Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comGU063411 GSDWRhttp://www.geocaching.com/mark/details.asp?PID=GU063411 GSDWRGeocacheGeocache11 GSDWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>11 GSDWR</h1> <b> PID </b> GU0634 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> FIREBAUGH NE (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 58 37. (N) 120 22 02. (W) SCALED <br> <b> NAVD 88 </b> 48.64 (+/-2cm) 159.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.85 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 3 </td><td> 552,940. </td><td> 2,011,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 47.96 (m) 157.3 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SGF343955(NAD 83) <br>MARKER: X = CHISELED CROSS <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CANAL SYPHON <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>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 15.4 MI NE FROM FIREBAUGH. 0.2 MILE NORTHEAST ALONG 15TH STREET FROM THE COURTHOUSE AT FIREBAUGH, THENCE 6.0 MILES EAST ALONG FIREBAUGH MADERA ROAD (7 1/2 E), THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 7.7 MILES NORTHWEST ALONG THE SOUTHWEST LEVEE ROAD OF CHOWCHILLA CANAL, AT THE CONCRETE SYPHON OF THE CANAL UNDER THE FRESNO RIVER, ON THE TOP OF THE WEST END OF THE NORTHWEST CONCRETE WING WALL, 26 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD. GU118112 DWRhttp://www.geocaching.com/mark/details.asp?PID=GU118112 DWRGeocacheGeocache12 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 DWR</h1> <b> PID </b> GU1181 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> GRAVELLY FORD (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 48 27. (N) 120 10 31. (W) SCALED <br> <b> NAVD 88 </b> 61.78 (+/-2cm) 202.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 534,180. </td><td> 2,028,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 61.05 (m) 200.3 (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: 10SGF519772(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: RE 9769-12 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>CADWR</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 23.1 MI SE FROM FIREBAUGH. 6.2 MILES EAST ALONG THE FIREBAUGH-MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 7.45 MILES EAST ALONG A TRACK ROAD, IN R16E T13S, 0.3 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 12, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE EAST END OF A CATTLEGUARD, 40 FEET WEST OF A TELEPHONE POLE, 1.8 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, 60 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU118213 DWRhttp://www.geocaching.com/mark/details.asp?PID=GU118213 DWRGeocacheGeocache13 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>13 DWR</h1> <b> PID </b> GU1182 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> GRAVELLY FORD (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 44. (N) 120 11 51. (W) SCALED <br> <b> NAVD 88 </b> 59.99 (+/-2cm) 196.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 532,850. </td><td> 2,027,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 59.25 (m) 194.4 (f) COMPUTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF500758(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: RE 9769-13 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>CADWR</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 21.6 MI SE FROM FIREBAUGH. 6.2 MILES EAST ALONG THE FIREBAUGH- MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 5.95 MILES EAST ALONG A TRACK ROAD, IN R16E T13S, 150 FEET EAST OF THE CROSSING OF A POWER LINE, 28 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH-SOUTHEAST OF A FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GU0774138 USGShttp://www.geocaching.com/mark/details.asp?PID=GU0774138 USGSGeocacheGeocache138 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>138 USGS</h1> <b> PID </b> GU0774 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> POSO FARM (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 59 45. (N) 120 26 14. (W) SCALED <br> <b> NAVD 88 </b> 42.52 (+/-2cm) 139.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.91 (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 3 </td><td> 555,030. </td><td> 2,005,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.83 (m) 137.2 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF280974(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: 138 1913 <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>1913 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 8.4 MI SE FROM RED TOP. 1.0 MILE EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT RED TOP, THENCE 4.4 MILES SOUTH ALONG ROAD 4, THENCE 1.2 MILES EAST ALONG AVENUE 18 1/2, THENCE 1.65 MILES SOUTH ALONG A PRIVATE ASPHALT ROAD, THENCE 0.2 MILE EAST ALONG THE NORTH LEVEE ROAD OF BERENDA SLOUGH, IN R14E T11S, IN THE NORTHWEST CORNER OF SECTION 10, 35 FEET NORTH OF THE CENTER LINE OF THE LEVEE ROAD, 56 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE, 55 FEET EAST OF A POINT IN LINE WITH THE POWER POLES, 45 FEET SOUTHEAST OF THE SOUTH END OF A GATE, 31.4 FEET EAST OF A FENCE, 1.0 FOOT NORTH OF A WITNESS POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. HS1201151+73.07 CAHDhttp://www.geocaching.com/mark/details.asp?PID=HS1201151+73.07 CAHDGeocacheGeocache151+73.07 CAHDCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>151+73.07 CAHD</h1> <b> PID </b> HS1201 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> KISMET (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 00 14. (N) 120 06 36. (W) SCALED <br> <b> NAVD 88 </b> 78.72 (+/-2cm) 258.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.52 (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 3 </td><td> 556,000. </td><td> 2,034,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 78.02 (m) 256.0 (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: 10SGF571992(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>CADH</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.9 MI NW FROM MADERA. 3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, IN R17E T11S S4, AT THE CROSSING OF AN ASPHALT ROAD LEADING NORTH, ALONG U.S. HIGHWAY 99, AT A TRAFFIC CROSSOVER, BETWEEN THE NORTHEAST AND THE SOUTHWEST TRAFFIC LANES, IN LINE WITH A HEDGEROW, 82.8 FEET NORTHWEST OF THE NORTHWEST CONCRETE CURB OF THE CROSSOVER, 43 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANES, 33 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST TRAFFIC LANES, 2.6 FEET NORTHWEST OF A 2-BY 6-INCH WHITE WOODEN GUARD POST, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GT2112155 207 102http://www.geocaching.com/mark/details.asp?PID=GT2112155 207 102GeocacheGeocache155 207 102CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>155 207 102</h1> <b> PID </b> GT2112 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> HERNDON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 51 02.27322(N) 119 54 23.68421(W) ADJUSTED <br> <b> NAVD 88 </b> 69. (meters) 226. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.21 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.22 (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 3 </td><td> 539,082.027 2</td><td>052,926.922</td><td> MT </td><td>1.00005165</td><td> +0 ' 21 47.9"</td></tr><tr><td>SPC CA 3 </td><td>1,768,638.28 6</td><td>735,311.08 </td><td> sFT </td><td>1.00005165</td><td> +0 ' 21 47.9"</td></tr><tr><td>SPC CA 4 </td><td> 668,744.247 1</td><td>919,151.689</td><td> MT </td><td>0.99994843</td><td> -0 ' 32 27.1"</td></tr><tr><td>SPC CA 4 </td><td>2,194,038.42 6</td><td>296,416.83 </td><td> sFT </td><td>0.99994843</td><td> -0 ' 32 27.1"</td></tr><tr><td>UTM 11 </td><td>4,082,246.809 </td><td>240,847.574</td><td> MT </td><td>1.00042746</td><td> -1 ' 44 38.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999427 x 1.00005165 = 1.00004592 <br> <b>SPC CA 4 </b> 0.99999427 x 0.99994843 = 0.99994270 <br> <b>UTM 11 </b> 0.99999427 x 1.00042746 = 1.00042173 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 3 </td><td> 155 207 101 </td><td>128° 26' 16.0"</td></tr><tr><td>SPC CA 4 </td><td> 155 207 101 </td><td>129° 20' 31.0"</td></tr><tr><td>UTM 11 </td><td> 155 207 101 </td><td>130° 32' 42.8"</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>DA7987</td><td>155 207 102 RM 1 </td><td> 8.757 METERS</td><td>097° 38' </td></tr><tr><td>GT2114</td><td>155 207 101 </td><td>APPROX. 0.8 KM</td><td>128° 48' 03.9"</td></tr><tr><td>DA7988</td><td>155 207 102 RM 2 </td><td> 11.190 METERS</td><td>198° 06' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 51 02.27157(N) 119 54 23.67913(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 51 02.45540(N) 119 54 20.13550(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: 11SKA4084882247(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (OSR) THE STATION IS ON THE NORTHWEST BANK OF THE SAN JOAQUIN RIVER AND ON THE A.T. AND S.F. RAILROAD RIGHT-OF-WAY. IT IS ABOUT 1 MILE NORTH OF HERNDON. <p>TO REACH THE STATION FROM THE OVERPASS ON U.S. HIGHWAY 99 AT HERNDON, GO NORTHWEST ON HIGHWAY 99 FOR 0.65 MILE TO THE NORTH END OF A BRIDGE OVER THE SAN JOAQUIN RIVER, CONTINUE NORTHWEST ON HIGHWAY 99 FOR 1.1 MILES TO AVENUE 7, TURN RIGHT ON AVENUE 7 CROSSING RAILROAD TRACKS THEN RIGHT AGAIN JUST AFTER CROSSING RAILROAD TRACKS AND GO SOUTHEASTERLY AND EASTERLY FOR 2.5 MILES TO ANOTHER RAILROAD CROSSING (A.T. AND S.F. RAILROAD), CROSS RAILROAD AND TURN RIGHT, SOUTHEASTERLY ALONG LEFT SIDE OF RAILROAD FOR 0.35 MILE TO THE RIVER STRAIGHT AHEAD AND THE STATION ON THE RIGHT. <p>STATION MARKS ARE STANDARD DISKS, STAMPED 155 207 102 USBR 1961. THE SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES. IT IS 52 FEET SOUTHWEST OF THE CENTER OF A ROAD AT A CURVE THAT TURNS NORTHEAST, 41 FEET NORTHEAST OF THE NORTHEAST RAIL OF A RAILROAD TRACK, 30 FEET NORTHWEST OF THE NORTHWEST BANK OF THE SAN JOAQUIN RIVER, 10 FEET SOUTHEAST OF A POWERLINE POLE NUMBER 188-19 AND 2.6 FEET SOUTH OF A METAL WITNESS SIGN POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 155 207 102 USBR NO 1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES. IT IS 51 FEET SOUTH OF THE ROAD, 36.6 FEET EAST OF THE POWERLINE POLE AND 10 FEET NORTHWEST OF THE BANK OF THE RIVER. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 155 207 102 USBR NO 2 1961. IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST ABUTMENT AT THE NORTHWEST END OF A RAILROAD TRESTLE, PROJECTING 2 FEET. IT IS 87 FEET SOUTHWEST OF THE ROAD AND 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD. IT IS ABOUT 4 FEET LOWER THAN THE STATION. HS13102 MADERAhttp://www.geocaching.com/mark/details.asp?PID=HS13102 MADERAGeocacheGeocache2 MADERABORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2 MADERA</h1> <b> PID </b> HS1310 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> KISMET (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 02 24. (N) 120 06 37. (W) SCALED <br> <b> NAVD 88 </b> 81.64 (+/-2cm) 267.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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 3 </td><td> 560,000. </td><td> 2,034,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 80.95 (m) 265.6 (f) COMPUTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG570032(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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 6.4 MI N FROM MADERA. 3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, THENCE 2.5 MILES NORTH ALONG ROAD 24, IN R17E T10S S27, 32 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A DIRT FARM ROAD (AVENUE 20), 28 FEET EAST OF THE CENTER LINE OF ROAD 24, 15 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 5 FEET NORTHEAST OF A POWER LINE POLE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. HS1178233.320http://www.geocaching.com/mark/details.asp?PID=HS1178233.320GeocacheGeocache233.320USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>233.320</h1> <b> PID </b> HS1178 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> PLAINSBURG (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 08 55. (N) 120 17 12. (W) SCALED <br> <b> NAVD 88 </b> 71.549 (meters) 234.74 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 71.493 (meters) 234.56 (feet) COMP <br> <b> MODELED GRAV</b> 979,847.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 572,010. </td><td> 2,018,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 70.916 (m) 232.66 (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: 10SGG409148(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: SHALLOW-SET PIPE <br>STAMPING: 233.320 B 1901 <br>MARK LOGO: USGS <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 2.4 MI NW FROM CHOWCHILLA. 2.35 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CHOWCHILLA, IN R15E T9S S13, 0.2 MILE NORTHWEST OF MILEPOLE 166, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 118.2 FEET SOUTHEAST OF A POST MARKING AN UNDERGROUND TELEPHONE CABLE CROSSING, 24 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 99, 13 FEET EAST OF A TELEPHONE POLE, 1.8 FEET SOUTHWEST OF A 2-BY 8-INCH WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 4.0 KM (2.50 MI) NORTHWEST ALONG STATE HIGHWAY 99 FROM THE ROBERTSON BOULEVARD OVERCROSSING IN CHOWCHILLA, 7.5 M (24.6 FT) SOUTHWEST OF THE SOUTHEASTBOUND HIGHWAY CENTERLINE, 13.9 M (45.6 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.0 M (13.1 FT) EAST OF A TELEPHONE POLE. THE MARK IS 0.54 METERS SE FROM A WITNESS POST THE MARK IS 0.2 M BELOW THE HIGHWAY. HS1184241.213 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1184241.213 USGSGeocacheGeocache241.213 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>241.213 USGS</h1> <b> PID </b> HS1184 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BERENDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 06. (N) 120 14 55. (W) SCALED <br> <b> NAVD 88 </b> 74.05 (+/-2cm) 242.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.42 (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 3 </td><td> 568,650. </td><td> 2,022,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 73.39 (m) 240.8 (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: 10SGG444115(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: 241.213 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 0.5 MI SE FROM CHOWCHILLA. 0.5 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CHOWCHILLA, IN R16E T9S S29, 45.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 95.3 FEET SOUTH OF A RAILROAD S SIGN, 35 1/2 FEET SOUTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 99, 2.3 FEET SOUTHWEST OF A 2-BY 6-INCH WHITE WOODEN GUARD POST, 1.9 FEET NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. HS1191247.306 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1191247.306 USGSGeocacheGeocache247.306 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>247.306 USGS</h1> <b> PID </b> HS1191 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BERENDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 05 14. (N) 120 12 39. (W) SCALED <br> <b> NAVD 88 </b> 75.92 (+/-2cm) 249.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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 3 </td><td> 565,210. </td><td> 2,025,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 75.26 (m) 246.9 (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: 10SGG479081(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: 247.306 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.6 MI SE FROM CHOWCHILLA. 3.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RIALROAD FROM THE STATION AT CHOWCHILLA, 0.3 MILE NORTHWEST OF CALIFA, IN R16E T10S S13, 0.1 MILE SOUTHEAST OF RAILROAD BRIDGE 171.78 OVER THE NORTH BOUND TRAFFIC LANES OF U.S. HIGHWAY 99, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 44 FEET SOUTHEAST OF A TELEGRAPH POLE, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF FAIRMEAD BOULEVARD, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. HS1198248.818 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1198248.818 USGSGeocacheGeocache248.818 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>248.818 USGS</h1> <b> PID </b> HS1198 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BERENDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 01 31. (N) 120 08 08. (W) SCALED <br> <b> NAVD 88 </b> 76.42 (+/-2cm) 250.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.52 (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 3 </td><td> 558,360. </td><td> 2,032,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 75.73 (m) 248.5 (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: 10SGG548015(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: 248.818 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 5.9 MI NW FROM MADERA. 5.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, IN R17E T10S S32, 0.05 MILE SOUTHEAST OF THE Y JUNCTION OF U.S. HIGHWAY 99 AND AVENUE 19, 115.3 FEET NORTHWEST OF THE NORTHEAST END OF 12-INCH CORRUGATED METAL PIPE CULVERT B-254+70, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST TRAFFIC LANES OF U.S. HIGHWAY 99, 16.7 FEET SOUTHEAST OF A STEEL RAIL RAILROAD RIGHT-OF-WAY MARKER, 1.1 FEET SOUTHWEST OF A WITNESS POST, 2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. HS1194249.835 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1194249.835 USGSGeocacheGeocache249.835 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>249.835 USGS</h1> <b> PID </b> HS1194 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BERENDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 03 22. (N) 120 10 23. (W) SCALED <br> <b> NAVD 88 </b> 76.73 (+/-2cm) 251.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.51 (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 3 </td><td> 561,770. </td><td> 2,029,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 76.05 (m) 249.5 (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: 10SGG513048(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: 249.835 BB 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 6.5 MI SE FROM CHOWCHILLA. 6.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CHOWCHILLA, IN R16E T10S S13, 8 POLES NORTHWEST OF MILEPOLE 175, 47.0 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET SOUTHWEST OF THE CENTER LINE OF FAIRMEAD BOULEVARD, 11 FEET NORTH OF TELEGRAPH POLE 50 G4, 1.3 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. HR04692642 Bhttp://www.geocaching.com/mark/details.asp?PID=HR04692642 BGeocacheGeocache2642 BUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2642 B</h1> <b> PID </b> HR0469 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> NORTH FORK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 13 37. (N) 119 30 36. (W) SCALED <br> <b> NAVD 88 </b> 805.26 (+/-2cm) 2641.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.78 (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 3 </td><td> 581,140. </td><td> 2,087,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 804.331 (m) 2638.88 (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: 11SKB773230(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: GRANITE OUTCROP <br>STAMPING: 2642 B 1908 BP <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>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1943 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1943 AT NORTH FORK. AT NORTH FORK, MADERA COUNTY, ON THE MAIN STREET, 100 YARDS NORTH OF THE DOOR OF THE POST OFFICE, 40 FEET NORTH OF THE DOOR OF THE GENERAL STORE, 35 FEET EAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A GRANITE OUTCROP. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2642 B 1908 B.P. NOTE-- THIS BENCH MARK WAS PREVIOUSLY PUBLISHED AS P 1908, BUT LATER REPORTS INDICATE THAT THE DESIGNATION SHOULD BE 2642 B. GU1068270.013 USGShttp://www.geocaching.com/mark/details.asp?PID=GU1068270.013 USGSGeocacheGeocache270.013 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>270.013 USGS</h1> <b> PID </b> GU1068 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MADERA (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 55 39. (N) 120 01 31. (W) SCALED <br> <b> NAVD 88 </b> 82.90 (+/-2cm) 272.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.46 (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 3 </td><td> 547,550. </td><td> 2,042,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 82.19 (m) 269.7 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF649909(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: 270.013 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1953 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 3 MI SE FROM MADERA. 3.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, 0.2 MILE NORTHWEST OF MILEPOLE 187, 0.2 MILE SOUTHEAST OF THE BORDEN SIDING SIGN, 0.15 MILE SOUTHEAST OF THE CROSSING OF A PAVED ROAD, 126 1/2 FEET SOUTH OF AND ACROSS THE TRACK FROM A SWITCH AT THE SOUTHEAST END OF BORDEN SIDING, 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33.1 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HIGHWAY 99, 42 FEET SOUTHEAST OF A POWER LINE POLE WITH A LADDER, 35 FEET NORTHWEST OF TELEPHONE POLE 8100, 1.5 FEET SOUTHEAST OF A WITNESS POST, 0.6 FOOT NORTHEAST OF A METAL HIGHWAY POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND. GU1072274.560 USGShttp://www.geocaching.com/mark/details.asp?PID=GU1072274.560 USGSGeocacheGeocache274.560 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>274.560 USGS</h1> <b> PID </b> GU1072 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MADERA (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 57 32. (N) 120 03 48. (W) SCALED <br> <b> NAVD 88 </b> 84.28 (+/-2cm) 276.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.51 (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 3 </td><td> 551,020. </td><td> 2,038,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 83.57 (m) 274.2 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF614943(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 274.560 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AT MADERA. AT MADERA, IN R17E T11S, IN THE SOUTHEAST QUARTER OF SECTION 24, ALONG WEST YOSEMITE AVENUE, BETWEEN H AND G STREETS, AT THE MADERA COUNTY COURTHOUSE, SET VERTICALLY IN THE NORTHEAST GRANITE BLOCK WALL, 4.8 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, AND 2.5 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 RECOVERED IN GOOD CONDITION. HR274132 JDhttp://www.geocaching.com/mark/details.asp?PID=HR274132 JDGeocacheGeocache32 JDCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>32 JD</h1> <b> PID </b> HR2741 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> TIMBER KNOB (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 32 30.28396(N) 119 16 09.07713(W) ADJUSTED <br> <b> NAVD 88 </b> 2125.56 (+/-2cm) 6973.6 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.33 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 3 </td><td> 616,328.815 2</td><td>108,764.354</td><td> MT </td><td>0.99993582</td><td> +0 ' 45 12.8"</td></tr><tr><td>SPC CA 3 </td><td>2,022,072.12 6</td><td>918,504.38 </td><td> sFT </td><td>0.99993582</td><td> +0 ' 45 12.8"</td></tr><tr><td>SPC CA 4 </td><td> 745,096.471 1</td><td>976,208.583</td><td> MT </td><td>1.00006850</td><td> -0 ' 09 38.1"</td></tr><tr><td>SPC CA 4 </td><td>2,444,537.34 6</td><td>483,610.99 </td><td> sFT </td><td>1.00006850</td><td> -0 ' 09 38.1"</td></tr><tr><td>UTM 11 </td><td>4,157,392.454 </td><td>299,524.391</td><td> MT </td><td>1.00009507</td><td> -1 ' 22 59.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99967054 x 0.99993582 = 0.99960638 <br> <b>SPC CA 4 </b> 0.99967054 x 1.00006850 = 0.99973901 <br> <b>UTM 11 </b> 0.99967054 x 1.00009507 = 0.99976557 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 32 30.27374(N) 119 16 09.07434(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 32 30.48208(N) 119 16 05.62475(W) AD( ) 2 <br> NGVD 29 (07/19/86) 2124.15 (m) 6969.0 (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: 11SKB9952457392(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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA) STATION IS LOCATED ABOUT 25 MILES NORTHEAST OF NORTH FORK, 2-1/2 MILES NORTHWEST OF CATTLE MOUNTAIN AND 1-1/2 MILES NORTH OF THE CLOVER RANGER STATION IN THE GRANITE CREEK CAMPGROUNDS. <p>TO REACH FROM THE CLOVER RANGER STATION, GO NORTHERLY ON MAIN ROAD FOR 0.45 MILE TO FORK AND SIGN GRANITE CREEK CAMPGROUNDS 1/2, TAKE THE RIGHT FORK AND FOLLOW MAIN ROAD FOR 1 MILE TO THE GRANITE CREEK CAMPGROUNDS REST-ROOM AND STATION. <p>STATION MARK, A U.S. GEOLOGICAL BENCH MARK DISK STAMPED 6969 JD 32 1952, IS SET IN A DRILL IN A LARGE BOULDER WHICH PROJECTS 1 FOOT. THE MARK IS 30 FEET WEST OF THE REST-ROOM AND 32 FEET EAST OF THE BASE OF A ROCK LEDGE. GT1720333.007http://www.geocaching.com/mark/details.asp?PID=GT1720333.007GeocacheGeocache333.007BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>333.007</h1> <b> PID </b> GT1720 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> FRIANT (1964) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 59 56. (N) 119 42 21. (W) SCALED <br> <b> NAVD 88 </b> 102.17 (+/-2cm) 335.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.18 (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 3 </td><td> 555,670. </td><td> 2,070,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.41 (m) 332.7 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA592981(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 333.007 1942 <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>1942 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1 MI N FROM FRIANT. 0.2 MILE NORTHWEST ALONG NORTH FORK ROAD FROM THE JUNCTION OF MILLERTON ROAD AT FRIANT, THENCE 0.55 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A PAVED ROAD LEADING TO THE BASE OF FRIANT DAM, IN R21E T11S S5, ON THE NORTHWEST SIDE OF THE SAN JOAQUIN RIVER, IN THE TOP OF A CONCRETE RETAINING WALL, 283 FEET SOUTHWEST OF THE SOUTHWEST BASE OF THE DAM, 41.4 FEET NORTHWEST OF A RIGHT ANGLE IN THE RETAINING WALL, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 1/2 FEET LOWER THAN THE ROAD. NOTE-- MARK WAS NOT READILY NECESSABLE TO LEVEL TO. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 RECOVERED AS DESCRIBED. HS131134 Bhttp://www.geocaching.com/mark/details.asp?PID=HS131134 BGeocacheGeocache34 BBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>34 B</h1> <b> PID </b> HS1311 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> KISMET (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 01 31. (N) 120 06 37. (W) SCALED <br> <b> NAVD 88 </b> 79.28 (+/-2cm) 260.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.50 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 558,370. </td><td> 2,034,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 78.586 (m) 257.83 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG570015(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: 34B 10.17 257.971 <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>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 5.4 MI N FROM MADERA. 3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, THENCE 1.5 MILES NORTH ALONG ROAD 24, IN R17E T10S S34, 46 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AVENUE 19, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 10 1/2 FEET EAST OF A FENCE CORNER POST, 13 FEET EAST OF A POWER LINE POLE WITH A GUY WIRE, 2.6 FEET NORTH OF A FENCE, 1.2 FEET EAST 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. HS1280362 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1280362 USGSGeocacheGeocache362 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>362 USGS</h1> <b> PID </b> HS1280 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYNOR CREEK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 32. (N) 120 01 13. (W) SCALED <br> <b> NAVD 88 </b> 109.80 (+/-2cm) 360.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.08 (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 3 </td><td> 569,530. </td><td> 2,042,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 109.10 (m) 357.9 (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: 10SGG647129(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: ABUTMENT <br>STAMPING: 362 1915 <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>1915 </td><td>MONUMENTED </td><td>USGS</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 12.6 MI SW FROM RAYMOND. 7.1 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, THENCE 5.0 MILES WEST ALONG COUNTY ROAD 603, THENCE 0.45 MILE NORTH ALONG COUNTY ROAD 29, 0.05 MILE SOUTH OF THE JUNCTION OF AVENUE 26, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A LARGE CORRUGATED METAL ARCH CULVERT, 22.1 FEET EAST OF THE CENTER LINE OF THE ROAD, 81.6 FEET NORTHEAST AND ACROSS THE ROAD FROM POWER POLE 27/9, 17.3 FEET SOUTH OF THE T JUNCTION OF FENCES, AND ABOUT 4 LOWER THAN THE ROAD. GU11804 DRS USGShttp://www.geocaching.com/mark/details.asp?PID=GU11804 DRS USGSGeocacheGeocache4 DRS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4 DRS USGS</h1> <b> PID </b> GU1180 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> GRAVELLY FORD (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 48 01. (N) 120 11 07. (W) SCALED <br> <b> NAVD 88 </b> 60.72 (+/-2cm) 199.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.91 (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 3 </td><td> 533,370. </td><td> 2,028,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 59.98 (m) 196.8 (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: 10SGF511764(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: 4 DRS 1962 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1962 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 22.4 MI SE FROM FIREBAUGH. 6.2 MILES EAST ALONG THE FIREBAUGH- MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.5 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 7.95 MILES SOUTH ALONG A ROAD ON THE WEST LEVEE OF THE CHOWCHILLA CANAL, THENCE 6.7 MILES EAST ALONG A TRACK ROAD, 0.1 MILE EAST OF THE GRAVELLY FORD RANCH HOUSE, AT THE CROSSING OF A POWER LINE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 31 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 31 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTH-SOUTHEAST, 5.3 FEET NORTH-NORTHWEST OF A POWER LINE POLE WITH A GUY WIRE, 1.3 FEET EAST-SOUTHEAST 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. GT1717445.02http://www.geocaching.com/mark/details.asp?PID=GT1717445.02GeocacheGeocache445.02BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>445.02</h1> <b> PID </b> GT1717 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> FRIANT (1964) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 59 43. (N) 119 43 07. (W) SCALED <br> <b> NAVD 88 </b> 136.29 (+/-2cm) 447.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.25 (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 3 </td><td> 555,260. </td><td> 2,069,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 135.537 (m) 444.67 (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: 11SKA580978(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 445.02 <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>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 0.4 MI N FROM FRIANT. 0.4 MILE NORTH ALONG NORTH FORK ROAD FROM THE BRIDGE OVER SAN JOAQUIN RIVER AT FRIANT, IN THE TOP OF THE SOUTHWEST CONCRETE CURB OF BRIDGE OVER MADERA CANAL, 13 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. SEC 7, T11S, R21E. HR0649451http://www.geocaching.com/mark/details.asp?PID=HR0649451GeocacheGeocache451USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>451</h1> <b> PID </b> HR0649 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> LITTLE TABLE MTN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 00 37. (N) 119 47 52. (W) SCALED <br> <b> NAVD 88 </b> 138.49 (+/-2cm) 454.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.56 (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 3 </td><td> 556,870. </td><td> 2,062,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 137.74 (m) 451.9 (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: 11SKA510996(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: 451 F <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>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 5.8 MI NW FROM FRIANT. 2.25 MILES NORTHWEST ALONG NORTH FORK ROAD FROM THE JUNCTION OF MILLTERTON ROAD AT FRIANT, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 145, IN R20E T11S S4, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 131.5 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF 18-INCH CORRUGATED METAL PIPE CULVERT C.MI.6.90, 11.5 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. HR2879706 207 12=GREEN MTNhttp://www.geocaching.com/mark/details.asp?PID=HR2879706 207 12=GREEN MTNGeocacheGeocache706 207 12=GREEN MTNBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>706 207 12=GREEN MTN</h1> <b> PID </b> HR2879 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CATTLE MTN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 34 07.58327(N) 119 14 51.72782(W) ADJUSTED <br> <b> NAVD 88 </b> 2623.3 (meters) 8607. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.12 (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 3 </td><td> 619,353.281 2</td><td>110,622.772</td><td> MT </td><td>0.99993421</td><td> +0 ' 46 00.1"</td></tr><tr><td>SPC CA 3 </td><td>2,031,994.89 6</td><td>924,601.54 </td><td> sFT </td><td>0.99993421</td><td> +0 ' 46 00.1"</td></tr><tr><td>UTM 11 </td><td>4,160,345.970 </td><td>301,494.610</td><td> MT </td><td>1.00008539</td><td> -1 ' 22 15.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99959245 x 0.99993421 = 0.99952669 <br> <b>UTM 11 </b> 0.99959245 x 1.00008539 = 0.99967781 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS5584</td><td>GREEN MTN RM 1 </td><td> 23.070 METERS</td><td>024° 01' </td></tr><tr><td>CS5585</td><td>GREEN MTN RM 2 </td><td> 10.030 METERS</td><td>187° 34' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 34 07.59462(N) 119 14 51.70307(W) AD(1984.00) 3 <br> NGVD 29 (03/15/91) 2621.9 (m) 8602. (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: 11SLB0149560346(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: IN DRILL HOLE IN ROCK OUTCROP <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1952 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1952 RECOVERED AS DESCRIBED BY BOR . <p>LOCATED ABOUT 9.5 MI SW. OF REDS MEADOWS, 3 MI NE. OF CLOVER MEADOW RANGER STATION. ON HIGHEST POINT OF GREEN MTN. <p>TO REACH FROM BASS LAKE POST OFFICE, DRIVE 28.9 MI N. ON SOLDIER MEADOW RD. TO PARKERS HIGH SIERRA PACK STATION. GO BY HORSE 1-3/4 HOURS TO WHERE GREEN MTN. TRAIL CROSSES GREEN MTN. SADDLE. TURN RIGHT ALONG RIDGE 15 MINUTES SE. TO HIGHEST POINT AND STATION. <p>STATION MARK--BOR DISK STAMPED---706-207-12---, CEMENTED IN DRILL HOLE IN LARGE GRANITE OUTCROP. <p>RM 1--CHISELED CROSS ON ROCK. <p>RM 2--CHISELED CROSS ON ROCK. HR2885706 207 13=MADERAhttp://www.geocaching.com/mark/details.asp?PID=HR2885706 207 13=MADERAGeocacheGeocache706 207 13=MADERABORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>706 207 13=MADERA</h1> <b> PID </b> HR2885 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> TIMBER KNOB (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 32 15.31347(N) 119 22 27.30982(W) ADJUSTED <br> <b> NAVD 88 </b> 3204.6 (meters) 10514. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.89 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.57 (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 3 </td><td> 615,750.444 2</td><td>099,486.025</td><td> MT </td><td>0.99993608</td><td> +0 ' 41 21.2"</td></tr><tr><td>SPC CA 3 </td><td>2,020,174.58 6</td><td>888,063.73 </td><td> sFT </td><td>0.99993608</td><td> +0 ' 41 21.2"</td></tr><tr><td>UTM 11 </td><td>4,157,160.346 </td><td>290,229.255</td><td> MT </td><td>1.00014205</td><td> -1 ' 26 49.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99950138 x 0.99993608 = 0.99943750 <br> <b>UTM 11 </b> 0.99950138 x 1.00014205 = 0.99964336 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS5596</td><td>MADERA RM 1 </td><td> 6.130 METERS</td><td>180° 58' </td></tr><tr><td>CS5595</td><td>MADERA RM 2 </td><td> 12.470 METERS</td><td>247° 53' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 32 15.30140(N) 119 22 27.31796(W) AD(1984.00) 3 <br> NGVD 29 (03/15/91) 3203.2 (m) 10509. (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: 11SKB9022957160(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: SET IN ROCK OUTCROP <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1952 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1952 RECOVERED AS DESCRIBED BY BOR . <p>LOCATED ABOUT 15 MI SSE. OF MT. LYELL, 13 MI E. OF MARIPOSA GROVE BIG TREES, 5 MI W. OF CLOVER MEADOW RANGER STATION. ON HIGHEST TRIANGULAR POINT OF MADERA PEAK. <p>TO REACH FROM BASS LAKE POST OFFICE, DRIVE 28.9 MI N. ON SOLDIER MEADOW RD. TO PARKERS HIGH SIERRA PACK STATION. GO BY HORSE UP JACKASS LAKES TRAIL TO UPPER JACKASS LAKE. GO AROUND TO NORTH SIDE OF LAKE CROSS-COUNTRY N. AND W. UP ROCKY SLOPE TO SADDLE AND SMALL LAKE. GO N. AND E. AROUND NOSE OF RIDGE TO TWO JUNIPER TREES IN SADDLE. PACK NNW. UP RIDGE TO SADDLE THEN W. AND NW. UP RIDGE TO HIGHEST POINT AND STATION. A 40-MINUTE PACK. <p>STATION MARK--BOR DISK STAMPED---706-207-13---, CEMENTED IN ROCK OUTCROP. <p>RM 1--CHISELED CROSS ON ROCK. <p>RM 2--CHISELED CROSS ON ROCK. HR2813706 207 7http://www.geocaching.com/mark/details.asp?PID=HR2813706 207 7GeocacheGeocache706 207 7CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>706 207 7</h1> <b> PID </b> HR2813 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> SHUTEYE PEAK (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 20 58.12880(N) 119 25 40.62627(W) ADJUSTED <br> <b> NAVD 88 </b> 2546. (meters) 8353. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.99 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.25 (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 3 </td><td> 594,820.039 2</td><td>094,979.815</td><td> MT </td><td>0.99995359</td><td> +0 ' 39 22.8"</td></tr><tr><td>SPC CA 3 </td><td>1,951,505.41 6</td><td>873,279.61 </td><td> sFT </td><td>0.99995359</td><td> +0 ' 39 22.8"</td></tr><tr><td>SPC CA 4 </td><td> 723,807.921 1</td><td>962,081.699</td><td> MT </td><td>1.00002043</td><td> -0 ' 15 19.1"</td></tr><tr><td>SPC CA 4 </td><td>2,374,693.15 6</td><td>437,263.04 </td><td> sFT </td><td>1.00002043</td><td> -0 ' 15 19.1"</td></tr><tr><td>UTM 11 </td><td>4,136,407.776 </td><td>284,945.984</td><td> MT </td><td>1.00016972</td><td> -1 ' 28 24.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99960487 x 0.99995359 = 0.99955847 <br> <b>SPC CA 4 </b> 0.99960487 x 1.00002043 = 0.99962529 <br> <b>UTM 11 </b> 0.99960487 x 1.00016972 = 0.99977452 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 20 58.13285(N) 119 25 40.62025(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 20 58.33164(N) 119 25 37.14504(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: 11SKB8494636408(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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 SEE STATION SHUTEYE. HS11229http://www.geocaching.com/mark/details.asp?PID=HS11229GeocacheGeocache9CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>9</h1> <b> PID </b> HS1122 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BLISS RANCH (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 01 05. (N) 120 28 27. (W) SCALED <br> <b> NAVD 88 </b> 40.25 (+/-2cm) 132.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.90 (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 3 </td><td> 557,500. </td><td> 2,002,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 39.564 (m) 129.80 (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: 10SGF247998(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: RE 11680-9 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 5.4 MI SE FROM RED TOP. 1.0 MILE EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT RED TOP, THENCE 4.4 MILES SOUTH ALONG ROAD 4, IN R14E T10S, SECTION 31, 67 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12.55 FEET NORTHEAST OF BENCH MARK Q 562, 24 1/2 FEET WEST OF THE NORTHWEST CORNER OF A STEEL CATTLEGUARD, 2.8 FEET NORTH 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.