76 (+/-2cm) 196.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.92 (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> 569,970. </td><td> 1,948,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.917 (m) 193.30 (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: 11SKV681828(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 541 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </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 1962 9.3 MI S FROM CORCORAN. 9.3 MILES SOUTH ALONG SIXTH AVENUE FROM THE JUNCTION OF WHITLEY AVENUE AT CORCORAN, IN R22E T23S, IN THE NORTHWEST CORNER OF SECTION 2, AT THE INTERSECTION OF A DIRT ROAD ON THE TOP OF A LEVEE, ON THE NORTH BANK OF A SMALL IRRIGATION CANAL, 46.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN HEAD WALL OF A CULVERT UNDER THE AVENUE, 44.7 FEET EAST OF THE CENTER LINE OF THE AVENUE, 13 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A POWER POLE, 1.6 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z GT0702 A 545 http://www.geocaching.com/mark/details.asp?PID=GT0702 A 545 Geocache Geocache A 545 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 545</h1> <b> PID </b> GT0702 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 12 18. (N) 119 50 26. (W) SCALED <br> <b> NAVD 88 </b> 61.20 (+/-2cm) 200.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.58 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 597,050. </td><td> 1,924,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 60.327 (m) 197.92 (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: 11SKA446104(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 545 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 2 MI NW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 0.3 MILE WEST ALONG LAUREL AVENUE, THENCE 1.0 MILE NORTH ALONG 21ST AVENUE, THENCE 0.4 MILE WEST ALONG AN ASPHALT ROAD, IN R20E T20S S7, AT THE JONES FARMS AIRPORT, AT A CORRUGATED METAL HANGAR, 3.1 FEET SOUTHEAST OF THE SOUTHWEST CORNER, 2.2 FEET SOUTH OF THE SOUTH WALL, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z GT0671 A 549 http://www.geocaching.com/mark/details.asp?PID=GT0671 A 549 Geocache Geocache A 549 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 549</h1> <b> PID </b> GT0671 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 10 55. (N) 119 48 57. (W) SCALED <br> <b> NAVD 88 </b> 60.88 (+/-2cm) 199.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.61 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 594,480. </td><td> 1,926,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 60.009 (m) 196.88 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA467078(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 549 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 0.8 MI S FROM STRATFORD. 0.1 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 0.5 MILE SOUTH ALONG EMPIRE STREET, THENCE 0.2 MILE EAST ALONG LINCOLN AVENUE, IN R20E T20S, IN THE NORTHWEST CORNER OF SECTION 21, AT THE INTERSECTION OF 20TH AVENUE LEADING SOUTH AND A DIRT ROAD LEADING NORTH, ON THE NORTH BANK OF AN EAST-WEST CANAL, 26 FEET SOUTH OF THE CENTER LINE OF LINCOLN AVENUE, 18 1/2 FEET EAST OF THE CENTER LINE OF 20TH AVENUE, 6 FEET SOUTHEAST OF POWER LINE POLE 17 2314 WITH A GUY WIRE AND SUPPORTING A TRANSFORMER, 4.4 FEET EAST OF A FENCE CORNER POST, 1.8 FEET NORTH OF THE FENCE, 1.7 FEET WEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE AVENUES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 MARK NOT FOUND. 1942-01-01T00:00:00Z GT0985 A 665 http://www.geocaching.com/mark/details.asp?PID=GT0985 A 665 Geocache Geocache A 665 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 665</h1> <b> PID </b> GT0985 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LEMOORE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 15 18. (N) 119 48 59. (W) SCALED <br> <b> NAVD 88 </b> 62.76 (+/-2cm) 205.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.37 (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> 602,580. </td><td> 1,926,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 61.888 (m) 203.04 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA469159(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 665 1942 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1982 </td><td>MARK NOT FOUND </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 4.5 MI SW FROM LEMOORE. 1.0 MILE WEST ALONG BUSH STREET FROM JEFFERSON SCHOOL AT LEMOORE, THENCE 3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 41, 4.9 MILES NORTH OF STRATFORD, AT THE JUNCTION OF JACKSON AVENUE, 26.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35.0 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 9.0 FEET WEST OF A FENCE CORNER, 9.5 FEET NORTHEAST OF A STOP SIGN, 7.0 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.4 FOOT UNDERGROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1982) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 MARK NOT FOUND. 1942-01-01T00:00:00Z FU3136 A 666 http://www.geocaching.com/mark/details.asp?PID=FU3136 A 666 Geocache Geocache A 666 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 666</h1> <b> PID </b> FU3136 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 22. (N) 119 56 44. (W) SCALED <br> <b> NAVD 88 </b> 88.28 (+/-2cm) 289.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.32 (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> 571,370. </td><td> 1,914,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 87.347 (m) 286.57 (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: 11SKV343849(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 666 1942 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 2.9 MI S FROM KETTLEMAN CITY. 2.9 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, SET IN THE TOP OF A CONCRETE POST EXTENDING 0.4 FOOT ABOVE THE GROUND, AT THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO TAFT, 69 FEET WEST OF THE CENTER LINE OF A PAVED ROAD LEADING SOUTH, 27 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 41, 7 FEET SOUTHEAST OF A HIGHWAY DIRECTORY SIGN, ABOUT THE SAME ELEVATION AS THE PAVED SURFACE OF THE HIGHWAY. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 MARK NOT FOUND. 1948-01-01T00:00:00Z GT0476 A 761 http://www.geocaching.com/mark/details.asp?PID=GT0476 A 761 Geocache Geocache A 761 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 761</h1> <b> PID </b> GT0476 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> CORCORAN (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 58. (N) 119 35 35. (W) SCALED <br> <b> NAVD 88 </b> 59.72 (+/-2cm) 195.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 585,170. </td><td> 1,946,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.871 (m) 193.15 (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: 11SKV665980(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BASE <br>STAMPING: A 761 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </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 1962 1.2 MI W FROM CORCORAN. 1.2 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY AVENUE AT CORCORAN, AT CORCORAN AIRPORT, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE SUPPORTING A STEEL FLAG POLE, 152.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR, 81.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, 1.0 FOOT SOUTHEAST OF THE FLAG POLE, AND ABOUT 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1947-01-01T00:00:00Z GT0920 A 827 http://www.geocaching.com/mark/details.asp?PID=GT0920 A 827 Geocache Geocache A 827 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 827</h1> <b> PID </b> GT0920 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> REMNOY (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 34. (N) 119 30 51. (W) SCALED <br> <b> NAVD 88 </b> 78.78 (+/-2cm) 258.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.22 (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> 612,130. </td><td> 1,953,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 77.946 (m) 255.73 (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: 11SKA743249(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 827 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 4.8 MI W FROM GOSHEN. 2.8 MILES WEST ALONG AVENUE 308 FROM THE GOSHEN SCHOOL AT GOSHEN, THENCE 0.7 MILE WEST ALONG FAIRFAX AVENUE, THENCE 1.1 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD (TO MILEPOLE 245), THENCE 0.2 MILE SOUTH ACROSS COUNTRY, AT THE T JUNCTION OF GRANGEVILLE BOULEVARD AND A DIRT ROAD LEADING SOUTH, 0.8 MILE EAST OF Z 808, 38 1/2 FEET SOUTH OF THE CENTER LINE OF THE BOULEVARD, 32.2 FEET WEST OF THE WEST END OF A WIRE GATE ACROSS THE DIRT ROAD, 17 FEET SOUTHEAST OF POWER LINE POLE 824499 E, 2.2 FEET NORTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1958-01-01T00:00:00Z FU3164 A 947 http://www.geocaching.com/mark/details.asp?PID=FU3164 A 947 Geocache Geocache A 947 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 947</h1> <b> PID </b> FU3164 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 56 04. (N) 119 52 56. (W) SCALED <br> <b> NAVD 88 </b> 67.72 (+/-2cm) 222.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.43 (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> 567,070. </td><td> 1,920,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 66.811 (m) 219.20 (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: 11SKV399805(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 947 1958 <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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </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 1962 7.9 MI SE FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 2.3 MILES EAST ALONG UTICA AVENUE, 0.3 MILE EAST OF BENCH MARK R 666, 67 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A NORTH-SOUTH DIRT ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 45 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 39 FEET EAST OF THE EAST END OF A GATE, 1.0 FOOT NORTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 32 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1963-01-01T00:00:00Z FV0928 A 963 http://www.geocaching.com/mark/details.asp?PID=FV0928 A 963 Geocache Geocache A 963 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 963</h1> <b> PID </b> FV0928 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 56 18. (N) 120 05 14. (W) SCALED <br> <b> NAVD 88 </b> 213.70 (+/-2cm) 701.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.10 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 567,690. </td><td> 1,901,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 212.758 (m) 698.02 (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: 10SGE627810(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 963 1963 <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>1963 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19900116</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19970105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1963 5.3 MI SE FROM AVENAL. 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF SKYLINE BOULEVARD AT AVENAL, 0.2 MILE NORTHWEST OF THE JUNCTION OF UTICA AVENUE, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 87 1/2 FEET WEST OF THE SOUTHWEST END OF 48-INCH PIPE CULVERT B-4.06, 2 FEET NORTHWEST OF TELEPHONE POLE 235/26, 1.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1990 (JMV) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1963-01-01T00:00:00Z GT0663 A 964 http://www.geocaching.com/mark/details.asp?PID=GT0663 A 964 Geocache Geocache A 964 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>A 964</h1> <b> PID </b> GT0663 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 10 00. (N) 119 47 51. (W) SCALED <br> <b> NAVD 88 </b> 60.21 (+/-2cm) 197.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.63 (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> 592,770. </td><td> 1,928,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 59.340 (m) 194.68 (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: 11SKA483060(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 964 1963 <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>1963 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1963 3 MI SE FROM STRATFORD. 1.45 MILES EAST ALONG LAUREL AVENUE FROM THE POST OFFICE AT STRATFORD, THENCE 1.6 MILES SOUTH ALONG 19TH AVENUE, 0.3 MILE SOUTH OF BENCH MARK J 545, 0.05 MILE SOUTH OF THE INTERSECTION OF MADISON AVENUE, IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST RETAINING WALL FOR AN IRRIGATION WATER INLET, 80 FEET WEST OF THE CENTER LINE OF THE AVENUE, 77 FEET WEST OF THE CENTER OF THE WEST END OF A SMALL WOODEN CULVERT UNDER THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3109 AG 1 http://www.geocaching.com/mark/details.asp?PID=FU3109 AG 1 Geocache Geocache AG 1 CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 1</h1> <b> PID </b> FU3109 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 52 44. (N) 119 54 55. (W) SCALED <br> <b> NAVD 88 </b> 118.08 (+/-2cm) 387.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.49 (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> 560,930. </td><td> 1,917,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 117.166 (m) 384.40 (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: 11SKV368744(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: AG 1 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 9.4 MI NE FROM DEVILS DEN. 7.45 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, THENCE 1.95 MILES NORTH ALONG LOST HILLS ROAD, 38 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 76 FEET EAST OF THE EAST POST SUPPORTING A SIGN BOARD, 3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CATTLEGUARD, 5.2 FEET WEST OF A FENCE, 2.6 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- THIS MARK IS 0.6 MILE SOUTH OF BENCH MARK CUT AZI. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3023 AG 2 DWR http://www.geocaching.com/mark/details.asp?PID=FU3023 AG 2 DWR Geocache Geocache AG 2 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 2 DWR</h1> <b> PID </b> FU3023 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 47. (N) 119 54 53. (W) SCALED <br> <b> NAVD 88 </b> 118.38 (+/-2cm) 388.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.51 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 559,170. </td><td> 1,917,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 117.46 (m) 385.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV368726(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: AG 2 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 8.4 MI NE FROM DEVILS DEN. 7.45 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, THENCE 0.9 MILE NORTH ALONG LOST HILLS ROAD, AT THE CROSSING OF A POWER LINE, 73 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET WEST OF A POWER POLE WITH TWO GUY WIRES, 2.0 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3028 AG 3 DWR http://www.geocaching.com/mark/details.asp?PID=FU3028 AG 3 DWR Geocache Geocache AG 3 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 3 DWR</h1> <b> PID </b> FU3028 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 51 01. (N) 119 54 54. (W) SCALED <br> <b> NAVD 88 </b> 110.40 (+/-2cm) 362.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.53 (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> 557,760. </td><td> 1,917,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 109.48 (m) 359.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV367712(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: AG 3 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 7.4 MI NE FROM DEVILS DEN. 7.45 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, AT THE JUNCTION OF LOST HILLS ROAD, 94 FEET SOUTHEAST OF THE CENTER LINE OF BAKER ROAD, 45 FEET WEST OF THE CENTER LINE OF LOST HILLS ROAD, 3 1/2 FEET NORTH OF POWER POLE 4770 89-L, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3031 AG 4 DWR http://www.geocaching.com/mark/details.asp?PID=FU3031 AG 4 DWR Geocache Geocache AG 4 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 4 DWR</h1> <b> PID </b> FU3031 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 41. (N) 119 55 49. (W) SCALED <br> <b> NAVD 88 </b> 125.11 (+/-2cm) 410.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.51 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 557,150. </td><td> 1,915,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 124.18 (m) 407.4 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV353706(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: AG 4 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 6.4 MI NE FROM DEVILS DEN. 6.4 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, NEAR THE SUMMIT OF A HILL, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 56 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD SOUTHEAST, 2.1 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3035 AG 5 DWR http://www.geocaching.com/mark/details.asp?PID=FU3035 AG 5 DWR Geocache Geocache AG 5 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 5 DWR</h1> <b> PID </b> FU3035 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 25. (N) 119 56 52. (W) SCALED <br> <b> NAVD 88 </b> 119.88 (+/-2cm) 393.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.49 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 556,680. </td><td> 1,914,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 118.95 (m) 390.3 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV337702(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: AG 5 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.4 MI NE FROM DEVILS DEN. 5.35 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, AT THE JUNCTION OF A DIRT ROAD NORTH, 42 FEET NORTH OF THE CENTER LINE OF BAKER ROAD, 56 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 88 FEET EAST OF THE EAST BANK OF A DEEP DRY WASH, 2.8 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3038 AG 6 DWR http://www.geocaching.com/mark/details.asp?PID=FU3038 AG 6 DWR Geocache Geocache AG 6 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 6 DWR</h1> <b> PID </b> FU3038 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 50 02. (N) 119 57 40. (W) SCALED <br> <b> NAVD 88 </b> 132.93 (+/-2cm) 436.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.47 (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> 555,980. </td><td> 1,913,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 132.00 (m) 433.1 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV325695(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: AG 6 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4.4 MI NE FROM DEVILS DEN. 4.35 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, 59 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 45.4 FEET EAST OF THE NORTHEAST CORNER OF A STEEL RAIL CATTLEGUARD, 2.5 FEET NORTH OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3041 AG 7 DWR http://www.geocaching.com/mark/details.asp?PID=FU3041 AG 7 DWR Geocache Geocache AG 7 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 7 DWR</h1> <b> PID </b> FU3041 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 09. (N) 119 58 06. (W) SCALED <br> <b> NAVD 88 </b> 139.98 (+/-2cm) 459.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.46 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 554,350. </td><td> 1,912,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 139.05 (m) 456.2 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV318679(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: AG 7 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 3.2 MI NE FROM DEVILS DEN. 3.25 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, ON THE INSIDE OF A CURVE, AT THE CROSSING OF A POWER LINE, 50 1/2 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTH-SOUTHWEST OF THE FIRST POLE NORTH-NORTHEAST OF A T JUNCTION OF POWER LINE, 3.6 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1964-01-01T00:00:00Z FU3047 AG 8 DWR http://www.geocaching.com/mark/details.asp?PID=FU3047 AG 8 DWR Geocache Geocache AG 8 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AG 8 DWR</h1> <b> PID </b> FU3047 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 48 14. (N) 119 58 08. (W) SCALED <br> <b> NAVD 88 </b> 147.80 (+/-2cm) 484.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.46 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 552,660. </td><td> 1,912,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 146.87 (m) 481.9 (f) RESET 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV317662(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: AG 8 1964 <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>1964 </td><td>MONUMENTED </td><td>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.2 MI NE FROM DEVILS DEN. 2.2 MILES NORTHEAST ALONG BAKER ROAD FROM THE PACIFIC GAS AND ELECTRIC SUBSTATION AT DEVILS DEN, AT THE CROSSING OF A POWER LINE, AT A WATER WELL, 73 FEET EAST OF THE CENTER LINE OF THE ROAD, 53 1/2 FEET SOUTHWEST OF THE CENTER OF THE PUMP OVER THE WELL, 2 1/2 FEET SOUTHWEST OF THE NORTHEAST ONE OF TWO POLES SUPPORTING THREE TRANSFORMERS, 2.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1944-01-01T00:00:00Z GT1979 ARMONA MUNICIPAL TANK http://www.geocaching.com/mark/details.asp?PID=GT1979 ARMONA MUNICIPAL TANK Geocache Geocache ARMONA MUNICIPAL TANK CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>ARMONA MUNICIPAL TANK</h1> <b> PID </b> GT1979 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HANFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 18 52.58463(N) 119 42 34.07548(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.01 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.92 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 609,118.700 1</td><td>936,290.439</td><td> MT </td><td>0.99995543</td><td> -0 ' 25 23.7"</td></tr><tr><td>SPC CA 4 </td><td>1,998,416.93 6</td><td>352,646.22 </td><td> sFT </td><td>0.99995543</td><td> -0 ' 25 23.7"</td></tr><tr><td>UTM 11 </td><td>4,022,251.527 </td><td>256,748.629</td><td> MT </td><td>1.00032911</td><td> -1 ' 36 19.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 36 18 52.58250(N) 119 42 34.07213(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 36 18 52.76300(N) 119 42 30.60100(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA5674922252(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JCS) STATION IS LOCATED IN THE CENTER OF THE TOWN OF ARMONA, 150 FEET N OF THE CENTER LINE OF WALNUT STREET, AND 135 FEET W OF THE CENTER LINE OF LAKE AVENUE. IT IS A SILVER-COLORED, ELEVATED, STEEL WATER TANK ABOUT 90 FEET HIGH. ITS APEX WAS THE POINT OF INTERSECTION. 1942-01-01T00:00:00Z FV1328 ASSOCIATED OIL CO PUMP PLT STK http://www.geocaching.com/mark/details.asp?PID=FV1328 ASSOCIATED OIL CO PUMP PLT STK Geocache Geocache ASSOCIATED OIL CO PUMP PLT STK CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>ASSOCIATED OIL CO PUMP PLT STK</h1> <b> PID </b> FV1328 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 54 03.30921(N) 120 03 18.10363(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -4.95 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -34.20 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <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> 563,504.096 1</td><td>904,755.857</td><td> MT </td><td>1.00002021</td><td> -0 ' 37 45.9"</td></tr><tr><td>SPC CA 4 </td><td>1,848,763.02 6</td><td>249,186.51 </td><td> sFT </td><td>1.00002021</td><td> -0 ' 37 45.9"</td></tr><tr><td>SPC CA 5 </td><td> 768,241.723 1</td><td>814,469.530</td><td> MT </td><td>1.00012357</td><td> -1 ' 10 17.0"</td></tr><tr><td>SPC CA 5 </td><td>2,520,473.05 5</td><td>952,972.12 </td><td> sFT </td><td>1.00012357</td><td> -1 ' 10 17.0"</td></tr><tr><td>UTM 10 </td><td>3,976,966.562 </td><td>765,791.725</td><td> MT </td><td>1.00047059</td><td> +1 ' 43 40.4"</td></tr><tr><td>UTM 11 </td><td>3,977,271.906 </td><td>224,272.369</td><td> MT </td><td>1.00053691</td><td> -1 ' 47 33.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 54 03.30942(N) 120 03 18.10421(W) AD(1991.35) 4 <br> <b> NAD 83(1986)</b> 35 54 03.30908(N) 120 03 18.10390(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 35 54 03.46200(N) 120 03 14.61000(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGE6579276967(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>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19970105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS) ABOUT 7-1/2 MILES SE OF AVENAL ON THE W SIDE OF STATE HIGHWAY 33 AT THE REEF PUMPING STATION OF THE ASSOCIATED OIL COMPANY. ABOUT 500 FEET W OF HIGHWAY 33 AT THE NE END OF THE LARGEST BUILDING OF THE GROUP. A GROUP OF SEVEN DWELLINGS ARE N OF THE STACK AND A NUMBER OF OIL STORAGE TANKS ARE W OF IT. STATION IS THE CENTER OF A SINGLE BLACK METAL STACK ABOUT 40 FEET HIGH PROTRUDING FROM THE N SLOPE OF THE ROOF NEAR APEX. <p>AN UNMARKED INTERSECTION STATION LOCATED BY THEODOLITE CUTS FOR USE IN CONTROL OF AIR PHOTOGRAPHS. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1932-01-01T00:00:00Z FV1347 AVENAL http://www.geocaching.com/mark/details.asp?PID=FV1347 AVENAL Geocache Geocache AVENAL CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AVENAL</h1> <b> PID </b> FV1347 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> TENT HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 48 00.33428(N) 120 09 15.97204(W) ADJUSTED <br> <b> NAVD 88 </b> 811.2 (meters) 2661. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -7.35 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.70 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <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> 552,420.464 1</td><td>895,647.612</td><td> MT </td><td>1.00004380</td><td> -0 ' 41 19.4"</td></tr><tr><td>SPC CA 4 </td><td>1,812,399.47 6</td><td>219,303.87 </td><td> sFT </td><td>1.00004380</td><td> -0 ' 41 19.4"</td></tr><tr><td>SPC CA 5 </td><td> 757,243.709 1</td><td>805,256.417</td><td> MT </td><td>1.00008972</td><td> -1 ' 13 41.0"</td></tr><tr><td>SPC CA 5 </td><td>2,484,390.40 5</td><td>922,745.43 </td><td> sFT </td><td>1.00008972</td><td> -1 ' 13 41.0"</td></tr><tr><td>UTM 10 </td><td>3,965,513.213 </td><td>757,143.201</td><td> MT </td><td>1.00041487</td><td> +1 ' 39 55.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99987799 x 1.00004380 = 0.99992178 <br> <b>SPC CA 5 </b> 0.99987799 x 1.00008972 = 0.99996770 <br> <b>UTM 10 </b> 0.99987799 x 1.00041487 = 1.00029281 <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> AVENAL AZ MK </td><td>254&deg; 38' 18.7"</td></tr><tr><td>SPC CA 5 </td><td> AVENAL AZ MK </td><td>255&deg; 10' 40.3"</td></tr><tr><td>UTM 10 </td><td> AVENAL AZ MK </td><td>252&deg; 17' 03.7"</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>DA6448</td><td>AVENAL RM 2 </td><td> 9.255 METERS</td><td>134&deg; 26' </td></tr><tr><td>DA6447</td><td>AVENAL RM 1 </td><td> 11.435 METERS</td><td>237&deg; 14' </td></tr><tr><td>FV1350</td><td>AVENAL CAIRN 1932 </td><td> 5.450 METERS</td><td>242&deg; 20' </td></tr><tr><td>DA6446</td><td>AVENAL AZ MK </td><td> </td><td>253&deg; 56' 59.3"</td></tr><tr><td>FV1346</td><td>CAIRN WEST OF STA AVENAL </td><td>APPROX. 1.1 KM</td><td>280&deg; 40' 39.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 48 00.33455(N) 120 09 15.97469(W) AD(1991.35) 1 <br> <b> NAD 83(1986)</b> 35 48 00.33284(N) 120 09 15.97368(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 35 48 00.47100(N) 120 09 12.46600(W) AD( ) 1 <br> NGVD 29 (07/19/86) 810.2 (m) 2658. (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: 10SGE5714365513(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1966 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1966 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (FGJ) ON SHARP PEAK IN THE AVENAL RIDGE, ABOUT 3-1/2 MILES EAST OF MONTEREY-KINGS COUNTY LINE, AND ABOUT 1-3/4 MILES NORTH OF COTTONWOOD PASS ROAD. THE PEAK, WHICH IS THE HIGHEST ONE RISING FROM MC LURE VALLEY, IS PROMINENTLY MARKED WITH ROCK CAIRN AND SHOULD NOT BE CONFUSED WITH PEAK LYING TO WEST ABOUT 1 MILE ALSO WITH CAIRN ON ITS TOP. TO REACH FROM CHOLAME, GO NORTHEAST 1.8 MILES ON ROUTE 33 AND TURN LEFT ONTO COTTONWOOD PASS ROAD, GO 9.5 MILES OR 4 MILES EAST OF COTTONWOOD PASS AND TURN TO LEFT 165 DEG, PROCEED ACROSS COUNTRY AND UP RIDGE ABOUT 0.4 MILE, AND FOLLOW ALONG RIDGE NORTHWEST, NORTH, AND NORTHEAST AROUND HEAD OF CANYON ABOUT 2-1/2 MILES TO STATION SITE. MARKED BY STANDARD STATION DISK IN BEDROCK, NOTE 2. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK, NOTE 12A. NO. 1 IS 11.478 METERS (37.66 FEET) FROM STATION IN AZIMUTH 57 DEG 14 MIN. NO. 2 IS 9.385 METERS (30.79 FEET) FROM STATION IN AZIMUTH 314 DEG 31 MIN. AVENAL, CAIRN. IS 5.45 METERS (17.9 FEET) FROM STATION IN AZIMUTH 62 DEG 20 MIN. <p> <h2>STATION RECOVERY (1951) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE) THE STATION WAS RECOVERED AS DESCRIBED IN 1932. THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION, BUT THE AVENAL, CAIRN, WAS FOUND TO HAVE BEEN DESTROYED. <p>REFERENCE MARK NO. 1 WAS FOUND TO BE 37.56 FEET, 11.447 METERS, INSTEAD OF 37.66 FEET, 11.478 METERS FROM THE STATION. THE DIRECTION WAS FOUND TO BE CORRECT. <p>REFERENCE MARK NO. 2 WAS FOUND TO BE 30.44 FEET, 9.276 METERS, INSTEAD OF 30.79 FEET, 9.385 METERS, AND IN AZIMUTH 314 DEG 26 MIN INSTEAD OF 314 DEG 31 MIN. <p>A CAIRN IS APPROXIMATELY 1.0 MILE WEST OF STATION IN AZIMUTH 100 DEG 40 MIN 36.4 SEC. <p>MODIFICATIONS OF HIGHWAYS IN THIS AREA HAVE RENDERED THE 1932 ROUTE TO THE STATION INADEQUATE. A NEW ROUTE IS AS FOLLOWS--FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 41, WHICH IS ABOUT 9 MILES SOUTH OF AVENAL, DRIVE WEST ON STATE HIGHWAY 41 FOR 12 MILES TO A BLADED ROAD RIGHT LEADING TO THE SMITH HERFORD RANCH. TURN RIGHT ONTO BLADED ROAD, CROSSING CATTLE GUARD, AND CONTINUE 0.65 MILE TO AN INVERTED Y-FORK RIGHT. TURN SHARP RIGHT, CROSS WASH, AND CONTINUE 0.05 MILE TO Y-FORK. TAKE LEFT FORK AND DRIVE 0.2 MILE TO Y-FORK. TAKE RIGHT FORK TOWARD TOP OF RIDGE AND CONTINUE 0.9 MILE TO A NARROW WIRE GATE IN FENCE AND THE END OF TRUCK TRAVEL FOR CONVENTIONAL DRIVE VEHICLES. PACK NORTHEAST AND EAST-NORTHEAST ALONG THE CREST OF THE RIDGE TO THE HIGHEST PART OF THE HIGHEST AND MOST ISOLATED SHARP PEAK IN THE AVENAL RIDGE AND STATION. A PACK OF 1-HOUR. ALL OBJECTS VISIBLE FROM THE GROUND. <p>A 4-WHEEL DRIVE VEHICLE CAN CONTINUE RIDGE TO WITHIN 10 MINUTES OF THE STATION. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED. AN AZIMUTH MARK WAS ESTABLISHED. A DIFFERENCE IN DISTANCE WAS NOTED TO THE REFERENCE MARKS. THE MEASUREMENTS DISAGREE WITH BOTH THE 1932 AND THE 1951 DISTANCES. THERE WAS NO APPARENT DISPLACEMENT OF THE MARKS. FOLLOWING IS A COMPLETE NEW DESCRIPTION. <p>THE STATION IS ABOUT 6 MILES NORTH AND 7-1/2 MILES EAST OF CHOLAME, 3-1/2 MILES EAST OF THE KINGS-MONTEREY COUNTY LINE, 13 MILES DUE SOUTH OF AVENAL, ON THE SUMMIT OF A VERY PROMINENT PEAK WHICH IS THE HIGHEST PEAK ON THE AVENAL RIDGE. THERE IS A SCATTERED GROWTH OF PINE TREES ON THE NORTH SLOPE OF THE PEAK. <p>TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 466 AND STATE HIGHWAY 41, ABOUT 1 MILE NORTHEAST OF THE POST OFFICE IN CHOLAME, GO NORTHEAST ON HIGHWAY 41 FOR 6.55 MILES TO THE KERN COUNTY LINE. CONTINUE ON THE HIGHWAY 1.1 MILE TO THE ENTRANCE TO THE SMITH HERFORD RANCH. TURN LEFT AND FOLLOW A PRIVATE ROAD TOWARDS THE RANCH FOR 0.65 MILE TO A FORK. TURN SHARP RIGHT, CROSS A DITCH AND GO 0.05 MILE TO A FORK. TAKE THE LEFT FORK AND GO 0.25 MILE TO A FORK. TAKE THE RIGHT FORK AND GO 0.95 MILE TO A LOCKED GATE. (KEY FOR THE LOCK IS LOCATED IN A CRACK IN A FENCE POST JUST BELOW A NO HUNTING SIGN) PASS THROUGH THE GATE AND CONTINUE FOR 0.95 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A GATE. PASS THROUGH THE GATE AND CONTINUE NORTH AND NORTHEAST FOR 0.45 MILE TO THE END OF TRUCK TRAVEL. FROM THIS POINT PACK SOUTHERLY UP STEEP GRADE FOR ABOUT 200 YARDS TO THE STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED AVENAL 1932 CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING 10 INCHES. IT IS 9.6 FEET EAST OF A WITNESS POST. (NOTE 2) <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED AVENAL NO 1 1932 CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING 10 INCHES. IT IS NEAR THE EAST EDGE OF THE PEAK AND ABOUT 1 FOOT LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED AVENAL NO 2 1932 CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP PROJECTING 3 INCHES. IT IS ON THE SOUTHEAST SLOPE OF THE PEAK AND 9.58 FEET LOWER THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED AVENAL 1932 1962 CEMENTED IN A DRILL HOLE IN A 14 BY 15 INCH ROCK OUTCROP PROJECTING 2 INCHES. IT IS NEAR THE WEST EDGE OF A SMALL ROCKY RIDGE, ABOUT 100 YARDS SOUTH-SOUTHWEST OF THE GATE, 51 FEET WEST AND ABOUT 15 FEET HIGHER THAN THE ROAD AND 1.6 FEET NORTHEAST OF A WITNESS POST. <p>A 4-WHEEL DRIVE VEHICLE REQUIRED. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CAA) STATION WAS RECOVERED AS DESCRIBED IN THE 1962 DESCRIPTION AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. NO NOTICABLE DISPLACEMENT AT THE VICINITY OF STATION. <p>THE 1962 DESCRIPTION IS ADEQUATE. <p>STATION WAS NOT OCCUPIED AT THIS TIME. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTH OF AVENAL <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS) THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED, AND IN GOOD CONDITION. <p>SLOPE DISTANCES TO BOTH THE REFERENCE MARKS WERE MADE AND REDUCED TO HORIZONTAL. <p>THE 1951 ROUTE FOR THE STATION WAS USED IN RECOVERY AND FOUND TO BE ADEQUATE. 1932-01-01T00:00:00Z FU3740 AVENAL 1932 RM USGS http://www.geocaching.com/mark/details.asp?PID=FU3740 AVENAL 1932 RM USGS Geocache Geocache AVENAL 1932 RM USGS CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AVENAL 1932 RM USGS</h1> <b> PID </b> FU3740 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> AVENAL GAP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 48 13.62384(N) 119 56 23.92731(W) ADJUSTED <br> <b> NAVD 88 </b> 218. (meters) 715. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -3.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -34.53 (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 June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 552,618.682 1</td><td>915,036.218</td><td> MT </td><td>1.00004288</td><td> -0 ' 33 38.8"</td></tr><tr><td>SPC CA 4 </td><td>1,813,049.79 6</td><td>282,914.66 </td><td> sFT </td><td>1.00004288</td><td> -0 ' 33 38.8"</td></tr><tr><td>SPC CA 5 </td><td> 757,258.449 1</td><td>824,646.942</td><td> MT </td><td>1.00009090</td><td> -1 ' 06 20.9"</td></tr><tr><td>SPC CA 5 </td><td>2,484,438.76 5</td><td>986,362.51 </td><td> sFT </td><td>1.00009090</td><td> -1 ' 06 20.9"</td></tr><tr><td>UTM 11 </td><td>3,966,175.085 </td><td>234,334.687</td><td> MT </td><td>1.00046978</td><td> -1 ' 43 15.3"</td></tr><tr><td>UTM 10 </td><td>3,966,507.753 </td><td>776,515.733</td><td> MT </td><td>1.00054229</td><td> +1 ' 47 28.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99997121 x 1.00004288 = 1.00001409 <br> <b>SPC CA 5 </b> 0.99997121 x 1.00009090 = 1.00006211 <br> <b>UTM 11 </b> 0.99997121 x 1.00046978 = 1.00044098 <br> <b>UTM 10 </b> 0.99997121 x 1.00054229 = 1.00051349 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 48 13.62457(N) 119 56 23.92737(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 35 48 13.62325(N) 119 56 23.92316(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 35 48 13.77000(N) 119 56 20.44000(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: 11SKV3433566175(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>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC) RECOVERED AS DESCRIBED IN 1932. <p>1962 DISTANCE TO TRIANGULATION STATION STANDARD 1932 IS 48.44 FEET OR 14.766 METERS WEST. 1932-01-01T00:00:00Z FV1350 AVENAL CAIRN 1932 http://www.geocaching.com/mark/details.asp?PID=FV1350 AVENAL CAIRN 1932 Geocache Geocache AVENAL CAIRN 1932 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>AVENAL CAIRN 1932</h1> <b> PID </b> FV1350 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> TENT HILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 35 48 00.25219(N) 120 09 16.16430(W) ADJUSTED <br> <b> NAVD 88 </b> 811. (meters) 2661. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -7.34 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.70 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 4 </td><td> 552,417.993 1</td><td>895,642.754</td><td> MT </td><td>1.00004381</td><td> -0 ' 41 19.5"</td></tr><tr><td>SPC CA 4 </td><td>1,812,391.37 6</td><td>219,287.94 </td><td> sFT </td><td>1.00004381</td><td> -0 ' 41 19.5"</td></tr><tr><td>SPC CA 5 </td><td> 757,241.283 1</td><td>805,251.536</td><td> MT </td><td>1.00008971</td><td> -1 ' 13 41.1"</td></tr><tr><td>SPC CA 5 </td><td>2,484,382.44 5</td><td>922,729.41 </td><td> sFT </td><td>1.00008971</td><td> -1 ' 13 41.1"</td></tr><tr><td>UTM 10 </td><td>3,965,510.542 </td><td>757,138.448</td><td> MT </td><td>1.00041484</td><td> +1 ' 39 55.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99987802 x 1.00004381 = 0.99992182 <br> <b>SPC CA 5 </b> 0.99987802 x 1.00008971 = 0.99996772 <br> <b>UTM 10 </b> 0.99987802 x 1.00041484 = 1.00029281 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1992)</b> 35 48 00.25247(N) 120 09 16.16696(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 35 48 00.25065(N) 120 09 16.16586(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 35 48 00.39000(N) 120 09 12.66000(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: 10SGE5713865511(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>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (JCE) CAIRN HAS BEEN DESTROYED. 1966-01-01T00:00:00Z FU3107 B 1056 http://www.geocaching.com/mark/details.asp?PID=FU3107 B 1056 Geocache Geocache B 1056 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 1056</h1> <b> PID </b> FU3107 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> DUDLEY RIDGE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 58 41. (N) 119 45 16. (W) SCALED <br> <b> NAVD 88 </b> 57.79 (+/-2cm) 189.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.22 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 571,810. </td><td> 1,931,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 56.912 (m) 186.72 (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: 11SKV516850(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 1056 1966 <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>1966 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1966 18.1 MI SE FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG LOST HILLS ROAD, THENCE 9.5 MILES EAST ALONG UTICA AVENUE, THENCE 3.0 MILES NORTH ALONG A ROAD ALONG THE WEST SIDE OF WILBUR DITCH, IN R20E T22S, IN THE SOUTHEAST CORNER OF SECTION 25, 18.8 MILES SOUTHWEST OF CORCORAN, 1.0 MILE SOUTH OF BENCH MARK Z 999, AT THE JUNCTION OF A ROAD WEST ALONG THE NORTH SIDE OF A DITCH, IN THE TOP OF THE CENTER OF THE NORTH HEAD WALL OF A FLOOD GATE STRUCTURE, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 3.5 FEET NORTHWEST OF THE CENTER OF THE EAST ONE OF TWO VALVES, AND ABOUT LEVEL WITH THE ROAD. 1966-01-01T00:00:00Z FU2984 B 1057 http://www.geocaching.com/mark/details.asp?PID=FU2984 B 1057 Geocache Geocache B 1057 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 1057</h1> <b> PID </b> FU2984 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> WEST CAMP (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 49 09. (N) 119 46 19. (W) SCALED <br> <b> NAVD 88 </b> 63.46 (+/-2cm) 208.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.68 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 554,190. </td><td> 1,930,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 62.602 (m) 205.39 (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: 11SKV495674(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 1057 1966 <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>1966 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1966 17.3 MI NW FROM LOST HILLS. 4.85 MILES NORTH ALONG LOST HILLS ROAD FROM THE JUNCTION OF STATE HIGHWAY 46 AT LOST HILLS, THENCE 11.0 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.45 MILES EAST ALONG A TRACK ROAD, 1.0 MILE WEST OF BENCH MARK P 1056, IN R20E T24S, AT THE SOUTHWEST CORNER OF SECTION 24, AT A T JUNCTION FENCE CORNER, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTH OF THE SOUTH END OF A GATE, 1.6 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A FENCE, 2 FEET NORTHEAST OF THE CORNER POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. 1954-01-01T00:00:00Z GT0923 B 460 http://www.geocaching.com/mark/details.asp?PID=GT0923 B 460 Geocache Geocache B 460 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 460</h1> <b> PID </b> GT0923 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HANFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 16 23. (N) 119 38 13. (W) SCALED <br> <b> NAVD 88 </b> 70.02 (+/-2cm) 229.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.87 (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> 604,460. </td><td> 1,942,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 69.176 (m) 226.95 (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: 11SKA631174(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 460 1954 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1954 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </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 1957 3.9 MI N FROM GUERNSEY. 3.9 MILES NORTH ALONG 10TH AVENUE FROM THE GUERNSEY STORE AT GUERNSEY, IN T19S R21E, IN THE SOUTHEAST 1/4 OF SECTION 13, 0.25 MILE SOUTH OF THE BLAIR AIRPORT HANGAR, 0.2 MILE NORTH OF THE INTERSECTION OF IDAHO AVENUE, 24.3 FEET WEST OF THE CENTTER LINE OF THE AVENUE, 14 1/2 FEET NORTH OF THE CENTER LINE OF THE NORTHEAST ENTRANCE OF A CIRCULAR DRIVEWAY LEADING TO A FARMHOUSE WEST OF THE AVENUE, 4 1/2 FEET NORTH OF A FENCE CORNER POST, 1.3 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1955-01-01T00:00:00Z GT0687 B 514 http://www.geocaching.com/mark/details.asp?PID=GT0687 B 514 Geocache Geocache B 514 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 514</h1> <b> PID </b> GT0687 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 08 31. (N) 119 52 24. (W) SCALED <br> <b> NAVD 88 </b> 59.24 (+/-2cm) 194.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 590,080. </td><td> 1,921,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.358 (m) 191.46 (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: 11SKA414035(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 514 1955 <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>1955 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 4.4 MI SW FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 4.1 MILES SOUTHWEST ALONG STATE HIGHWAY 41, IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT D-MI 0.38, 19.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. IN THE SOUTHEAST QUARTER OF SECTION 35, T20S, R19E. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z GT0460 B 541 http://www.geocaching.com/mark/details.asp?PID=GT0460 B 541 Geocache Geocache B 541 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 541</h1> <b> PID </b> GT0460 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> CORCORAN (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 01 18. (N) 119 34 17. (W) SCALED <br> <b> NAVD 88 </b> 57.94 (+/-2cm) 190.1 (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> 576,530. </td><td> 1,948,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 57.094 (m) 187.32 (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: 11SKV682894(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 541 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1982 </td><td>POOR </td><td>LOCSUR</td></tr><tr><td>19970105</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 5.2 MI S FROM CORCORAN. 5.2 MILES SOUTH ALONG SIXTH AVENUE FROM THE JUNCTION OF WHITLEY AVENUE AT CORCORAN, IN R22E T22S, IN THE SOUTHEAST CORNER OF SECTION 10, AT THE INTERSECTION OF REDDING AVENUE, 198 YARDS NORTH AND ACROSS REDDING AVENUE FROM THE NORTHEAST CORNER OF THE DELTA MARKET, 79 FEET NORTH OF THE CENTER LINE OF REDDING AVENUE, 28 1/2 FEET WEST OF THE CENTER LINE OF SIXTH AVENUE, 2 FEET NORTH OF POWER POLE 10950 6-1 WITH A GUY WIRE, 1.6 FEET SOUTH OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THEN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1982) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (1997) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1997 MARK NOT FOUND. 1957-01-01T00:00:00Z GT0704 B 545 http://www.geocaching.com/mark/details.asp?PID=GT0704 B 545 Geocache Geocache B 545 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 545</h1> <b> PID </b> GT0704 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 12 21. (N) 119 50 26. (W) SCALED <br> <b> NAVD 88 </b> 62.28 (+/-2cm) 204.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.57 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 597,150. </td><td> 1,924,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 61.410 (m) 201.48 (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: 11SKA446105(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 545 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 2 MI W FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 0.3 MILE WEST ALONG LAUREL AVENUE, THENCE 1.0 MILE NORTH ALONG 21ST AVENUE, THENCE 0.4 MILE WEST ALONG AN ASPHALT ROAD, IN R20E T20S S7, AT THE JONES FARMS AIRPORT, 63 1/2 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 2.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR TEN METAL GRAIN STORAGE BINS, ABOUT 4 FEET HIGHER THAN THE RUNWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z GT0925 B 549 http://www.geocaching.com/mark/details.asp?PID=GT0925 B 549 Geocache Geocache B 549 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 549</h1> <b> PID </b> GT0925 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> HANFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 16 28. (N) 119 38 13. (W) SCALED <br> <b> NAVD 88 </b> 69.96 (+/-2cm) 229.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.87 (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> 604,620. </td><td> 1,942,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 69.115 (m) 226.75 (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: 11SKA631176(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: B 549 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 4.1 MI S FROM HANFORD. 1 BLOCK SOUTH ALONG DOUTY STREET FROM THE POST OFFICE AT HANFORD, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY 198, THENCE 3.6 MILES SOUTH ALONG 10TH AVENUE, IN T19S R21E, IN THE SOUTHEAST 1/4 OF SECTION 13, AT BLAIR AIRPORT, IN TOP OF THE CONCRETE FLOOR INSIDE THE SOUTH ENTRANCE OF THE HANGAR, 1.7 FEET NORTHEAST OF THE WEST DOOR COLUMN, 1.0 FOOT NORTH OF THE SOUTH EDGE OF THE CONCRETE FLOOR, AND LEVEL WITH THE FLOOR. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1957-01-01T00:00:00Z GT0686 B 665 RESET http://www.geocaching.com/mark/details.asp?PID=GT0686 B 665 RESET Geocache Geocache B 665 RESET CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 665 RESET</h1> <b> PID </b> GT0686 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> STRATFORD (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 14 25. (N) 119 49 00. (W) SCALED <br> <b> NAVD 88 </b> 62.17 (+/-2cm) 204.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.41 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 600,950. </td><td> 1,926,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 61.298 (m) 201.11 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA468142(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 665 RESET 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 3.9 MI N FROM STRATFORD. 0.3 MILE WEST ALONG MAIN STREET FROM THE POST OFFICE AT STRATFORD, THENCE 3.6 MILES NORTH ALONG STATE HIGHWAY 41, IN R20E T19S, IN THE NORTHEAST CORNER OF SECTION 32, AT THE INTERSECTION OF JERSEY AVENUE, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 2.5 FEET SOUTH OF A FENCE CORNER POST, 1.5 FEET NORTH OF A WITNESS POST, 1.3 FEET EAST OF THE FENCE, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 1942-01-01T00:00:00Z FU3150 B 666 http://www.geocaching.com/mark/details.asp?PID=FU3150 B 666 Geocache Geocache B 666 CGS CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 666</h1> <b> PID </b> FU3150 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LOS VIEJOS (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 57 53. (N) 119 57 24. (W) SCALED <br> <b> NAVD 88 </b> 141.64 (+/-2cm) 464.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.31 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 570,490. </td><td> 1,913,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 140.705 (m) 461.63 (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: 11SKV333840(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: B 666 1942 <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 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>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890302</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 7.1 MI SW FROM KETTLEMAN CITY. 4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 2.65 MILES EAST ALONG AN ASPHALT ROAD, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION OF A DIM TRACK ROAD LEADING WEST, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD, 1 1/2 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. SEC 31, T 22S, R 19E <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. 1948-01-01T00:00:00Z GT0475 B 761 http://www.geocaching.com/mark/details.asp?PID=GT0475 B 761 Geocache Geocache B 761 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 761</h1> <b> PID </b> GT0475 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> CORCORAN (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 59. (N) 119 35 35. (W) SCALED <br> <b> NAVD 88 </b> 59.61 (+/-2cm) 195.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 585,210. </td><td> 1,946,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.760 (m) 192.78 (f) ADJ UNCH 1 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKV665981(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BASE <br>STAMPING: B 761 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </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 1962 1.2 MI W FROM CORCORAN. 1.2 MILES WEST ALONG WHITLEY AVENUE FROM THE JUNCTION OF DAIRY AVENUE AT CORCORAN, AT CORCORAN AIRPORT, IN THE TOP OF THE SOUTHWEST SIDE OF A LARGE CONCRETE BASE FOR A GASOLINE PUMP, 62.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HANGAR, 8.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP, 0.8 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE BASE, AND 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. 1947-01-01T00:00:00Z GU1799 B 806 http://www.geocaching.com/mark/details.asp?PID=GU1799 B 806 Geocache Geocache B 806 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 806</h1> <b> PID </b> GU1799 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> LA CIMA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 04 28. (N) 120 04 54. (W) SCALED <br> <b> NAVD 88 </b> 148.37 (+/-2cm) 486.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.10 (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> 582,780. </td><td> 1,902,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 147.448 (m) 483.75 (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: 10SGE628961(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BLOCK <br>STAMPING: B 806 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1954 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 9.9 MI S FROM HURON. 8.7 MILES SOUTH ALONG LASSEN AVENUE FROM THE POST OFFICE AT HURON, THENCE 1.2 MILES EAST ALONG PLYMOUTH AVENUE, AT THE NORTHEAST CORNER OF THE FENCE AROUND THE PACIFIC GAS AND ELECTRIC CO. KETTLEMAN HILLS COMPRESSOR STATION, 80 1/2 FEET WEST OF THE CENTER LINE OF A DRIVEWAY TO THE MURRAY FIRE CONTROL STATION, 35.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION, 31 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.2 FEET EAST OF A FENCE CORNER POST, 2.9 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE BLOCK PROJECTING 0.8 FOOT ABOVE THE GROUND. NOTE-- THIS CONCRETE BLOCK HAS AN IRON PLUG IN THE CENTER. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. 1947-01-01T00:00:00Z GT0919 B 827 http://www.geocaching.com/mark/details.asp?PID=GT0919 B 827 Geocache Geocache B 827 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 827</h1> <b> PID </b> GT0919 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> REMNOY (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 20 50. (N) 119 30 06. (W) SCALED <br> <b> NAVD 88 </b> 79.07 (+/-2cm) 259.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.17 (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> 612,620. </td><td> 1,954,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 78.238 (m) 256.69 (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: 11SKA755253(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 827 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 4 MI W FROM GOSHEN. 2.8 MILES WEST ALONG AVENUE 308 FROM THE GOSHEN SCHOOL AT GOSHEN, THENCE 0.7 MILE WEST ALONG FAIRFAX AVENUE, THENCE 0.5 MILE WEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, IN R23E T18S S20, 0.8 MILE NORTHWEST OF PT 11 S (USGS), 0.35 MILE WEST OF MILEPOLE 244, 0.1 MILE WEST OF THE CROSSING OF A DIRT FARM ROAD, AT THE T JUNCTION OF A FARM ROAD LEADING SOUTH TO GRANGEVILLE BOULEVARD, 50.1 FEET SOUTH OF THE SOUTH RAIL, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD (MEASURED FROM THE APPROXIMATE CENTER OF A CURVE), 8.3 FEET EAST OF A FENCE CORNER POST, 1.5 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJETING 0.1 FOOT ABOVE THE GROUND. 1958-01-01T00:00:00Z FU3097 B 947 http://www.geocaching.com/mark/details.asp?PID=FU3097 B 947 Geocache Geocache B 947 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 947</h1> <b> PID </b> FU3097 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> DUDLEY RIDGE (1954) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 56 04. (N) 119 47 54. (W) SCALED <br> <b> NAVD 88 </b> 59.16 (+/-2cm) 194.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.40 (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> 567,000. </td><td> 1,927,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 58.273 (m) 191.18 (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: 11SKV475802(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 32 FEET <br>STAMPING: B 947 1958 <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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 12.6 MI SE FROM KETTLEMAN CITY. 0.4 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE POST OFFICE AT KETTLEMAN CITY, THENCE 5.2 MILES SOUTH ALONG 25TH AVENUE, THENCE 7.0 MILES EAST ALONG UTICA AVENUE, 0.2 MILE WEST OF THE JUNCTION OF A DIRT FARM ROAD LEADING SOUTH, 0.1 MILE EAST OF BENCH MARK W 666 RESET 1971, 48.0 FEET SOUTH OF THE CENTERLINE OF THE AVENUE, 2.7 FEET WEST OF AN 8X8-INCH WOODEN POST PROJECTING 6 FEET ABOVE THE GROUND, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND CLAMPED TO THE TOP OF A 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL AT A DEPTH OF 32 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. 1963-01-01T00:00:00Z FV0926 B 963 http://www.geocaching.com/mark/details.asp?PID=FV0926 B 963 Geocache Geocache B 963 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>B 963</h1> <b> PID </b> FV0926 <br> <b> STATE/COUNTY</b> CA/KINGS <br> <b> USGS QUAD </b> KETTLEMAN PLAIN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 54 51. (N) 120 04 00. (W) SCALED <br> <b> NAVD 88 </b> 187.22 (+/-2cm) 614.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.17 (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 e