Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comJR052912 1http://www.geocaching.com/mark/details.asp?PID=JR052912 1GeocacheGeocache12 1NVGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 1</h1> <b> PID </b> JR0529 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 51 12. (N) 119 47 29. (W) SCALED <br> <b> NAVD 88 </b> 1484.29 (+/-2cm) 4869.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.48 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 2 </td><td> 634,060. </td><td> 2,191,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1483.105 (m) 4865.82 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 11SKD577042(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: 12-1 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 15, 2001 <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>NVGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20010115</td><td>GOOD </td><td>NVGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 2 MI N FROM FREDERICKSBURG. ABOUT 2.0 MILES NORTH ALONG A COUNTY ASPHALT ROAD FROM THE SCHOOLHOUSE AT FREDERICKSBURG, 0.15 MILES SOUTH OF THE CALIFORNIA-NEVADA STATE LINE, ABOUT 60 YARDS SOUTHWEST OF AN 18-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 68 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY NEVADA GEODETIC SURVEY 2001 (DRH) RECOVERED IN GOOD CONDITION. JR04545634.029http://www.geocaching.com/mark/details.asp?PID=JR04545634.029GeocacheGeocache5634.029USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5634.029</h1> <b> PID </b> JR0454 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 46 32. (N) 119 49 22. (W) SCALED <br> <b> NAVD 88 </b> 1717.27 (+/-2cm) 5634.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.25 (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 2 </td><td> 625,360. </td><td> 2,189,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1715.973 (m) 5629.82 (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: 11SKC547956(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 AT WOODFORDS. AT WOODFORDS, ALPINE COUNTY, ON STATE HIGHWAY 8, 49 FEET SOUTHWEST OF A FLAG POLE IN A TRIANGLE FORMED BY A ROAD JUNCTION, 42 FEET NORTH OF THE NORTH CORNER OF A SMALL WOODEN BUILDING, 18 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO CARSON PASS, AND 2.5 FEET NORTHEAST OF A FENCE CORNER. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE TOP OF A 3-INCH PIPE. JR0453A 183 RESEThttp://www.geocaching.com/mark/details.asp?PID=JR0453A 183 RESETGeocacheGeocacheA 183 RESETCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 183 RESET</h1> <b> PID </b> JR0453 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 45 49. (N) 119 51 20. (W) SCALED <br> <b> NAVD 88 </b> 1874.68 (+/-2cm) 6150.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.12 (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 2 </td><td> 623,970. </td><td> 2,186,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1873.31 (m) 6146.0 (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: 11SKC518944(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: A 183 RESET 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>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1963 2 MI SW FROM WOODFORDS. 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM WOODFORDS, NEAR ENGINEER STATION 140, ABOUT 75 FEET NORTH OF THE HIGHWAY CENTERLINE, ABOUT 35 FEET FROM A PINE TREE WITH A SPIKE, ABOUT 130 FEET FROM A POWER POLE RIGHT OF STATION 103, AND APPROXIMATELY 22 FEET LOWER THAN THE ROADWAY. JR0460A 194http://www.geocaching.com/mark/details.asp?PID=JR0460A 194GeocacheGeocacheA 194CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 194</h1> <b> PID </b> JR0460 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 50 15. (N) 119 47 41. (W) SCALED <br> <b> NAVD 88 </b> 1537.11 (+/-2cm) 5043.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.43 (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 2 </td><td> 632,290. </td><td> 2,191,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1535.911 (m) 5039.07 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKD574024(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 194 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 5.8 MI NE FROM WOODFORDS. ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM WOODFORDS, THENCE 2.2 MILES NORTH ALONG A COUNTY ASPHALT ROAD, 0.8 MILE NORTH ALONG AN ASPHALT ROAD FROM THE SCHOOLHOUSE AT FREDERICKSBURG, CALIFORNIA, ABOUT 210 FEET NORTH OF A STUCCO HOUSE, AT A CURVE IN THE ROAD, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF THE CENTER OF A SMALL GATE AT THE ENTRANCE TO A FIELD, 4.3 FEET NORTH OF TELEPHONE POLE NO. 11430, 2.0 FEET WEST OF A WIRE FENCE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT ONE FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE THE GROUND. JR0452B 183http://www.geocaching.com/mark/details.asp?PID=JR0452B 183GeocacheGeocacheB 183CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 183</h1> <b> PID </b> JR0452 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> FREEL PEAK (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 46 36. (N) 119 52 56. (W) SCALED <br> <b> NAVD 88 </b> 2018.87 (+/-2cm) 6623.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.02 (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 2 </td><td> 625,360. </td><td> 2,184,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 2017.495 (m) 6619.06 (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: 11SKC496959(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: B 183 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 3.7 MI SW FROM WOODFORDS. 3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM WOODFORDS, ALPINE COUNTY, 72 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 72 FEET NORTHEAST OF A 3- FOOT PINE TREE, 66 FEET NORTHWEST OF A 2-FOOT PINE TREE, IN THE TOP OF A LARGE GRANITE BOULDER, AND ABOUT 15 FEET HIGHER THAN THE ROADWAY. A STANDARD DISK, STAMPED B 183 1934. JR0457B 194http://www.geocaching.com/mark/details.asp?PID=JR0457B 194GeocacheGeocacheB 194CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 194</h1> <b> PID </b> JR0457 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 48 50. (N) 119 46 48. (W) SCALED <br> <b> NAVD 88 </b> 1546.08 (+/-2cm) 5072.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.46 (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 2 </td><td> 629,700. </td><td> 2,192,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1544.883 (m) 5068.50 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKC586997(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 194 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 4 MI NE FROM WOODFORDS. ABOUT 3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 8 FROM THE CENTER OF WOODFORDS, THENCE 0.4 MILES NORTH ALONG AN ASPHALT ROAD, 1.1 MILES SOUTH ALONG AN ASPHALT ROAD FROM THE SCHOOL AT FREDERICKSBURG, AT THE SOUTH END OF A ROW OF SMALL TREES, AT THE OUTSIDE OF A CURVE, ABOUT 350 FEET NORTH OF A POINT WHERE A POWER LINE CROSSES OVER THE ROAD, 26 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET ABOVE THE GROUND. JR1140BALDhttp://www.geocaching.com/mark/details.asp?PID=JR1140BALDGeocacheGeocacheBALDCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BALD</h1> <b> PID </b> JR1140 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 45 33.11038(N) 119 41 11.89757(W) ADJUSTED <br> <b> NAVD 88 </b> 1989.3 (meters) 6527. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.21 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.52 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 623,835.792 2</td><td>201,040.051</td><td> MT </td><td>0.99993072</td><td> +1 ' 27 30.6"</td></tr><tr><td>SPC CA 2 </td><td>2,046,701.26 7</td><td>221,245.57 </td><td> sFT </td><td>0.99993072</td><td> +1 ' 27 30.6"</td></tr><tr><td>SPC CA 3 </td><td> 751,053.415 2</td><td>070,701.857</td><td> MT </td><td>1.00008405</td><td> +0 ' 29 52.7"</td></tr><tr><td>SPC CA 3 </td><td>2,464,081.08 6</td><td>793,627.68 </td><td> sFT </td><td>1.00008405</td><td> +0 ' 29 52.7"</td></tr><tr><td>SPC NV W </td><td>4,445,446.928 </td><td>704,109.850</td><td> MT </td><td>1.00001319</td><td> -0 ' 41 26.8"</td></tr><tr><td>UTM 11 </td><td>4,293,482.908 </td><td>266,554.122</td><td> MT </td><td>1.00027114</td><td> -1 ' 40 57.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99969182 x 0.99993072 = 0.99962257 <br> <b>SPC CA 3 </b> 0.99969182 x 1.00008405 = 0.99977585 <br> <b>SPC NV W </b> 0.99969182 x 1.00001319 = 0.99970501 <br> <b>UTM 11 </b> 0.99969182 x 1.00027114 = 0.99996288 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> BARBER </td><td>291° 33' 40.6"</td></tr><tr><td>SPC CA 3 </td><td> BARBER </td><td>292° 31' 18.5"</td></tr><tr><td>SPC NV W </td><td> BARBER </td><td>293° 42' 38.0"</td></tr><tr><td>UTM 11 </td><td> BARBER </td><td>294° 42' 09.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>JR1143</td><td>BARBER </td><td>APPROX. 5.1 KM</td><td>293° 01' 11.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 45 33.07008(N) 119 41 11.88030(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 45 33.23083(N) 119 41 07.96609(W) AD( ) 3 <br> NGVD 29 (07/19/86) 1988.0 (m) 6522. (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: 11SKC6655493483(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>1894 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (CHS) STATION IS ON THE E SIDE OF EAST FORK OF CARSON RIVER ON ONE OF THE LOW RIDGES PUTTING OUT FROM MAIN RANGE FROM THE W. IT IS ABOUT 1 MILE E OF EAST FORK AND ABOUT 1-1/2 MILES S OF THE ROAD RUNNING FROM EAST FORK TO REILLEYS RANCH. <p>TO REACH STATION LEAVE ROAD TO REILLEYS ABOUT 1/2 MILE AFTER IT LEAVES ROAD RUNNING UP EAST FORK, THEN TURN TO S AND TAKE OLD WOOD ROAD RUNNING UP RIDGE. GROUND AT STATION IS ROCKY, STATION IS MARKED BY A HOLE DRILLED IN ROCK PROJECTING 2 FEET ABOVE THE GROUND. A FEW SECOND-GROWTH PINES ARE GROWING NEAR STATION. <p> <h2>STATION RECOVERY (1940) </h2> <p>RECOVERY NOTE BY US FOREST SERVICE 1940 STATION RECOVERED. DRILL HOLE IN ROCK AND ORIGINAL SIGNAL POLES IN PLACE. JR1214BOUNDARY MON 10 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1214BOUNDARY MON 10 CA NVGeocacheGeocacheBOUNDARY MON 10 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 10 CA NV</h1> <b> PID </b> JR1214 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 51 44.87381(N) 119 48 04.42047(W) ADJUSTED <br> <b> NAVD 88 </b> 1488. (meters) 4882. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -12.26 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.46 (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. No horizontal observational check was made to the station. 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 2 </td><td> 635,048.305 2</td><td>190,806.440</td><td> MT </td><td>0.99992216</td><td> +1 ' 23 10.5"</td></tr><tr><td>SPC CA 2 </td><td>2,083,487.65 7</td><td>187,670.80 </td><td> sFT </td><td>0.99992216</td><td> +1 ' 23 10.5"</td></tr><tr><td>SPC NV W </td><td>4,457,036.593 </td><td>694,303.090</td><td> MT </td><td>1.00003753</td><td> -0 ' 45 51.3"</td></tr><tr><td>UTM 11 </td><td>4,305,244.025 </td><td>256,947.077</td><td> MT </td><td>1.00032750</td><td> -1 ' 45 30.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99977039 x 0.99992216 = 0.99969257 <br> <b>SPC NV W </b> 0.99977039 x 1.00003753 = 0.99980792 <br> <b>UTM 11 </b> 0.99977039 x 1.00032750 = 1.00009782 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 51 44.84123(N) 119 48 04.39263(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 51 45.01000(N) 119 48 00.62000(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: 11SKD5694705244(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. ORIGINAL CEDAR POST IN PLACE AND IN FAIR CONDITION. JR1211BOUNDARY MON 11 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1211BOUNDARY MON 11 CA NVGeocacheGeocacheBOUNDARY MON 11 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 11 CA NV</h1> <b> PID </b> JR1211 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 51 14.96363(N) 119 47 20.97390(W) ADJUSTED <br> <b> NAVD 88 </b> 1484. (meters) 4869. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -9.41 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.49 (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. No horizontal observational check was made to the station. 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 2 </td><td> 634,151.721 2</td><td>191,875.956</td><td> MT </td><td>0.99992272</td><td> +1 ' 23 37.9"</td></tr><tr><td>SPC CA 2 </td><td>2,080,546.10 7</td><td>191,179.70 </td><td> sFT </td><td>0.99992272</td><td> +1 ' 23 37.9"</td></tr><tr><td>SPC NV W </td><td>4,456,100.402 </td><td>695,338.327</td><td> MT </td><td>1.00003485</td><td> -0 ' 45 23.5"</td></tr><tr><td>UTM 11 </td><td>4,304,289.738 </td><td>257,966.208</td><td> MT </td><td>1.00032141</td><td> -1 ' 45 02.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99977103 x 0.99992272 = 0.99969377 <br> <b>SPC NV W </b> 0.99977103 x 1.00003485 = 0.99980587 <br> <b>UTM 11 </b> 0.99977103 x 1.00032141 = 1.00009236 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 51 14.92986(N) 119 47 20.94684(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 51 15.11222(N) 119 47 17.11619(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: 11SKD5796604290(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION. GRANITE POST BROKEN AS DESCRIBED. JR1208BOUNDARY MON 12 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1208BOUNDARY MON 12 CA NVGeocacheGeocacheBOUNDARY MON 12 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 12 CA NV</h1> <b> PID </b> JR1208 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 50 26.22886(N) 119 46 10.27208(W) ADJUSTED <br> <b> NAVD 88 </b> 1487. (meters) 4879. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -5.47 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.52 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 632,691.114 2</td><td>193,616.970</td><td> MT </td><td>0.99992370</td><td> +1 ' 24 22.5"</td></tr><tr><td>SPC CA 2 </td><td>2,075,754.10 7</td><td>196,891.68 </td><td> sFT </td><td>0.99992370</td><td> +1 ' 24 22.5"</td></tr><tr><td>SPC NV W </td><td>4,454,575.331 </td><td>697,023.496</td><td> MT </td><td>1.00003054</td><td> -0 ' 44 38.4"</td></tr><tr><td>UTM 11 </td><td>4,302,735.224 </td><td>259,625.140</td><td> MT </td><td>1.00031156</td><td> -1 ' 44 15.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99977056 x 0.99992370 = 0.99969428 <br> <b>SPC NV W </b> 0.99977056 x 1.00003054 = 0.99980110 <br> <b>UTM 11 </b> 0.99977056 x 1.00031156 = 1.00008205 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 50 26.22811(N) 119 46 10.27160(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 50 26.20107(N) 119 46 10.25195(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 50 26.54000(N) 119 46 06.71000(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: 11SKD5962502735(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED AS DESCRIBED. GRANITE POST LEANS ABOUT 5 DEG TO THE SE. JR1206BOUNDARY MON 13 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1206BOUNDARY MON 13 CA NVGeocacheGeocacheBOUNDARY MON 13 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 13 CA NV</h1> <b> PID </b> JR1206 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 50 14.04393(N) 119 45 52.60384(W) ADJUSTED <br> <b> NAVD 88 </b> 1490. (meters) 4888. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -4.52 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.53 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 632,325.980 2</td><td>194,052.151</td><td> MT </td><td>0.99992395</td><td> +1 ' 24 33.6"</td></tr><tr><td>SPC CA 2 </td><td>2,074,556.15 7</td><td>198,319.43 </td><td> sFT </td><td>0.99992395</td><td> +1 ' 24 33.6"</td></tr><tr><td>SPC NV W </td><td>4,454,194.086 </td><td>697,444.716</td><td> MT </td><td>1.00002947</td><td> -0 ' 44 27.1"</td></tr><tr><td>UTM 11 </td><td>4,302,346.622 </td><td>260,039.801</td><td> MT </td><td>1.00030911</td><td> -1 ' 44 04.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99977010 x 0.99992395 = 0.99969406 <br> <b>SPC NV W </b> 0.99977010 x 1.00002947 = 0.99979956 <br> <b>UTM 11 </b> 0.99977010 x 1.00030911 = 1.00007913 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 50 14.04318(N) 119 45 52.60336(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 50 14.01594(N) 119 45 52.58419(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 50 14.37000(N) 119 45 49.05000(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: 11SKD6004002347(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION AS DESCRIBED. POST IS SLIGHTLY LOOSE. JR1210BOUNDARY MON 14 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1210BOUNDARY MON 14 CA NVGeocacheGeocacheBOUNDARY MON 14 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 14 CA NV</h1> <b> PID </b> JR1210 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 49 51.73408(N) 119 45 20.22464(W) ADJUSTED <br> <b> NAVD 88 </b> 1519. (meters) 4984. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -3.21 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.54 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 631,657.522 2</td><td>194,849.761</td><td> MT </td><td>0.99992442</td><td> +1 ' 24 54.0"</td></tr><tr><td>SPC CA 2 </td><td>2,072,363.05 7</td><td>200,936.26 </td><td> sFT </td><td>0.99992442</td><td> +1 ' 24 54.0"</td></tr><tr><td>SPC NV W </td><td>4,453,496.101 </td><td>698,216.765</td><td> MT </td><td>1.00002753</td><td> -0 ' 44 06.4"</td></tr><tr><td>UTM 11 </td><td>4,301,635.156 </td><td>260,799.841</td><td> MT </td><td>1.00030462</td><td> -1 ' 43 43.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99976555 x 0.99992442 = 0.99968999 <br> <b>SPC NV W </b> 0.99976555 x 1.00002753 = 0.99979307 <br> <b>UTM 11 </b> 0.99976555 x 1.00030462 = 1.00007010 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 49 51.73322(N) 119 45 20.22320(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 49 51.69743(N) 119 45 20.20069(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 49 51.83000(N) 119 45 16.29000(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: 11SKD6080001635(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. JR1153BOUNDARY MON 15 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1153BOUNDARY MON 15 CA NVGeocacheGeocacheBOUNDARY MON 15 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 15 CA NV</h1> <b> PID </b> JR1153 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 48 55.15492(N) 119 43 58.22260(W) ADJUSTED <br> <b> NAVD 88 </b> 1683. (meters) 5522. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -1.14 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.55 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 629,962.568 2</td><td>196,870.411</td><td> MT </td><td>0.99992566</td><td> +1 ' 25 45.7"</td></tr><tr><td>SPC CA 2 </td><td>2,066,802.19 7</td><td>207,565.67 </td><td> sFT </td><td>0.99992566</td><td> +1 ' 25 45.7"</td></tr><tr><td>SPC NV W </td><td>4,451,726.355 </td><td>700,172.599</td><td> MT </td><td>1.00002268</td><td> -0 ' 43 14.1"</td></tr><tr><td>UTM 11 </td><td>4,299,831.274 </td><td>262,725.227</td><td> MT </td><td>1.00029332</td><td> -1 ' 42 49.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99973983 x 0.99992566 = 0.99966551 <br> <b>SPC NV W </b> 0.99973983 x 1.00002268 = 0.99976250 <br> <b>UTM 11 </b> 0.99973983 x 1.00029332 = 1.00003307 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 48 55.15430(N) 119 43 58.22164(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 48 55.11723(N) 119 43 58.20027(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 48 55.26000(N) 119 43 54.30000(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: 11SKC6272599831(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION AS DESCRIBED. JR1150BOUNDARY MON 16 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1150BOUNDARY MON 16 CA NVGeocacheGeocacheBOUNDARY MON 16 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 16 CA NV</h1> <b> PID </b> JR1150 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 48 39.56682(N) 119 43 35.64024(W) ADJUSTED <br> <b> NAVD 88 </b> 1598. (meters) 5243. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -0.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.55 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 629,495.677 2</td><td>197,427.030</td><td> MT </td><td>0.99992602</td><td> +1 ' 25 60.0"</td></tr><tr><td>SPC CA 2 </td><td>2,065,270.40 7</td><td>209,391.85 </td><td> sFT </td><td>0.99992602</td><td> +1 ' 25 60.0"</td></tr><tr><td>SPC NV W </td><td>4,451,238.865 </td><td>700,711.363</td><td> MT </td><td>1.00002136</td><td> -0 ' 42 59.7"</td></tr><tr><td>UTM 11 </td><td>4,299,334.385 </td><td>263,255.603</td><td> MT </td><td>1.00029023</td><td> -1 ' 42 34.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99975316 x 0.99992602 = 0.99967920 <br> <b>SPC NV W </b> 0.99975316 x 1.00002136 = 0.99977451 <br> <b>UTM 11 </b> 0.99975316 x 1.00029023 = 1.00004332 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 48 39.56622(N) 119 43 35.63932(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 48 39.52893(N) 119 43 35.61844(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 48 39.65000(N) 119 43 31.68000(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: 11SKC6325699334(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 DESTROYED. AN EXTENSIVE SEARCH FAILED TO REVEAL ANY TRACE OF THIS STATION. GENERAL LAND OFFICE MEN ALSO LOOKED FOR THIS STATION AND FOUND NO TRACE OF IT. JR1145BOUNDARY MON 17 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1145BOUNDARY MON 17 CA NVGeocacheGeocacheBOUNDARY MON 17 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 17 CA NV</h1> <b> PID </b> JR1145 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 48 03.04874(N) 119 42 42.71767(W) ADJUSTED <br> <b> NAVD 88 </b> 1793. (meters) 5883. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> -0.06 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.55 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 628,402.063 2</td><td>198,731.732</td><td> MT </td><td>0.99992688</td><td> +1 ' 26 33.3"</td></tr><tr><td>SPC CA 2 </td><td>2,061,682.44 7</td><td>213,672.36 </td><td> sFT </td><td>0.99992688</td><td> +1 ' 26 33.3"</td></tr><tr><td>SPC NV W </td><td>4,450,096.970 </td><td>701,974.240</td><td> MT </td><td>1.00001829</td><td> -0 ' 42 26.0"</td></tr><tr><td>UTM 11 </td><td>4,298,170.465 </td><td>264,498.833</td><td> MT </td><td>1.00028300</td><td> -1 ' 42 00.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99972258 x 0.99992688 = 0.99964948 <br> <b>SPC NV W </b> 0.99972258 x 1.00001829 = 0.99974086 <br> <b>UTM 11 </b> 0.99972258 x 1.00028300 = 1.00000550 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 48 03.04831(N) 119 42 42.71703(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 48 03.01007(N) 119 42 42.69667(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 48 03.16000(N) 119 42 38.80000(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: 11SKC6449998170(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 STATION FOUND AS DESCRIBED. CONDITION GOOD. JR1147BOUNDARY MON 18 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1147BOUNDARY MON 18 CA NVGeocacheGeocacheBOUNDARY MON 18 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 18 CA NV</h1> <b> PID </b> JR1147 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 47 21.41388(N) 119 41 42.44402(W) ADJUSTED <br> <b> NAVD 88 </b> 1574. (meters) 5164. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> 0.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.54 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 627,155.440 2</td><td>200,218.133</td><td> MT </td><td>0.99992789</td><td> +1 ' 27 11.3"</td></tr><tr><td>SPC CA 2 </td><td>2,057,592.47 7</td><td>218,548.99 </td><td> sFT </td><td>0.99992789</td><td> +1 ' 27 11.3"</td></tr><tr><td>SPC NV W </td><td>4,448,795.351 </td><td>703,412.960</td><td> MT </td><td>1.00001484</td><td> -0 ' 41 47.6"</td></tr><tr><td>UTM 11 </td><td>4,296,843.768 </td><td>265,915.158</td><td> MT </td><td>1.00027481</td><td> -1 ' 41 20.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99975691 x 0.99992789 = 0.99968482 <br> <b>SPC NV W </b> 0.99975691 x 1.00001484 = 0.99977175 <br> <b>UTM 11 </b> 0.99975691 x 1.00027481 = 1.00003166 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 47 21.41384(N) 119 41 42.44385(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 47 21.37470(N) 119 41 42.42415(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 47 21.53000(N) 119 41 38.53000(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: 11SKC6591596844(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION AS DESCRIBED. JR1151BOUNDARY MON 19 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1151BOUNDARY MON 19 CA NVGeocacheGeocacheBOUNDARY MON 19 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 19 CA NV</h1> <b> PID </b> JR1151 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 38 46 54.45161(N) 119 41 03.43348(W) ADJUSTED <br> <b> NAVD 88 </b> 1854. (meters) 6083. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> 1.52 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.53 (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 1998. No horizontal observational check was made to the station. <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 2 </td><td> 626,348.278 2</td><td>201,180.427</td><td> MT </td><td>0.99992857</td><td> +1 ' 27 35.9"</td></tr><tr><td>SPC CA 2 </td><td>2,054,944.31 7</td><td>221,706.12 </td><td> sFT </td><td>0.99992857</td><td> +1 ' 27 35.9"</td></tr><tr><td>SPC NV W </td><td>4,447,952.589 </td><td>704,344.380</td><td> MT </td><td>1.00001264</td><td> -0 ' 41 22.7"</td></tr><tr><td>UTM 11 </td><td>4,295,984.777 </td><td>266,832.077</td><td> MT </td><td>1.00026953</td><td> -1 ' 40 55.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99971300 x 0.99992857 = 0.99964159 <br> <b>SPC NV W </b> 0.99971300 x 1.00001264 = 0.99972564 <br> <b>UTM 11 </b> 0.99971300 x 1.00026953 = 0.99998246 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 46 54.45147(N) 119 41 03.43328(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 38 46 54.41181(N) 119 41 03.41429(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 46 54.57000(N) 119 40 59.52000(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: 11SKC6683295985(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION, AS DESCRIBED. JR1158BOUNDARY MON 21 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1158BOUNDARY MON 21 CA NVGeocacheGeocacheBOUNDARY MON 21 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 21 CA NV</h1> <b> PID </b> JR1158 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> CARTERS STATION (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 45 28.69974(N) 119 38 59.43342(W) ADJUSTED <br> <b> NAVD 88 </b> 1952. (meters) 6404. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.93 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.50 (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. No horizontal observational check was made to the station. 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 2 </td><td> 623,781.885 2</td><td>204,240.540</td><td> MT </td><td>0.99993084</td><td> +1 ' 28 54.1"</td></tr><tr><td>SPC CA 2 </td><td>2,046,524.40 7</td><td>231,745.84 </td><td> sFT </td><td>0.99993084</td><td> +1 ' 28 54.1"</td></tr><tr><td>SPC CA 3 </td><td> 750,945.828 2</td><td>073,901.481</td><td> MT </td><td>1.00008368</td><td> +0 ' 31 13.8"</td></tr><tr><td>SPC CA 3 </td><td>2,463,728.10 6</td><td>804,125.11 </td><td> sFT </td><td>1.00008368</td><td> +0 ' 31 13.8"</td></tr><tr><td>SPC NV W </td><td>4,445,273.013 </td><td>707,306.317</td><td> MT </td><td>1.00000577</td><td> -0 ' 40 03.8"</td></tr><tr><td>UTM 11 </td><td>4,293,253.626 </td><td>269,747.905</td><td> MT </td><td>1.00025290</td><td> -1 ' 39 34.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99969762 x 0.99993084 = 0.99962848 <br> <b>SPC CA 3 </b> 0.99969762 x 1.00008368 = 0.99978128 <br> <b>SPC NV W </b> 0.99969762 x 1.00000577 = 0.99970339 <br> <b>UTM 11 </b> 0.99969762 x 1.00025290 = 0.99995044 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 45 28.65736(N) 119 38 59.41601(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 45 28.83000(N) 119 38 55.53000(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: 11SKC6974893254(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION, AS DESCRIBED. JR1171BOUNDARY MON 22 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1171BOUNDARY MON 22 CA NVGeocacheGeocacheBOUNDARY MON 22 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 22 CA NV</h1> <b> PID </b> JR1171 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> TOPAZ LAKE (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 43 49.96969(N) 119 36 36.81883(W) ADJUSTED <br> <b> NAVD 88 </b> 2340. (meters) 7677. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.87 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.52 (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. No horizontal observational check was made to the station. 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 2 </td><td> 620,828.459 2</td><td>207,762.555</td><td> MT </td><td>0.99993366</td><td> +1 ' 30 24.0"</td></tr><tr><td>SPC CA 2 </td><td>2,036,834.70 7</td><td>243,300.98 </td><td> sFT </td><td>0.99993366</td><td> +1 ' 30 24.0"</td></tr><tr><td>SPC CA 3 </td><td> 747,933.268 2</td><td>077,373.948</td><td> MT </td><td>1.00007535</td><td> +0 ' 32 41.1"</td></tr><tr><td>SPC CA 3 </td><td>2,453,844.40 6</td><td>815,517.69 </td><td> sFT </td><td>1.00007535</td><td> +0 ' 32 41.1"</td></tr><tr><td>SPC NV W </td><td>4,442,189.361 </td><td>710,715.327</td><td> MT </td><td>0.99999814</td><td> -0 ' 38 33.1"</td></tr><tr><td>UTM 11 </td><td>4,290,110.681 </td><td>273,103.851</td><td> MT </td><td>1.00023400</td><td> -1 ' 38 01.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99963678 x 0.99993366 = 0.99957046 <br> <b>SPC CA 3 </b> 0.99963678 x 1.00007535 = 0.99971210 <br> <b>SPC NV W </b> 0.99963678 x 0.99999814 = 0.99963492 <br> <b>UTM 11 </b> 0.99963678 x 1.00023400 = 0.99987069 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 43 49.92642(N) 119 36 36.80228(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 43 50.24325(N) 119 36 33.14743(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: 11SKC7310490111(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED AS DESCRIBED. JR1204BOUNDARY MON 8 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1204BOUNDARY MON 8 CA NVGeocacheGeocacheBOUNDARY MON 8 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 8 CA NV</h1> <b> PID </b> JR1204 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> MINDEN (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 52 53.98242(N) 119 49 44.81417(W) ADJUSTED <br> <b> NAVD 88 </b> 1604.3 (meters) 5263. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -17.60 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.36 (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. No horizontal observational check was made to the station. 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 2 </td><td> 637,120.449 2</td><td>188,335.997</td><td> MT </td><td>0.99992092</td><td> +1 ' 22 07.2"</td></tr><tr><td>SPC CA 2 </td><td>2,090,286.01 7</td><td>179,565.68 </td><td> sFT </td><td>0.99992092</td><td> +1 ' 22 07.2"</td></tr><tr><td>SPC NV W </td><td>4,459,200.243 </td><td>691,911.863</td><td> MT </td><td>1.00004382</td><td> -0 ' 46 55.5"</td></tr><tr><td>UTM 11 </td><td>4,307,449.498 </td><td>254,593.070</td><td> MT </td><td>1.00034166</td><td> -1 ' 46 36.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99975218 x 0.99992092 = 0.99967312 <br> <b>SPC NV W </b> 0.99975218 x 1.00004382 = 0.99979599 <br> <b>UTM 11 </b> 0.99975218 x 1.00034166 = 1.00009375 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 52 53.95605(N) 119 49 44.79013(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 52 54.21666(N) 119 49 41.09363(W) AD( ) 3 <br> NGVD 29 (07/19/86) 1603.0 (m) 5259. (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: 11SKD5459307449(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 RECOVERED IN GOOD CONDITION AS DESCRIBED. STATION MARK IS A 5/8-INCH DRILL HOLE IN GRANITE BOULDER. JR1213BOUNDARY MON 9 CA NVhttp://www.geocaching.com/mark/details.asp?PID=JR1213BOUNDARY MON 9 CA NVGeocacheGeocacheBOUNDARY MON 9 CA NVCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BOUNDARY MON 9 CA NV</h1> <b> PID </b> JR1213 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 52 15.92018(N) 119 48 49.51874(W) ADJUSTED <br> <b> NAVD 88 </b> 1488. (meters) 4882. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -14.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.41 (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. No horizontal observational check was made to the station. 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 2 </td><td> 635,979.101 2</td><td>189,696.521</td><td> MT </td><td>0.99992159</td><td> +1 ' 22 42.1"</td></tr><tr><td>SPC CA 2 </td><td>2,086,541.43 7</td><td>184,029.34 </td><td> sFT </td><td>0.99992159</td><td> +1 ' 22 42.1"</td></tr><tr><td>SPC NV W </td><td>4,458,008.497 </td><td>693,228.756</td><td> MT </td><td>1.00004034</td><td> -0 ' 46 20.1"</td></tr><tr><td>UTM 11 </td><td>4,306,234.715 </td><td>255,889.462</td><td> MT </td><td>1.00033384</td><td> -1 ' 46 00.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99977038 x 0.99992159 = 0.99969199 <br> <b>SPC NV W </b> 0.99977038 x 1.00004034 = 0.99981071 <br> <b>UTM 11 </b> 0.99977038 x 1.00033384 = 1.00010414 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 52 15.88890(N) 119 48 49.49066(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 52 16.09000(N) 119 48 45.76000(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: 11SKD5588906235(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>1899 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1940 </td><td>SEE DESCRIPTION </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1940 STATION RECOVERED AS DESCRIBED. PART OF CEDAR POST IS STILL INTACT AND IN PLACE. JR1195BRYANThttp://www.geocaching.com/mark/details.asp?PID=JR1195BRYANTGeocacheGeocacheBRYANTCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BRYANT</h1> <b> PID </b> JR1195 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> EBBETTS PASS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 32 33.82329(N) 119 52 33.19059(W) ADJUSTED <br> <b> NAVD 88 </b> 2244.4 (meters) 7364. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -23.96 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 599,412.245 2</td><td>185,158.368</td><td> MT </td><td>0.99995911</td><td> +1 ' 20 21.1"</td></tr><tr><td>SPC CA 2 </td><td>1,966,571.67 7</td><td>169,140.41 </td><td> sFT </td><td>0.99995911</td><td> +1 ' 20 21.1"</td></tr><tr><td>UTM 11 </td><td>4,269,956.093 </td><td>249,353.295</td><td> MT </td><td>1.00037373</td><td> -1 ' 47 34.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99965173 x 0.99995911 = 0.99961085 <br> <b>UTM 11 </b> 0.99965173 x 1.00037373 = 1.00002533 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> DEER </td><td>272° 18' 38.2"</td></tr><tr><td>UTM 11 </td><td> DEER </td><td>275° 26' 33.7"</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>JR1194</td><td>X ALP 4 144 </td><td> 3.827 METERS</td><td>044° 03' </td></tr><tr><td>DA8824</td><td>BRYANT RM 1 </td><td> 6.202 METERS</td><td>154° 38' </td></tr><tr><td>DA8825</td><td>BRYANT RM 2 </td><td> 7.826 METERS</td><td>214° 42' </td></tr><tr><td>JR1197</td><td>DEER </td><td>APPROX. 2.2 KM</td><td>273° 38' 59.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 32 33.78660(N) 119 52 33.18534(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 32 34.11444(N) 119 52 29.53080(W) AD( ) 2 <br> NGVD 29 (07/19/86) 2243.0 (m) 7359. (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: 11SKC4935369956(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>1973 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1973 (RMB) THE STATION IS LOCATED 10.8 AIRLINE MILES NORTHEAST OF BEAR VALLEY ON A ROCKY POINT ABOVE STATE HIGHWAY 4. IT LIES IN THE SOUTHWEST QUARTER OF SECTION 15, T.8N., R.19E., MOUNT DIABLO MERIDIAN. <p>TO REACH THE STATION FROM LAKE ALPINE LODGE, GO 4.0 MILES EASTERLY ON STATE HIGHWAY ROUTE 4 TO BRIDGE NUMBER 31-08, CONTINUE 5.05 MILES EASTERLY ON ROUTE 4 TO THE SOUTH FORK OF MOKELUMNE RIVER BRIDGE NUMBER 31-09, CONTINUE 1.45 MILES EASTERLY ON ROUTE 4 TO HIGHWAY POST MILE 14.50, A SOUTHWESTERLY TRAIL ON THE RIGHT AND THE STATION APPROXIMATELY 250 FEET EAST OF THE ROAD ON A GRANITE RIDGE. <p>THE STATION MARK IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, STAMPED BRYANT 1973, EPOXIED IN A DRILL HOLE IN GRANITE BEDROCK. THE BEDROCK PROJECTS 0.6 OF A FOOT ABOVE GROUND. IT IS 250 FEET EAST OF THE HIGHWAY 4 CENTERLINE AND 56 FEET SOUTHEAST OF A VERY DEFORMED 36-INCH PINE TREE. IT IS 25 FEET SOUTH OF AND 3.5 FEET LOWER THAN THE HIGH POINT OF A GRANITE KNOB. <p>REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, STAMPED BRYANT RM 1 1973, EPOXIED IN A DRILL HOLE IN A GRANITE OUTCROP. THE OUTCROP PROJECTS 1.5 FEET ABOVE GROUND, IS 1 FOOT HIGHER THAN THE STATION AND IS 75 FEET SOUTHEAST OF THE PREVIOUSLY MENTIONED 36-INCH DEFORMED PINE TREE. <p>REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, STAMPED BRYANT RM 2 1973, EPOXIED IN A DRILL HOLE IN A GRANITE OUTCROP. THE OUTCROP PROJECTS 1 FOOT ABOVE GROUND, IS LOCATED 56 FEET SOUTH OF THE DEFORMED 36-INCH PINE TREE AND IS LEVEL WITH THE STATION. <p>X-ALP-4-144 IS A 2-1/4 INCH CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK, STAMPED X-ALP 4-144, EPOXIED IN A DRILL HOLE IN GRANITE BEDROCK. IT IS 2 FEET HIGHER THAN THE STATION. JR0451C 183http://www.geocaching.com/mark/details.asp?PID=JR0451C 183GeocacheGeocacheC 183CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 183</h1> <b> PID </b> JR0451 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> FREEL PEAK (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 46 28. (N) 119 54 48. (W) SCALED <br> <b> NAVD 88 </b> 2151.91 (+/-2cm) 7060.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.92 (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 2 </td><td> 625,050. </td><td> 2,181,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 2150.545 (m) 7055.58 (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: 11SKC469957(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: C 183 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 5.7 MI W FROM WOODFORDS. 5.7 MILES SOUTHWEST AND NORTHWEST ALONG STATE HIGHWAY 89 FROM WOODFORDS, ALPINE COUNTY, 45 FEET WEST OF THE CENTER OF A CLUMP OF SMALL ASPEN TREES, 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF A 15-INCH PINE TREE, AND IN THE TOP OF A LARGE FLAT SURFACE BOULDER. A STANDARD DISK, STAMPED C 183 1934. JR0456C 194http://www.geocaching.com/mark/details.asp?PID=JR0456C 194GeocacheGeocacheC 194CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 194</h1> <b> PID </b> JR0456 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> WOODFORDS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 47 37. (N) 119 47 33. (W) SCALED <br> <b> NAVD 88 </b> 1605.67 (+/-2cm) 5267.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.39 (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 2 </td><td> 627,430. </td><td> 2,191,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1604.462 (m) 5263.97 (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: 11SKC574975(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: C 194 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1974 2.3 MI NE FROM WOODFORDS. 0.2 MILES NORTH OF WOODFORDS ON STATE ROUTE 8, TURN RIGHT ON OLD HIGHWAY FOR 2.1 MILES, EAST TO END OF A SHARP CURVE. 31 FEET SOUTHWEST OF CENTER LINE OF ROAD, 48 FEET SOUTH OF A FENCE CORNER AND 63 YARDS NORTH OF A LARGE PINE TREE ON EAST EDGE OF ROAD. A STANDARD TABLET SET IN TOP OF A CONCRETE POST, STAMPED C 194 1934. JR1139CAPE HORNhttp://www.geocaching.com/mark/details.asp?PID=JR1139CAPE HORNGeocacheGeocacheCAPE HORNCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CAPE HORN</h1> <b> PID </b> JR1139 <br> <b> STATE/COUNTY</b> CA/ALPINE <br> <b> USGS QUAD </b> SPICER MEADOW RES (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 29 30.34052(N) 119 57 57.60030(W) ADJUSTED <br> <b> NAVD 88 </b> 2452.7 (meters) 8047. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.43 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -24.13 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 593,576.456 2</td><td>177,431.128</td><td> MT </td><td>0.99996785</td><td> +1 ' 16 56.5"</td></tr><tr><td>SPC CA 2 </td><td>1,947,425.42 7</td><td>143,788.63 </td><td> sFT </td><td>0.99996785</td><td> +1 ' 16 56.5"</td></tr><tr><td>UTM 11 </td><td>4,264,548.684 </td><td>241,315.367</td><td> MT </td><td>1.00042417</td><td> -1 ' 50 49.4"</td></tr><tr><td>UTM 10 </td><td>4,264,742.179 </td><td>764,616.596</td><td> MT </td><td>1.00046241</td><td> +1 ' 53 22.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99961909 x 0.99996785 = 0.99958695 <br> <b>UTM 11 </b> 0.99961909 x 1.00042417 = 1.00004309 <br> <b>UTM 10 </b> 0.99961909 x 1.00046241 = 1.00008132 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td&