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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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Superseded Survey Control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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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. HR0663A 1234http://www.geocaching.com/mark/details.asp?PID=HR0663A 1234GeocacheGeocacheA 1234NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1234</h1> <b> PID </b> HR0663 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 55. (N) 119 55 06. (W) SCALED <br> <b> NAVD 88 </b> 160.56 (+/-2cm) 526.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.68 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 570,300. </td><td> 2,051,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 159.841 (m) 524.41 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB407134(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: GRANITE OUTCROP <br>STAMPING: A 1234 1972 <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>1972 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.8 MI S FROM RAYMOND. 5.85 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, AT THE CROSSING OF A CREEK, IN THE TOP OF A 15- BY 13-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 215 FEET WEST OF THE CENTER LINE OF THE ROAD, 194 FEET WEST-SOUTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT, 177.0 FEET WEST OF A FENCE, 42 FEET SOUTHWEST OF THE CENTER OF THE CREEK, 177.0 FEET WEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD. SECTION 20, T9S, R19E. HS1085A 1235http://www.geocaching.com/mark/details.asp?PID=HS1085A 1235GeocacheGeocacheA 1235NGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1235</h1> <b> PID </b> HS1085 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 05 01. (N) 120 20 07. (W) SCALED <br> <b> NAVD 88 </b> 59.773 (meters) 196.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 59.726 (meters) 195.95 (feet) COMP <br> <b> MODELED GRAV</b> 979,856.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 564,780. </td><td> 2,014,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 59.30 (m) 194.6 (f) COMPUTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG368074(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CATCH BASIN <br>STAMPING: A 1235 1972 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>19881114</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 4.8 MI SW FROM CHOWCHILLA. 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR SCHOOL AT CHOWCHILLA, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 152, 0.35 MILE WEST OF THE JUNCTION OF ROAD 12, BETWEEN THE EAST AND WEST BOUND LANES OF THE HIGHWAY, IN THE TOP OF THE SOUTHEAST CORNER OF A 2 1/2- BY 4-FOOT CONCRETE CATCH BASIN NO. 8/71, 25 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE WESTBOUND LANES. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU1095A 248http://www.geocaching.com/mark/details.asp?PID=GU1095A 248GeocacheGeocacheA 248CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 248</h1> <b> PID </b> GU1095 <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 58 40. (N) 120 02 10. (W) SCALED <br> <b> NAVD 88 </b> 87.43 (+/-2cm) 286.8 (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> 553,130. </td><td> 2,041,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 86.72 (m) 284.5 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF638965(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: A 248 1935 <br>MARK LOGO: CGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19910603</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 1.7 MI NE FROM MADERA. 1.7 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, IN R18E T11S, IN THE NORTHWEST QUARTER OF SECTION 17, 250 FEET SOUTHWEST OF A WHITE RANCHHOUSE, AT A FENCE CORNER, 4.0 FEET SOUTHEAST OF A 4-BY 4-INCH POST SUPPORTING A BANK WITH CROCKER-ANGLO MADERA 200 EAST YOSEMITE SIGN, 25 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTH OF THE FENCE CORNER POST, 1.9 FEET NORTHWEST OF A 2-BY 6-INCH WHITE WITNESS POST, 1.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1991) </h2> <p>RECOVERY NOTE BY CALTRANS 1991 RECOVERED IN GOOD CONDITION. HR0446A 265http://www.geocaching.com/mark/details.asp?PID=HR0446A 265GeocacheGeocacheA 265CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 265</h1> <b> PID </b> HR0446 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> AHWAHNEE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 20 51. (N) 119 38 31. (W) SCALED <br> <b> NAVD 88 </b> 723.67 (+/-2cm) 2374.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.65 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 594,410. </td><td> 2,076,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 722.762 (m) 2371.26 (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: 11SKB659366(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 265 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</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 1.8 MI N FROM OAKHURST. 1.8 MILES NORTH ALONG A ROAD AND STATE HIGHWAY 41 FROM OAKHURST, MADERA COUNTY, 1.2 MILES NORTHEAST OF THE JUNCTION OF THE OLD OAKHURST ROAD, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED A 265 1935 AND SET IN THE TOP OF A CONCRETE POST. GT1726A 562http://www.geocaching.com/mark/details.asp?PID=GT1726A 562GeocacheGeocacheA 562CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 562</h1> <b> PID </b> GT1726 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> GREGG (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 59 50. (N) 119 59 48. (W) SCALED <br> <b> NAVD 88 </b> 94.40 (+/-2cm) 309.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.36 (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> 555,300. </td><td> 2,044,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 93.686 (m) 307.37 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA333987(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 65 FEET <br>STAMPING: A 562 1957 65 D <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 4.2 MI NE FROM MADERA. 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 0.4 MILE NORTHEAST ALONG ROAD 400, IN R18E T11S, IN THE SOUTHWEST QUARTER OF SECTION 3, 0.4 MILE NORTHEAST OF THE Y JUNCTION OF STATE HIGHWAY 145, AT THE CROSSING OF A POWER LINE, 227 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARMHOUSE, 125 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING TO THE HOUSE, 106.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN, 45 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF A FENCE CORNER POST, 13.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A PUMP AND MOTOR, 6 1/2 FEET NORTHEAST OF A POWER LINE POLE WITH A GUY WIRE, 6 FEET SOUTHWEST OF A POLE WITH A METER, 1.6 FEET EAST OF A WITNESS POST, ABOUT 1 HIGHER THAN THE ROAD, AND CLAMPED ON THE TOP OF A 1/2-INCH COPPER COATED STEEL ROD PROJECTING 0.3 FOOT ABOVE THE GROUND. THE TOP 2-FEET OF THE ROD IS ENCASED IN A 4-INCH STOVEPIPE WHICH IS ENCASED IN CONCRETE. THE ROD WAS DRIVEN 65 FEET INTO THE GROUND TO GRADUAL REFUSAL. GU0768A 563http://www.geocaching.com/mark/details.asp?PID=GU0768A 563GeocacheGeocacheA 563CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 563</h1> <b> PID </b> GU0768 <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 58 06. (N) 120 24 38. (W) SCALED <br> <b> NAVD 88 </b> 44.96 (+/-2cm) 147.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (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> 551,980. </td><td> 2,007,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 44.268 (m) 145.24 (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: 10SGF305944(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: GATE ABUTMENT <br>STAMPING: A 563 1957 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 11.6 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 3.3 MILES SOUTH ALONG A PRIVATE ASPHALT ROAD, THENCE 1.7 MILES EAST ALONG THE SOUTH LEVEE ROAD OF FRESNO RIVER, IN R14E T11S, IN THE SOUTHEAST QUARTER OF SECTION 14, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A CONCRETE HEAD GATE ACROSS A CREEK, 14 1/2 FEET SOUTHEAST OF THE CENTER OF THE HEAD GATE, 3.4 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD. GU0769A 564http://www.geocaching.com/mark/details.asp?PID=GU0769A 564GeocacheGeocacheA 564CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 564</h1> <b> PID </b> GU0769 <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 58 06. (N) 120 24 40. (W) SCALED <br> <b> NAVD 88 </b> 44.05 (+/-2cm) 144.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (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> 551,980. </td><td> 2,007,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 43.367 (m) 142.28 (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: 10SGF304944(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 43 FEET <br>STAMPING: A 564 1957 43 D <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 11.6 MI SE FROM RED TOP. 1.0 MILE EAST ALONG SOUTH 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 3.3 MILES SOUTH ALONG A PRIVATE ASPHALT ROAD, THENCE 1.7 MILES EAST ALONG THE SOUTH LEVEE ROAD OF FRESNO RIVER, IN R14E T11S, IN THE SOUTHEAST QUARTER OF SECTION 14, 0.05 MILE SOUTHEAST AND ACROSS THE ROAD FROM AN IRRIGATION WELL, 140.7 FEET WEST OF BENCH MARK A 563, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET SOUTH OF THE CENTER OF A GATE, 2.9 FEET SOUTH OF THE SOUTH GATE POST, 2.3 FEET SOUTH OF A WITNESS POST, 1.7 FEET WEST OF A FENCE, ABOUT 2 FEET LOWER THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO SUDDEN REFUSAL AT A DEPTH OF 43 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU1077A 683 RESET 1953http://www.geocaching.com/mark/details.asp?PID=GU1077A 683 RESET 1953GeocacheGeocacheA 683 RESET 1953CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 683 RESET 1953</h1> <b> PID </b> GU1077 <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 47. (W) SCALED <br> <b> NAVD 88 </b> 83.11 (+/-2cm) 272.7 (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> 2,038,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 82.404 (m) 270.35 (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: 10SGF614943(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 683 RESET 1953 <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>1953 </td><td>MONUMENTED </td><td>CGS</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 NORTHEAST QUARTER OF SECTION 24, AT THE INTERSECTION OF U.S. HIGHWAY 99 AND YOSEMITE AVENUE, NEAR THE NORTH CORNER OF THE PARK AROUND MADERA COUNTY COURTHOUSE, 84.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 11 FEET NORTHWEST OF A 24-INCH SYCAMORE TREE, 3.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY (NOTE-- A NEW FREEWAY IS NOW UNDER CONSTRUCTION AND THE NAME OF THE HIGHWAY WILL BE CHANGED AT A LATER DATE), 3.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 RECOVERED IN GOOD CONDITION. HR0648A 691http://www.geocaching.com/mark/details.asp?PID=HR0648A 691GeocacheGeocacheA 691CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 691</h1> <b> PID </b> HR0648 <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 39. (N) 119 47 37. (W) SCALED <br> <b> NAVD 88 </b> 140.10 (+/-2cm) 459.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.54 (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> 556,930. </td><td> 2,062,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 139.356 (m) 457.20 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA514997(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 691 1943 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.3 MI NW FROM FRIANT. 2.1 MILES NORTHWEST ALONG NORTH FORK ROAD FROM THE BRIDGE OVER SAN JOAQUIN RIVER AT FRIANT, THENCE 3.2 MILES WEST ALONG COUNTY ROAD 145, AT FOUR CORNERS, AT THE SOUTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 41, IN THE TOP AND AT THE SOUTHWEST CORNER OF A CONCRETE BOX CULVERT, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. SEC 4, T11S, R20E. HR0447A 715http://www.geocaching.com/mark/details.asp?PID=HR0447A 715GeocacheGeocacheA 715CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 715</h1> <b> PID </b> HR0447 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> AHWAHNEE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 20 02. (N) 119 38 51. (W) SCALED <br> <b> NAVD 88 </b> 716.30 (+/-2cm) 2350.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.80 (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> 592,890. </td><td> 2,075,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 715.407 (m) 2347.13 (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: 11SKB654352(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 715 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 0.8 MI NE FROM OAKHURST. 0.8 MILE NORTHEAST ALONG A ROAD AND STATE HIGHWAY 41 FROM OAKHURST, MADERA COUNTY, 0.1 MILE NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE, AND NEAR A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED A 715 1943 AND SET IN THE TOP OF A CONCRETE POST. GU0726A 802http://www.geocaching.com/mark/details.asp?PID=GU0726A 802GeocacheGeocacheA 802CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 802</h1> <b> PID </b> GU0726 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BONITA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 55 26. (N) 120 14 15. (W) SCALED <br> <b> NAVD 88 </b> 58.60 (+/-2cm) 192.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.81 (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> 547,080. </td><td> 2,023,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 57.90 (m) 190.0 (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: 10SGF460899(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 802 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 12 MI SW FROM MADERA. 1.0 MILE SOUTHWEST ALONG WEST YOSEMITE AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 2.0 MILES WEST ALONG AVENUE 14, THENCE 1.5 MILES SOUTH ALONG ROAD 24, THENCE 2.0 MILES WEST ALONG AVENUE 12 1/2, THENCE 0.5 MILE SOUTH ALONG ROAD 22, THENCE 5.0 MILES WEST ALONG AVENUE 12, IN R16E T11S, IN THE SOUTHWEST CORNER OF SECTION 33, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTH, AT THE T JUNCTION OF POWER LINES, 72 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 12 FEET WEST OF POWER LINE POLE 185, 2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HR0666A 808http://www.geocaching.com/mark/details.asp?PID=HR0666A 808GeocacheGeocacheA 808CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 808</h1> <b> PID </b> HR0666 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 08 32. (N) 119 54 29. (W) SCALED <br> <b> NAVD 88 </b> 187.39 (+/-2cm) 614.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.59 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 571,440. </td><td> 2,052,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 186.657 (m) 612.39 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB417146(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 808 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.3 MI S FROM RAYMOND. 4.7 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, THENCE 0.6 MILE SOUTHEAST ALONG COUNTY ROAD 407, 0.45 MILE SOUTHEAST OF THE CROSSING OF A CONCRETE BRIDGE, 0.05 MILE NORTH OF THE CREST OF A SMALL HILL, IN THE TOP OF A 8- BY 4-FOOT GRANITE BOULDER FLUSH WITH THE GROUND, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 8.4 FEET EAST OF A FENCE, 134 FEET SOUTH OF THE SOUTH END OF A BOARD GATE, 192 FEET NORTH OF A 36-INCH OAK TREE WHICH IS IN THE FENCE LINE, 7.2 FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. SEC 16, T9S, R19E GU1069A 86http://www.geocaching.com/mark/details.asp?PID=GU1069A 86GeocacheGeocacheA 86CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 86</h1> <b> PID </b> GU1069 <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 53. (N) 120 01 43. (W) SCALED <br> <b> NAVD 88 </b> 82.23 (+/-2cm) 269.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.47 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 547,980. </td><td> 2,042,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 81.520 (m) 267.45 (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: 10SGF646913(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: 267.873 A 86 1930 <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>1930 </td><td>MONUMENTED </td><td>CGS</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 2.7 MI SE FROM MADERA. 2.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, ABOUT HALFWAY BETWEEN MILEPOLES 186 AND 187, 0.1 MILE NORTHWEST OF THE BORDEN SIDING SIGN, 7-3/4 RAILS SOUTHEAST OF THE NORTHWEST END OF BORDEN SIDING, 115.5 FEET SOUTH OF AND ACROSS THE TRACK FROM A DERAILING SWITCH, 38.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 39.8 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HIGHWAY 99, 3 FEET SOUTHEAST OF A POLE SUPPORTING A TELEPHONE CABLE, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. HS1074A 932http://www.geocaching.com/mark/details.asp?PID=HS1074A 932GeocacheGeocacheA 932CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 932</h1> <b> PID </b> HS1074 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 06 34. (N) 120 16 30. (W) SCALED <br> <b> NAVD 88 </b> 70.344 (meters) 230.79 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 70.288 (meters) 230.60 (feet) COMP <br> <b> MODELED GRAV</b> 979,844.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 567,660. </td><td> 2,020,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 69.738 (m) 228.80 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG421104(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: A 932 1958 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 14, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1958 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881114</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 0.6 MI SW FROM CHOWCHILLA. 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR SCHOOL AT CHOWCHILLA, AT ANDERSON PUMP COMPANY AT 24719 ROBERTSON BOULEVARD (STATE HIGHWAY 233), SET VERTICALLY IN THE NORTHWEST CONCRETE BLOCK WALL OF THE MAIN BUILDING, 0.7 FOOT NORTHEAST OF THE WEST CORNER OF THE BUILDING, 80 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 2.5 FEET ABOVE THE SIDEWALK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. HS1325A 937http://www.geocaching.com/mark/details.asp?PID=HS1325A 937GeocacheGeocacheA 937CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 937</h1> <b> PID </b> HS1325 <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 06. (N) 120 13 13. (W) SCALED <br> <b> NAVD 88 </b> 66.41 (+/-2cm) 217.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.61 (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> 557,560. </td><td> 2,024,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 65.730 (m) 215.65 (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: 10SGG472005(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 937 1958 <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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 5 MI E FROM DAIRYLAND. 5.0 MILES EAST ALONG AVENUE 18 1/2 (LINCOLN AVENUE) FROM THE DAIRYLAND SCHOOL AT DAIRYLAND, IN R16E T10S S34, 69 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ROAD 18, AT A 48-INCH CONCRETE PIPE CULVERT UNDER THE AVENUE, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL, 50 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 49 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2 FEET HIGHER THAN THE AVENUE. GU0735A 989http://www.geocaching.com/mark/details.asp?PID=GU0735A 989GeocacheGeocacheA 989CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 989</h1> <b> PID </b> GU0735 <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 55 36. (N) 120 20 21. (W) SCALED <br> <b> NAVD 88 </b> 49.61 (+/-2cm) 162.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.94 (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> 547,370. </td><td> 2,014,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.911 (m) 160.47 (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: 10SGF370900(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 989 1965 <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>1965 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1965 11.6 MI E FROM FIREBAUGH. 6.2 MILES EAST ALONG FIREBAUGH-MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.7 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 3.7 MILES NORTH ALONG THE EAST RIGHT-OF-WAY POST C7-33, 1.2 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. GU0719A USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0719A USBRGeocacheGeocacheA USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A USBR</h1> <b> PID </b> GU0719 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BONITA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 55 53. (N) 120 08 16. (W) SCALED <br> <b> NAVD 88 </b> 72.52 (+/-2cm) 237.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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> 547,940. </td><td> 2,032,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 71.81 (m) 235.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF549910(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 6 MI SW FROM MADERA. 1.0 MILE SOUTHWEST ALONG WEST YOSEMITE AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 2.0 MILES WEST ALONG AVENUE 14, THENCE 1.5 MILES SOUTH ALONG ROAD 24, THENCE 1.5 MILES WEST ALONG AVENUE 12 1/2, IN R17E T11S, IN THE APPROXIMATE CENTER OF SECTION 32, AT THE CROSSING OF AN IRRIGATION CANAL, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A CULVERT UNDER THE AVENUE, 43 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 2.3 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE AVENUE. HR2828ADOBEhttp://www.geocaching.com/mark/details.asp?PID=HR2828ADOBEGeocacheGeocacheADOBECADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ADOBE</h1> <b> PID </b> HR2828 <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(1992)</b> 37 00 40.95546(N) 119 51 55.64135(W) ADJUSTED <br> <b> NAVD 88 </b> 137.2 (meters) 450. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.59 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.87 (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 3 </td><td> 556,945.136 2</td><td>056,473.651</td><td> MT </td><td>1.00001189</td><td> +0 ' 23 18.6"</td></tr><tr><td>SPC CA 3 </td><td>1,827,244.17 6</td><td>746,947.30 </td><td> sFT </td><td>1.00001189</td><td> +0 ' 23 18.6"</td></tr><tr><td>UTM 11 </td><td>4,099,973.942 </td><td>245,051.476</td><td> MT </td><td>1.00040080</td><td> -1 ' 43 33.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998347 x 1.00001189 = 0.99999536 <br> <b>UTM 11 </b> 0.99998347 x 1.00040080 = 1.00038426 <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> ADOBE AZ MK </td><td>255° 03' 31.1"</td></tr><tr><td>UTM 11 </td><td> ADOBE AZ MK </td><td>257° 10' 22.8"</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>DA9497</td><td>ADOBE RM 1 </td><td> 12.747 METERS</td><td>064° 49' </td></tr><tr><td>HR2833</td><td>ADOBE AZ MK </td><td>434.835 METERS</td><td>255° 26' 49.7"</td></tr><tr><td>DA8633</td><td>ADOBE RM 2 </td><td> 11.510 METERS</td><td>342° 44' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 00 40.95438(N) 119 51 55.63768(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 00 41.13927(N) 119 51 52.08719(W) AD( ) 2 <br> NGVD 29 (07/19/86) 136.5 (m) 448. (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: 11SKA4505199974(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>1972 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1972 (HF) ADOBE (CDH) IS LOCATED ON HIGHWAY 145, 12 MILES EAST OF MADERA. TO REACH FROM MADERA--FROM INTERSECTION OF STATE HIGHWAYS 99 BUSINESS AND 145 GO EAST ON HIGHWAY 145, 11.9 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED. <p>TO REACH STATION FROM AZIMUTH MARK CONTINUE EAST ON HGHWAY 145, 0.3 MILE TO STATION ON LEFT AS DESCRIBED. POINT IS SET IN ROCKY KNOLL ABOUT 400 FT NORTH OF CENTER OF HIGHWAY 145 ABOUT 25 FT ABOVE CENTER OF ROADWAY. <p>STATION--STAMPED ADOBE 1972. A CDH BRASS TABLET SET IN FLAT ROCK COUNTERSUNK 2 IN. <p>6.0 FT W OF A STEEL WITNESS POST <p>AZIMUTH MARK--STAMPED ADOBE 1672 AZIMUTH MARK. A CDH BRASS TABLET SET IN A 12 IN DIAMETER CONCRETE POST PROJECTING 5 IN AND 1.5 FT ABOVE CENTER OF ROADWAY. <p>39.0 FT N OF CENTER OF HIGHWAY 145 <p>1.5 FT S OF FENCE LINE <p>3.0 FT SE OF FENCE POST <p>16.8 FT WSW OF FENCE POST <p>R.M. 1--STAMPED ADOBE NO. 1 1972. A CDH BRASS TABLET CEMENTED ON TOP OF 4.0 FT DIAMETER BOULDER PROJECTING 6 IN AND ABOUT 3.5 FT LOWER THAN STATION. <p>R.M. 2--STAMPED ADOBE NO. 2 1972. A CDH BRASS TABLET CEMENTED ON ROCKY SPUR RUNNING NORTH AND SOUTH AND ABOUT SAME ELEVATIN AS STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS. HR2833ADOBE AZ MKhttp://www.geocaching.com/mark/details.asp?PID=HR2833ADOBE AZ MKGeocacheGeocacheADOBE AZ MKCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ADOBE AZ MK</h1> <b> PID </b> HR2833 <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(1992)</b> 37 00 37.41077(N) 119 52 12.66594(W) ADJUSTED <br> <b> NAVD 88 </b> 120.4 (meters) 395. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.53 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.89 (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 3 </td><td> 556,833.021 2</td><td>056,053.513</td><td> MT </td><td>1.00001210</td><td> +0 ' 23 08.1"</td></tr><tr><td>SPC CA 3 </td><td>1,826,876.34 6</td><td>745,568.90 </td><td> sFT </td><td>1.00001210</td><td> +0 ' 23 08.1"</td></tr><tr><td>UTM 11 </td><td>4,099,877.366 </td><td>244,627.322</td><td> MT </td><td>1.00040347</td><td> -1 ' 43 43.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998611 x 1.00001210 = 0.99999821 <br> <b>UTM 11 </b> 0.99998611 x 1.00040347 = 1.00038957 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 00 37.40971(N) 119 52 12.66229(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 00 37.59468(N) 119 52 09.11148(W) AD( ) 2 <br> NGVD 29 (07/19/86) 119.7 (m) 393. (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: 11SKA4462799877(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>1972 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1972 SEE STATION ADOBE (CDH). HS4573ASHhttp://www.geocaching.com/mark/details.asp?PID=HS4573ASHGeocacheGeocacheASHCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ASH</h1> <b> PID </b> HS4573 <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(1992)</b> 37 04 38.41451(N) 120 22 50.31265(W) ADJUSTED <br> <b> NAVD 88 </b> 56. (meters) 184. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.71 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.59 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The 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> 564,080.715 2</td><td>010,613.423</td><td> MT </td><td>0.99999781</td><td> +0 ' 04 23.1"</td></tr><tr><td>SPC CA 3 </td><td>1,850,654.81 6</td><td>596,487.54 </td><td> sFT </td><td>0.99999781</td><td> +0 ' 04 23.1"</td></tr><tr><td>UTM 10 </td><td>4,106,661.857 </td><td>732,846.232</td><td> MT </td><td>1.00026795</td><td> +1 ' 34 47.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999638 x 0.99999781 = 0.99999419 <br> <b>UTM 10 </b> 0.99999638 x 1.00026795 = 1.00026433 <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> ASH AZ MK </td><td>344° 56' 54.4"</td></tr><tr><td>UTM 10 </td><td> ASH AZ MK </td><td>343° 26' 29.9"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8658</td><td>ASH RM 1 </td><td> 16.069 METERS</td><td>010° 04' </td></tr><tr><td>HS4569</td><td>CHOWCHILLA MUNICIPAL TANK </td><td>APPROX.11.9 KM</td><td>062° 59' 42.0"</td></tr><tr><td>DA8659</td><td>ASH RM 2 </td><td> 26.582 METERS</td><td>068° 37' </td></tr><tr><td>HS4571</td><td>CHOWCHILLA WEST ELEVATED TANK </td><td>APPROX.11.7 KM</td><td>069° 09' 54.5"</td></tr><tr><td>HS4572</td><td>ASH USGS 1943 </td><td>100.761 METERS</td><td>069° 57' </td></tr><tr><td>HS1092</td><td>ASH AZ MK </td><td> </td><td>345° 01' 17.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 04 38.41147(N) 120 22 50.31267(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 37 04 38.61260(N) 120 22 46.67600(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG3284606662(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) LOCATED ABOUT 19 MILES NW OF MADERA, 7 MILES SW OF CHOWCHILLA, 6 MILES E OF FLANAGANS SERVICE STATION AND ABOUT 0.4 MILE S OF HIGHWAY 152. AT THE W END OF A SAND DUNE WHICH IS COVERED WITH ELDERBERRY BUSHES. IT IS ABOUT 300 FEET S OF ASH CREEK AND ABOUT 500 FEET E OF ROAD CROSSING ASH CREEK. IT IS ABOUT 30 FEET N OF FIELD ROAD WHERE IT TURNS E. <p>SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. <p>STATION MARK PROJECTS ABOUT 6 INCHES AND IS STAMPED ASH 1943. <p>REFERENCE MARK NO. 1 PROJECTS ABOUT 4 INCHES AND IS STAMPED ASH NO. 1 1943. <p>REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES AND IS STAMPED ASH NO. 2 1943. <p>AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET FLUSH IN N HEADWALL OF CULVERT ON N SIDE OF HIGHWAY 152. IT IS STAMPED ASH 1943. <p>U.S.G.S. B.M. IS TRIANGULATION MARK ATTACHED TO IRON PIPE AND PROJECTING ABOUT 8 INCHES. IT IS ON TOP OF SAND DUNE AND SURROUNDED BY A GROUP OF ELDERBERRY BUSHES. NO STAMPING. <p>TO REACH FROM MADERA GO NW ON U.S. HIGHWAY 99 FOR 12.0 MILES. THENCE LEFT AND GO W ON HIGHWAY 152 FOR 10.0 MILES. HERE TURN LEFT OFF HIGHWAY 152 AND GO S ON OILED ROAD FOR 0.4 MILE, CROSSING ASH CREEK, AGAIN TURN LEFT AND GO E AND THEN N 0.2 MILE ON FIELD ROAD TO WHERE IT TURNS E AGAIN AND STATION ON THE LEFT. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS. HS1092ASH AZ MKhttp://www.geocaching.com/mark/details.asp?PID=HS1092ASH AZ MKGeocacheGeocacheASH AZ MKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ASH AZ MK</h1> <b> PID </b> HS1092 <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 05 00. (N) 120 22 57. (W) SCALED <br> <b> NAVD 88 </b> 54.55 (+/-2cm) 179.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.58 (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> 564,750. </td><td> 2,010,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 53.88 (m) 176.8 (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: 10SGG326073(NAD 83) <br>MARKER: DZ = AZIMUTH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: ASH 1943 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>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 6 MI E FROM RED TOP. 6.0 MILES EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT RED TOP, IN R15E T10S S6, 7.4 MILES WEST OF CHOWCHILLA, AT THE INTERSECTION OF ROAD 9N, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 15-INCH CORRUGATED METAL PIPE CULVERT UNDER THE ROAD, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. HS4572ASH USGS 1943http://www.geocaching.com/mark/details.asp?PID=HS4572ASH USGS 1943GeocacheGeocacheASH USGS 1943CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ASH USGS 1943</h1> <b> PID </b> HS4572 <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(1992)</b> 37 04 39.53472(N) 120 22 46.48037(W) ADJUSTED <br> <b> NAVD 88 </b> 57. (meters) 187. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.68 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.59 (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> 564,115.370 2</td><td>010,708.038</td><td> MT </td><td>0.99999775</td><td> +0 ' 04 25.4"</td></tr><tr><td>SPC CA 3 </td><td>1,850,768.51 6</td><td>596,797.95 </td><td> sFT </td><td>0.99999775</td><td> +0 ' 04 25.4"</td></tr><tr><td>UTM 10 </td><td>4,106,698.997 </td><td>732,939.927</td><td> MT </td><td>1.00026848</td><td> +1 ' 34 50.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999622 x 0.99999775 = 0.99999397 <br> <b>UTM 10 </b> 0.99999622 x 1.00026848 = 1.00026470 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 04 39.53168(N) 120 22 46.48039(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 04 39.73280(N) 120 22 42.84380(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: 10SGG3294006699(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) THIS MARK WAS IDENTIFIED BY THE RECONNAISSANCE DESCRIPTION AS ASH (U.S.G.S.). HOWEVER, THE MARK IS UNSTAMPED. IT IS A BRASS CAP OF THE GEOLOGICAL SURVEY ATTACHED TO A SECTION OF ABOUT 4-INCH DIAMETER PIPE, IN THE CENTER OF WHICH IS INSCRIBED A SMALL TRIANGLE. <p>LOCATED ABOUT 7 MILES SW OF CHOWCHILLA, ABOUT 0.4 MILE S OF HIGHWAY 152, ON A SMALL SAND KNOLL COVERED WITH ELDERBERRY BRUSH ON THE SOUTHERLY BANK OF ASH CREEK. THE STATION WAS CONNECTED TO ASH (U.S.C. AND G.S. 1943) BY TRAVERSE AND DIRECTION. <p>A SAND PIT WESTERLY FROM MARK, BUT UNLESS A LARGE AMOUNT OF SAND IS TAKEN FROM SAME THE MARK WILL NOT BE DISTURBED. <p>FROM TRIANGULATION STATION ASH (U.S.C. AND G.S.)-- GU1197B 1194 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU1197B 1194 USBRGeocacheGeocacheB 1194 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1194 USBR</h1> <b> PID </b> GU1197 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MENDOTA DAM (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 19. (N) 120 18 49. (W) SCALED <br> <b> NAVD 88 </b> 51.13 (+/-2cm) 167.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.16 (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> 532,050. </td><td> 2,016,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 50.40 (m) 165.4 (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: 10SGF397747(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE BASE <br>STAMPING: B 1194 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 4.4 MI E FROM MENDOTA DAM. 0.6 MILE NORTHEAST ALONG A DIRT ROAD FROM THE NORTHEAST END OF MENDOTA DAM, THENCE 1.3 MILES NORTHEAST ALONG A PAVED ROAD, THENCE 2.5 MILES SOUTHEAST ALONG COLUMBIA DRIVE, ABOUT 0.1 MILE SOUTHEAST OF A WOODEN BRIDGE OVER COLUMBIA CANAL, ABOUT 50 FEET SOUTHWEST AND ACROSS THE CANAL FROM THE CENTER LINE OF THE DRIVE, 24 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE CANAL, 8 FEET WEST OF THE WEST SIDE OF A LARGE-HIGH CONCRETE STANDPIPE, IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE OF A WELL PUMP, ABOUT 2 FEET HIGHER THAN THE DRIVE AND 1 FOOT ABOVE THE GROUND. HR0665B 1234http://www.geocaching.com/mark/details.asp?PID=HR0665B 1234GeocacheGeocacheB 1234NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1234</h1> <b> PID </b> HR0665 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 08 51. (N) 119 54 48. (W) SCALED <br> <b> NAVD 88 </b> 210.50 (+/-2cm) 690.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.59 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 572,020. </td><td> 2,052,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 209.772 (m) 688.23 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB412152(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: GRANITE OUTCROP <br>STAMPING: B 1234 1972 <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>1972 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 4.8 MI S FROM RAYMOND. 4.7 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, THENCE 0.05 MILE EAST ALONG COUNTY ROAD 407, IN THE TOP OF A 15- BY 50-FOOT GRANITE OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 255 FEET EAST OF THE CENTER LINE OF ROAD 600, 36 1/2 FEET SOUTH OF THE CENTER LINE OF ROAD 407, 15.6 FEET SOUTH OF A FENCE, 3.8 FEET EAST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD. SECTION 17, T9S, R 19E HS1088B 1235http://www.geocaching.com/mark/details.asp?PID=HS1088B 1235GeocacheGeocacheB 1235NGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1235</h1> <b> PID </b> HS1088 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 05 00. (N) 120 21 38. (W) SCALED <br> <b> NAVD 88 </b> 59.991 (meters) 196.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.56 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 59.945 (meters) 196.67 (feet) COMP <br> <b> MODELED GRAV</b> 979,860.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 564,750. </td><td> 2,012,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG346073(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <br>STAMPING: B 1235 1972 <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>19881115</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 6.2 MI SW FROM CHOWCHILLA. 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR SCHOOL AT CHOWCHILLA, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY 152, 0.25 MILE EAST OF THE JUNCTION OF ROAD 10, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF WESTBOUND LANES BRIDGE 41-11L OVER ASH SLOUGH, 15 FEET SOUTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. SECTION 5 T10S R15E. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU1099B 248http://www.geocaching.com/mark/details.asp?PID=GU1099B 248GeocacheGeocacheB 248CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 248</h1> <b> PID </b> GU1099 <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 59 32. (N) 120 00 24. (W) SCALED <br> <b> NAVD 88 </b> 91.89 (+/-2cm) 301.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.39 (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> 554,740. </td><td> 2,043,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 91.18 (m) 299.1 (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: 10SGF663981(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 248 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 3.5 MI NE FROM MADERA. 3.5 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, IN R18E T11S, IN THE NORTHEAST QUARTER OF SECTION 9, 0.3 MILE SOUTHWEST OF THE Y JUNCTION OF ROAD 400 LEADING NORTHEAST, ABOUT 80 YARDS WEST OF AND ACROSS THE HIGHWAY FROM A RANCHHOUSE, AT THE SOUTHEAST SIDE OF A COUNTY ASPHALT MIXING GROUNDS, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET NORTHWEST OF A 2-BY 6-INCH WHITE POST MARKED U S B M, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- THE ABOVE DISTANCE IS FROM THE COUNTY COURTHOUSE AT MADERA. ADD-- 2 FEET NORTHWEST OF REFERENCE POST. HR0662B 561http://www.geocaching.com/mark/details.asp?PID=HR0662B 561GeocacheGeocacheB 561USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 561</h1> <b> PID </b> HR0662 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> DAULTON (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 06. (N) 119 55 56. (W) SCALED <br> <b> NAVD 88 </b> 171.89 (+/-2cm) 563.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.79 (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> 568,780. </td><td> 2,050,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 171.17 (m) 561.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB394120(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: BB 561 CAL EL 1909 <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>1909 </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 7.1 MI S FROM RAYMOND. 7.1 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, AT THE JUNCTION OF COUNTY ROAD 603 WEST, 139 FEET WEST OF THE CENTER LINE OF ROAD 600, 57 FEET NORTH OF THE CENTER LINE OF ROAD 603, 70 FEET WEST OF A FENCE CORNER, 5.1 FEET NORTHEAST OF THE EAST BRACE POST IN THE FENCE LINE, 5.2 FEET NORTH OF A FENCE, 1.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND. SEC30, T9S, R19E. GU0709B 562http://www.geocaching.com/mark/details.asp?PID=GU0709B 562GeocacheGeocacheB 562CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 562</h1> <b> PID </b> GU0709 <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 11. (N) 120 05 00. (W) SCALED <br> <b> NAVD 88 </b> 79.20 (+/-2cm) 259.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.54 (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> 550,360. </td><td> 2,037,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 78.492 (m) 257.52 (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: 10SGF597936(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 29 FEET <br>STAMPING: B 562 1957 29 D <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 AT MADERA. AT MADERA, 1.0 MILE SOUTHWEST ALONG WEST YOSEMITE AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, THENCE 0.6 MILE WEST ALONG AVENUE 14 (HOWARD ROAD), AT THE WEST CITY LIMITS, IN R17E T11S, IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 26, AT THE T JUNCTION OF ROAD 25 1/2 LEADING NORTH, AT THE NORTHWEST CORNER OF THE LAWN OF DR. A.S. ROBERTSONS VETERINARIAN OFFICE, 30 FEET EAST OF THE PROLONGATION OF THE CENTER OF THE ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 6.9 FEET EAST OF A 4-BY 4-INCH WOODEN POST SUPPORTING A MADERA CITY LIMITS SIGN, 3 1/2 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE, 2.0 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, ABOUT LEVEL WITH THE AVENUE, AND CLAMPED ON THE TOP OF A 1/2-INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND. THE TOP 2-FEET OF THE ROD IS ENCASED IN A 4-INCH STOVEPIPE WHICH IS ENCASED IN CONCRETE. THE ROD WAS DRIVEN 29 FEET INTO THE GROUND TO SUDDEN REFUSAL. GU0772B 563http://www.geocaching.com/mark/details.asp?PID=GU0772B 563GeocacheGeocacheB 563CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 563</h1> <b> PID </b> GU0772 <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 58 54. (N) 120 26 27. (W) SCALED <br> <b> NAVD 88 </b> 41.92 (+/-2cm) 137.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.95 (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> 553,460. </td><td> 2,005,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.234 (m) 135.28 (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: 10SGF277959(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 563 1957 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 9.2 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 2.6 MILES SOUTH ALONG A PRIVATE ASPHALT ROAD, IN R14E T11S, 0.2 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 9, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 181 FEET NORTH OF A POWER POLE WITH A GUY WIRE, 129 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A STEEL CATTLEGUARD, 150 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST DIRT ROAD, 1.7 FEET WEST OF A FENCE, 1.9 FEET NORTH 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. HS1124B 564http://www.geocaching.com/mark/details.asp?PID=HS1124B 564GeocacheGeocacheB 564CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 564</h1> <b> PID </b> HS1124 <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 27 05. (W) SCALED <br> <b> NAVD 88 </b> 41.96 (+/-2cm) 137.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.86 (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> 2,004,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.273 (m) 135.41 (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: 10SGF267999(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: 28 FEET <br>STAMPING: B 564 1957 28 D <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</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 1958 6.6 MI SE FROM RED TOP. ABOUT 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, IN R 14 E, T 10 S, S 33, 36 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 29 FEET EAST OF THE CENTER LINE OF A LEVEE ROAD LEADING SOUTHEAST, 30 FEET NORTH OF THE NORTHEAST END OF A CATTLE GUARD, 55 FEET EAST OF BENCH MARK P 562, 2 FEET SOUTH OF A WITNESS POST, 2 FEET SOUTHEAST OF THE EAST END OF A GATE, ABOUT LEVEL WITH THE AVENUE, A DISK ON A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 28 FEET. THE UPPER PORTION OF THE ROD IS ENCASED IN CONCRETE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. GU1094B 683 RESET 1947http://www.geocaching.com/mark/details.asp?PID=GU1094B 683 RESET 1947GeocacheGeocacheB 683 RESET 1947CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 683 RESET 1947</h1> <b> PID </b> GU1094 <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 58 16. (N) 120 02 48. (W) SCALED <br> <b> NAVD 88 </b> 86.42 (+/-2cm) 283.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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> 552,380. </td><td> 2,040,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 85.71 (m) 281.2 (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: 10SGF629957(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 683 1943 RESET 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 AT MADERA. AT MADERA, 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 145 (EAST YOSEMITE AVENUE) FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, IN R18E T11S, IN THE SOUTHEAST QUARTER OF SECTION 18, 108.0 FEET NORTHEAST OF THE NORTH CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FREIGHT DEPOT, 33 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9 1/2 FEET SOUTHWEST OF A 12-INCH EUCALYPTUS TREE, 1.0 FOOT NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. HR0647B 691http://www.geocaching.com/mark/details.asp?PID=HR0647B 691GeocacheGeocacheB 691CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 691</h1> <b> PID </b> HR0647 <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 01 30. (N) 119 47 37. (W) SCALED <br> <b> NAVD 88 </b> 151.59 (+/-2cm) 497.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.51 (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> 558,500. </td><td> 2,062,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 150.842 (m) 494.89 (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: 11SKB514012(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 691 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 6.3 MI NW FROM FRIANT. 2.1 MILES NORTHWEST ALONG NORTH FORK ROAD FROM THE BRIDGE OVER SAN JOAQUIN RIVER AT FRIANT, THENCE 3.2 MILES WEST ALONG COUNTY ROAD 145, THENCE 0.55 MILE NORTH ALONG STATE HIGHWAY 41, THENCE 0.45 MILE NORTH ALONG COUNTY ROAD 209, 0.2 MILE NORTH OF A LARGE QUONSET HUT, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A FENCE CORNER, 61.5 FEET EAST AND ACROSS THE ROAD FROM THE CENTER OF A GATE, 1.3 FEET SOUTH 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. SEC 33, T10S, R20E. HR0445B 715 RESEThttp://www.geocaching.com/mark/details.asp?PID=HR0445B 715 RESETGeocacheGeocacheB 715 RESETCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 715 RESET</h1> <b> PID </b> HR0445 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> AHWAHNEE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 21 39. (N) 119 38 42. (W) SCALED <br> <b> NAVD 88 </b> 788.91 (+/-2cm) 2588.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 595,880. </td><td> 2,075,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 787.99 (m) 2585.3 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB657381(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 715 RESET 1959 <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>1959 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1959 2.8 MI N FROM OAKHURST. ABOUT 2.8 MILES NORTH ALONG A ROAD AND STATE HIGHWAY 41 FROM OAKHURST, ABOUT 2.2 MILES NORTH OF THE JUNCTION OF OLD OAKHURST ROAD, ON HEADWALL OF CULVERT DM 694, 23 FEET WEST OF THE CENTERLINE OF THE HIGHWAY ON TOP OF THE SOUTH END OF THE CULVERT HEADWALL, THE LETTERS U.S.B.M. PAINTED ON THE HEADWALL. GU0725B 802http://www.geocaching.com/mark/details.asp?PID=GU0725B 802GeocacheGeocacheB 802CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 802</h1> <b> PID </b> GU0725 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BONITA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 55 26. (N) 120 13 11. (W) SCALED <br> <b> NAVD 88 </b> 60.74 (+/-2cm) 199.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.78 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 547,080. </td><td> 2,024,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 60.03 (m) 196.9 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF476900(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 802 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 11 MI SW FROM MADERA. 1.0 MILE SOUTHWEST ALONG WEST YOSEMITE AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 2.0 MILES WEST ALONG AVENUE 14, THENCE 1.5 MILES SOUTH ALONG ROAD 24, THENCE 2.0 MILES WEST ALONG AVENUE 12 1/2, THENCE 0.5 MILE SOUTH ALONG ROAD 22, THENCE 4.0 MILES WEST ALONG AVENUE 12, IN R16E T11S, IN THE SOUTHWEST CORNER OF SECTION 34, 0.25 MILE EAST OF THE T JUNCTION OF ROAD 17 3/4 LEADING NORTH, NORTHEAST OF AND ACROSS THE AVENUE FROM THE T JUNCTION OF FENCES, AT A FENCE CORNER, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 12 FEET NORTH OF THE FENCE CORNER POST, 1.4 FEET NORTHWEST OF THE FENCE, 1.8 FEET NORTH OF A WITNESS POST, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HR0668B 808http://www.geocaching.com/mark/details.asp?PID=HR0668B 808GeocacheGeocacheB 808CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 808</h1> <b> PID </b> HR0668 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 56. (N) 119 53 48. (W) SCALED <br> <b> NAVD 88 </b> 164.73 (+/-2cm) 540.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.60 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 570,340. </td><td> 2,053,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 164.001 (m) 538.06 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB426134(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: B 808 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 6.2 MI S FROM RAYMOND. 4.7 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, THENCE 1.55 MILES SOUTHEAST ALONG COUNTY ROAD 407, IN THE TOP OF A HUGE LONE BOULDER PROJECTING ABOUT 6 FEET ABOVE THE GROUND, 77 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 46.7 FEET NORTHEAST OF A FENCE, 107 FEET NORTH OF A 24-INCH FORKED OAK TREE, 52.2 FEET EAST OF A WITNESS POST, AND ABOUT 4 FEET HIGHER THAN THE ROAD. SEC 21, T9S, R19E GU1067B 86http://www.geocaching.com/mark/details.asp?PID=GU1067B 86GeocacheGeocacheB 86CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 86</h1> <b> PID </b> GU1067 <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 21. (N) 120 01 10. (W) SCALED <br> <b> NAVD 88 </b> 84.57 (+/-2cm) 277.5 (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> 547,000. </td><td> 2,042,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 83.851 (m) 275.10 (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: 10SGF655904(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: ABUTMENT <br>STAMPING: 275.446 B 86 1930 <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>1930 </td><td>MONUMENTED </td><td>CGS</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 3.5 MI SE FROM MADERA. 3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, 0.3 MILE SOUTHEAST OF MILEPOLE 187, 8 1/2 RAILS SOUTHEAST OF THE CROSSING OF A PAVED ROAD, AT WOODEN BRIDGE 187.28 OVER COTTONWOOD CREEK, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT, 5.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TOP OF THE RAIL. HS1084B 932http://www.geocaching.com/mark/details.asp?PID=HS1084B 932GeocacheGeocacheB 932CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 932</h1> <b> PID </b> HS1084 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 05 00. (N) 120 20 03. (W) SCALED <br> <b> NAVD 88 </b> 60.04 (+/-2cm) 197.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.54 (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> 564,750. </td><td> 2,014,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 59.380 (m) 194.82 (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: 10SGG369074(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 932 1958 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1958 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 4.8 MI W FROM CHOWCHILLA. 2.7 MILES SOUTHWEST ALONG ROBERTSON BOULEVARD FROM THE WILSON GRAMMAR SCHOOL AT CHOWCHILLA, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 152, IN R15E T10S S9, 0.3 MILE WEST OF THE INTERSECTION OF ROAD 12 N, AT THE T JUNCTION OF A GRAVELED DRIVEWAY LEADING SOUTH, 84 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET SOUTH OF A FENCE CORNER POST, 10 1/2 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 2 FEET NORTHEAST OF A FENCE POST WITH TWO BRACES, 2.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK NOT FOUND. HS1320B 937http://www.geocaching.com/mark/details.asp?PID=HS1320B 937GeocacheGeocacheB 937CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 937</h1> <b> PID </b> HS1320 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 01 06. (N) 120 18 38. (W) SCALED <br> <b> NAVD 88 </b> 55.94 (+/-2cm) 183.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.68 (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> 557,540. </td><td> 2,016,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.27 (m) 181.3 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG392002(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 937 1958 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1958 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 AT DAIRYLAND. AT DAIRYLAND, IN R15E T10S S35, 62 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF AVENUE 18 1/2 AND ROAD 13, AT THE SOUTHEAST CORNER OF A MESH WIRE FENCE AROUND DAIRYLAND SCHOOL, 58 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 23 FEET WEST OF THE CENTER LINE OF THE ROAD, 21.6 FEET NORTH OF A FENCE CORNER POST, 1.8 FEET EAST OF A FENCE, 1 1/2 FEET NORTH OF TELEPHONE POLE 66, 1.4 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOVE THE GROUND. GU0738B 989http://www.geocaching.com/mark/details.asp?PID=GU0738B 989GeocacheGeocacheB 989CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 989</h1> <b> PID </b> GU0738 <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 56 01. (N) 120 20 19. (W) SCALED <br> <b> NAVD 88 </b> 49.12 (+/-2cm) 161.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.92 (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> 548,140. </td><td> 2,014,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.422 (m) 158.86 (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: 10SGF370908(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 989 1965 <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>1965 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1965 12.6 MI E FROM FIREBAUGH. 6.2 MILES EAST ALONG FIREBAUGH-MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.7 MILES NORTHEAST ALONG THE FIREBAUGH BOULEVARD, THENCE 4.7 MILES NORTH ALONG THE EAST RIGHT-OF-WAY FOR CHOWCHILLA CANAL BYPASS, 13 FEET WEST OF THE CENTER LINE OF A BLADED ROAD, 3.4 FEET WEST OF RIGHT-OF-WAY POST C7-27, 1.8 FEET SOUTH 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. HR2772BALLOON DOMEhttp://www.geocaching.com/mark/details.asp?PID=HR2772BALLOON DOMEGeocacheGeocacheBALLOON DOMECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BALLOON DOME</h1> <b> PID </b> HR2772 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BALLOON DOME (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 27 53.09047(N) 119 13 36.29621(W) ADJUSTED <br> <b> NAVD 88 </b> 2098.8 (meters) 6886. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.03 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.84 (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> 607,834.498 2</td><td>112,630.645</td><td> MT </td><td>0.99994160</td><td> +0 ' 46 46.3"</td></tr><tr><td>SPC CA 3 </td><td>1,994,203.68 6</td><td>931,189.04 </td><td> sFT </td><td>0.99994160</td><td> +0 ' 46 46.3"</td></tr><tr><td>SPC CA 4 </td><td> 736,540.508 1</td><td>979,939.259</td><td> MT </td><td>1.00004788</td><td> -0 ' 08 07.0"</td></tr><tr><td>SPC CA 4 </td><td>2,416,466.65 6</td><td>495,850.72 </td><td> sFT </td><td>1.00004788</td><td> -0 ' 08 07.0"</td></tr><tr><td>UTM 11 </td><td>4,148,758.688 </td><td>303,071.989</td><td> MT </td><td>1.00007771</td><td> -1 ' 21 17.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99967481 x 0.99994160 = 0.99961643 <br> <b>SPC CA 4 </b> 0.99967481 x 1.00004788 = 0.99972267 <br> <b>UTM 11 </b> 0.99967481 x 1.00007771 = 0.99975249 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 27 53.09983(N) 119 13 36.27795(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 37 27 53.31445(N) 119 13 32.83389(W) AD( ) 3 <br> NGVD 29 (07/19/86) 2097.5 (m) 6882. (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: 11SLB0307248759(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (CAA) STATION IS LOCATED ON THE HIGHEST POINT OF BALLOON DOME WHICH IS A VERY PROMINENT ISOLATED MASS OF SOLID GRANITE WHICH LIES BETWEEN THE SAN JOAQUIN RIVER AND THE SOUTH FORK OF THE SAN JOAQUIN RIVER, 2.15 MILES AIRLINE NORTHEAST OF THE CONFLUENCE OF THE TWO STREAMS AND 0.92 MILE SOUTHEAST OF THE CONFLUENCE OF MILLER GRANITE CREEK WITH THE SAN JOAQUIN RIVER, APPARENTLY IN THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SECTION 27, T.5S., R.25E. M.D.M., APPROXIMATELY 70 FEET SOUTH OF THE NORTH BREAK-OFF OF THE GRANITE AND NEAR THE SOUTH EDGE OF THE HIGHEST AND LARGEST GRANITE BOULDER ON THE SUMMIT OF THE DOME. <p>STATION WAS REACHED BY HELICOPTER BY FLYING 16 MINUTES FROM CAMP 61 HELIPORT. A VERY DIFFICULT POINT TO SET DOWN ON. HELICOPTER SET DOWN APPROXIMATELY 500 FEET SOUTH OF AND 100 FEET IN ELEVATION BELOW THE STATION. <p>STATION MARK, A U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE DISK, CEMENTED IN A DRILL HOLE IN THE TOP OF A HUGE GRANITE BOULDER AND STAMPED, BALLOON DOME L.B.L. 1968. <p>THERE IS A 1 INCH IN DIAMETER BRASS PLUG, PROJECTING APPROXIMATELY 1 INCH ABOVE THE GRANITE, 2.13 FEET SOUTH 45 DEGREES EAST OF THE CENTER OF THE 1968 STATION MARK. THERE IS A 1/8 INCH DEEP CENTER PUNCH HOLE IN THE CENTER OF THE PLUG. THERE IS NO IDENTIFICATION STAMPED ON THE PLUG. HS4566BERENDAhttp://www.geocaching.com/mark/details.asp?PID=HS4566BERENDAGeocacheGeocacheBERENDACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BERENDA</h1> <b> PID </b> HS4566 <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(1992)</b> 37 00 39.49249(N) 120 13 21.91071(W) ADJUSTED <br> <b> NAVD 88 </b> 65. (meters) 213. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.39 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.62 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The 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> 556,745.129 2</td><td>024,674.935</td><td> MT </td><td>1.00001198</td><td> +0 ' 10 11.1"</td></tr><tr><td>SPC CA 3 </td><td>1,826,587.98 6</td><td>642,621.02 </td><td> sFT </td><td>1.00001198</td><td> +0 ' 10 11.1"</td></tr><tr><td>UTM 10 </td><td>4,099,695.966 </td><td>747,099.888</td><td> MT </td><td>1.00035225</td><td> +1 ' 40 21.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999497 x 1.00001198 = 1.00000695 <br> <b>UTM 10 </b> 0.99999497 x 1.00035225 = 1.00034722 <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> BERENDA AZ MK </td><td>088° 11' 24.7"</td></tr><tr><td>UTM 10 </td><td> BERENDA AZ MK </td><td>086° 41' 14.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8742</td><td>BERENDA RM 1 </td><td> 64.218 METERS</td><td>069° 07' </td></tr><tr><td>HS4567</td><td>LOS ANGELES SAN FRAN AIR BN 23 </td><td>APPROX. 5.0 KM</td><td>081° 28' 08.6"</td></tr><tr><td>DA8741</td><td>BERENDA AZ MK </td><td> </td><td>088° 21' 35.8"</td></tr><tr><td>GU3358</td><td>MADERA AIRPORT BEACON </td><td>APPROX.10.3 KM</td><td>102° 50' 08.6"</td></tr><tr><td>GU3363</td><td>MADERA MUNICIPAL TANK </td><td>APPROX.15.8 KM</td><td>110° 46' 55.6"</td></tr><tr><td>GU3368</td><td>MADERA COUNTY COURTHOUSE TOWER </td><td>APPROX.15.4 KM</td><td>111° 33' 59.8"</td></tr><tr><td>DA8743</td><td>BERENDA RM 2 </td><td> 23.657 METERS</td><td>284° 06' </td></tr><tr><td>HS4571</td><td>CHOWCHILLA WEST ELEVATED TANK </td><td>APPROX.11.9 KM</td><td>344° 43' 35.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 00 39.49095(N) 120 13 21.90944(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 37 00 39.68790(N) 120 13 18.29530(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF4710099696(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION IS LOCATED ABOUT 4-1/2 MILES SW OF BERENDA, 10 MILES NW OF MADERA, AND 6 MILES W OF DIXIE INN ON U.S. HIGHWAY 99. IT IS ON THE GODFREY RANCH ON LAND LEASED BY F.H. SIMMONS. STATION ELEVATION IS ABOUT 206 FEET. <p>STATION MARK, STAMPED BERENDA 1943, IS A BRONZE DISK SET IN A MASS OF CONCRETE 4 FEET BELOW THE SURFACE. IT IS ABOUT 14-1/2 METERS S OF THE CENTER OF THE ROAD, 3 METERS N OF CANAL BANK, 4 METERS WSW OF A TREE STUMP IN FENCE LINE, AND 13 METERS SE OF A POWER POLE. <p>NO SURFACE OR WITNESS MARKS WERE ESTABLISHED. <p>REFERENCE MARK NO. 1, STAMPED BERENDA NO. 1 1943, IS A BRONZE DISK SET IN A BLOCK OF CONCRETE ABOUT 10 INCHES SQUARE AND PROJECTING 4 INCHES. IT IS ABOUT 8 METERS N OF THE CENTER OF THE ROAD, 2 FEET S OF FENCE LINE, AND 3 METERS NW OF MAIL BOX 207 B. <p>REFERENCE MARK NO. 2, STAMPED BERENDA NO. 2 1943, IS A BRONZE DISK SET IN A BLOCK OF CONCRETE 10 INCHES SQUARE AND PROJECTING 4 INCHES. IT IS 8.7 METERS S OF THE CENTER OF THE ROAD. <p>THE AZIMUTH MARK, STAMPED BERENDA 1943, IS A BRONZE DISK SET IN A BLOCK OF CONCRETE 10 INCHES SQUARE AND PROJECTING 4 INCHES. IT IS 0.5 MILE E OF THE STATION, ABOUT 6 METERS N OF THE CENTER OF THE ROAD, 2 METERS NE OF L.K. ROGERS MAIL BOX, AND 1 METER S OF FENCE LINE. <p>TO REACH FROM THE MAIN INTERSECTION IN MADERA GO NW ON U.S. HIGHWAY 99 FOR 4.8 MILES TO DIXIE INN ON LEFT. TURN LEFT AND FOLLOW SURFACED ROAD W 6.0 MILES TO STATION ON S SIDE OF ROAD AND JUST N OF THE SIMMONS RANCH HOUSE. HR2815BIG SHUTEYEhttp://www.geocaching.com/mark/details.asp?PID=HR2815BIG SHUTEYEGeocacheGeocacheBIG SHUTEYECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BIG SHUTEYE</h1> <b> PID </b> HR2815 <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 58.49453(N) 119 25 41.19774(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> 7.04 (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> 594,831.151 2</td><td>094,965.622</td><td> MT </td><td>0.99995358</td><td> +0 ' 39 22.5"</td></tr><tr><td>SPC CA 3 </td><td>1,951,541.87 6</td><td>873,233.04 </td><td> sFT </td><td>0.99995358</td><td> +0 ' 39 22.5"</td></tr><tr><td>SPC CA 4 </td><td> 723,819.258 1</td><td>962,067.684</td><td> MT </td><td>1.00002045</td><td> -0 ' 15 19.5"</td></tr><tr><td>SPC CA 4 </td><td>2,374,730.35 6</td><td>437,217.06 </td><td> sFT </td><td>1.00002045</td><td> -0 ' 15 19.5"</td></tr><tr><td>UTM 11 </td><td>4,136,419.411 </td><td>284,932.211</td><td> MT </td><td>1.00016980</td><td> -1 ' 28 25.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99960487 x 0.99995358 = 0.99955846 <br> <b>SPC CA 4 </b> 0.99960487 x 1.00002045 = 0.99962531 <br> <b>UTM 11 </b> 0.99960487 x 1.00016980 = 0.99977460 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 20 58.49859(N) 119 25 41.19171(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 20 58.69738(N) 119 25 37.71649(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: 11SKB8493236419(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. HR2793BLUFFhttp://www.geocaching.com/mark/details.asp?PID=HR2793BLUFFGeocacheGeocacheBLUFFCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BLUFF</h1> <b> PID </b> HR2793 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> SQUAW DOME (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 22 29.90273(N) 119 19 27.72116(W) ADJUSTED <br> <b> NAVD 88 </b> 1586. (meters) 5203. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.23 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -26.79 (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 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> 597,759.187 2</td><td>104,121.069</td><td> MT </td><td>0.99995059</td><td> +0 ' 43 11.1"</td></tr><tr><td>SPC CA 3 </td><td>1,961,148.27 6</td><td>903,270.54 </td><td> sFT </td><td>0.99995059</td><td> +0 ' 43 11.1"</td></tr><tr><td>SPC CA 4 </td><td> 726,601.322 1</td><td>971,269.254</td><td> MT </td><td>1.00002615</td><td> -0 ' 11 36.6"</td></tr><tr><td>SPC CA 4 </td><td>2,383,857.84 6</td><td>467,405.88 </td><td> sFT </td><td>1.00002615</td><td> -0 ' 11 36.6"</td></tr><tr><td>UTM 11 </td><td>4,139,005.554 </td><td>294,191.975</td><td> MT </td><td>1.00012178</td><td> -1 ' 24 41.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99975536 x 0.99995059 = 0.99970596 <br> <b>SPC CA 4 </b> 0.99975536 x 1.00002615 = 0.99978150 <br> <b>UTM 11 </b> 0.99975536 x 1.00012178 = 0.99987711 <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> RIDGE </td><td>153° 42' 35.0"</td></tr><tr><td>SPC CA 4 </td><td> RIDGE </td><td>154° 37' 22.7"</td></tr><tr><td>UTM 11 </td><td> RIDGE </td><td>155° 50' 27.3"</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>HR2798</td><td>RIDGE </td><td>APPROX. 4.9 KM</td><td>154° 25' 46.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 22 29.90798(N) 119 19 27.71250(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 37 22 30.09988(N) 119 19 24.25420(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: 11SKB9419239006(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (DSH) STATION IS LOCATED APPROXIMATELY 3 AIR MILES SOUTHWEST OF MINARETS RANGER STATION. IT IS ON THE EAST SIDE ABOUT 6 FEET BELOW THE TOP OF A GRANITE BLUFF WHICH LIES ON THE NORTHEAST SIDE OF SUMMIT MEADOW. <p>ROUTE TO STATION--FROM MINARETS RANGER STATION, TAKE MAMMOTH ROAD SOUTH 0.5 MILES TO DIRT ROAD ON LEFT LEADING TO LITTLE JACKASS CAMPGROUND AND SUMMIT MEADOW. FOLLOW THIS SIDE ROAD 0.7 MILES TO FORK TO SUMMIT MEADOW ON RIGHT. TAKE RIGHT FORK 1.8 MILES TO A Y IN ROAD. TAKE LEFT FORK FOR 0.2 MILES. STATION IS ON RISE TO EAST ABOUT 300 FEET FROM ROAD. <p>STATION MARK--THE STATION MARK IS A STANDARD USDA FOREST SERVICE BRONZE DISK CEMENTED FLUSH WITH THE GRANITE IN A DRILL HOLE. IT IS STAMPED BLUFF 1961. <p>ELEVATION--5191.8 FT. HR2816BMhttp://www.geocaching.com/mark/details.asp?PID=HR2816BMGeocacheGeocacheBMCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BM</h1> <b> PID </b> HR2816 <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 58.50638(N) 119 25 41.15476(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> 7.03 (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> 594,831.529 2</td><td>094,966.676</td><td> MT </td><td>0.99995358</td><td> +0 ' 39 22.5"</td></tr><tr><td>SPC CA 3 </td><td>1,951,543.11 6</td><td>873,236.50 </td><td> sFT </td><td>0.99995358</td><td> +0 ' 39 22.5"</td></tr><tr><td>SPC CA 4 </td><td> 723,819.619 1</td><td>962,068.744</td><td> MT </td><td>1.00002045</td><td> -0 ' 15 19.4"</td></tr><tr><td>SPC CA 4 </td><td>2,374,731.53 6</td><td>437,220.54 </td><td> sFT </td><td>1.00002045</td><td> -0 ' 15 19.4"</td></tr><tr><td>UTM 11 </td><td>4,136,419.749 </td><td>284,933.278</td><td> MT </td><td>1.00016979</td><td> -1 ' 28 25.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99960487 x 0.99995358 = 0.99955846 <br> <b>SPC CA 4 </b> 0.99960487 x 1.00002045 = 0.99962531 <br> <b>UTM 11 </b> 0.99960487 x 1.00016979 = 0.99977459 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 20 58.51044(N) 119 25 41.14874(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 20 58.70923(N) 119 25 37.67352(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: 11SKB8493336420(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. HR2841BMhttp://www.geocaching.com/mark/details.asp?PID=HR2841BMGeocacheGeocacheBMCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BM</h1> <b> PID </b> HR2841 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 08 11.24961(N) 119 55 53.00281(W) ADJUSTED <br> <b> NAVD 88 </b> 271. (meters) 889. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.36 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.71 (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> 570,788.588 2</td><td>050,521.363</td><td> MT </td><td>0.99998631</td><td> +0 ' 20 53.2"</td></tr><tr><td>SPC CA 3 </td><td>1,872,662.23 6</td><td>727,418.84 </td><td> sFT </td><td>0.99998631</td><td> +0 ' 20 53.2"</td></tr><tr><td>UTM 11 </td><td>4,114,033.677 </td><td>239,612.247</td><td> MT </td><td>1.00043532</td><td> -1 ' 46 14.6"</td></tr><tr><td>UTM 10 </td><td>4,114,419.429 </td><td>772,579.821</td><td> MT </td><td>1.00051538</td><td> +1 ' 51 13.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99996249 x 0.99998631 = 0.99994880 <br> <b>UTM 11 </b> 0.99996249 x 1.00043532 = 1.00039780 <br> <b>UTM 10 </b> 0.99996249 x 1.00051538 = 1.00047785 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 08 11.24259(N) 119 55 52.99765(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 08 11.43900(N) 119 55 49.42400(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: 11SKB3961214034(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>1950 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1950 SEE STATION RABBIT HS1327BM USBRhttp://www.geocaching.com/mark/details.asp?PID=HS1327BM USBRGeocacheGeocacheBM USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BM USBR</h1> <b> PID </b> HS1327 <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 06. (N) 120 11 03. (W) SCALED <br> <b> NAVD 88 </b> 71.41 (+/-2cm) 234.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.58 (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> 557,570. </td><td> 2,028,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 70.72 (m) 232.0 (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: 10SGG505006(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 7 MI E FROM DAIRYLAND. 7.0 MILES EAST ALONG AVENUE 18 1/2 (LINCOLN AVENUE) FROM THE DAIRYLAND SCHOOL AT DAIRYLAND, 7.1 MILES NORTHWEST OF MADERA, IN R16E T10S S36, 73 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF ROAD 20, IN THE TOP OF THE EAST CONCRETE HEAD WALL OF A 36-INCH CONCRETE PIPE CULVERT UNDER THE ROAD, 53 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE AVENUE, AND ABOUT LEVEL WITH THE GROUND. GU3366BORDENhttp://www.geocaching.com/mark/details.asp?PID=GU3366BORDENGeocacheGeocacheBORDENCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BORDEN</h1> <b> PID </b> GU3366 <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(1992)</b> 36 56 17.41803(N) 120 02 05.92124(W) ADJUSTED <br> <b> NAVD 88 </b> 90.5 (meters) 297. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.48 (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 3 </td><td> 548,732.372 2</td><td>041,426.898</td><td> MT </td><td>1.00002903</td><td> +0 ' 17 04.9"</td></tr><tr><td>SPC CA 3 </td><td>1,800,299.46 6</td><td>697,581.41 </td><td> sFT </td><td>1.00002903</td><td> +0 ' 17 04.9"</td></tr><tr><td>UTM 10 </td><td>4,092,121.727 </td><td>764,062.459</td><td> MT </td><td>1.00045910</td><td> +1 ' 46 58.3"</td></tr><tr><td>UTM 11 </td><td>4,092,317.999 </td><td>229,705.683</td><td> MT </td><td>1.00050013</td><td> -1 ' 49 29.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999089 x 1.00002903 = 1.00001992 <br> <b>UTM 10 </b> 0.99999089 x 1.00045910 = 1.00044999 <br> <b>UTM 11 </b> 0.99999089 x 1.00050013 = 1.00049102 <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> COTTONWOOD </td><td>141° 29' 35.8"</td></tr><tr><td>UTM 10 </td><td> COTTONWOOD </td><td>139° 59' 42.4"</td></tr><tr><td>UTM 11 </td><td> COTTONWOOD </td><td>143° 36' 10.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU3360</td><td>COTTONWOOD </td><td>APPROX. 2.1 KM</td><td>141° 46' 40.7"</td></tr><tr><td>DA8137</td><td>BORDEN RM 1 </td><td> 12.890 METERS</td><td>200° 12' </td></tr><tr><td>DA8138</td><td>BORDEN RM 2 </td><td> 4.487 METERS</td><td>260° 42' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 56 17.41700(N) 120 02 05.91911(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 56 17.60643(N) 120 02 02.34171(W) AD( ) 2 <br> NGVD 29 (07/19/86) 89.8 (m) 295. (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: 10SGF6406292122(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>1972 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1972 (HF) BORDEN (CDH) IS LOCATED IN THE VICINITY OF HIGHWAY 99 AND AVENUE 13 TWO AIRLINE MILES SOUTHEAST OF MADERA. <p>TO REACH FROM MADERA. FROM THE INTERSECTION OF STATE HIGHWAYS 99 AND 145 GO SOUTH 1.05 MILES TO AVENUE 13. TURN LEFT AND GO EAST FOR 1.1 MILES TO EAST END OF (AVENUE 13-HIGHWAY 99) OVERCROSSING, AND STATION ON LEFT AS DESCRIBED. <p>STATION COTTONWOOD (CDH) CAN BE USED FOR AN AZIMUTH MARK. TO REACH SEE THE DESCRIPTION FOR COTTONWOOD (CDH). <p>STATION--STAMPED BORDEN 1972. A CDH BRASS TABLET SET IN A 14 IN DIAM. CONCRETE POST PROJECTING 5 IN. UNDERGROUND MONUMENT IS A CDH BRASS TABLET STAMPED AS PRECEDING. SET IN CONCRETE DOWN 4.0 FEET. <p>4.5 FT SE OF STEEL WITNESS POST <p>23.0 FT N OF CENTER OF AVENUE 13 <p>14.5 FT E OF BRIDGE ABUTMENT <p>AZIMUTH MARK--SEE DESCRIPTION FOR COTTONWOOD CDH. <p>R.M. 1--STAMPED BORDEN NO. 1 1972. A CDH BRASS TABLET SET FLUSH IN TOP OF CONCRETE GUARD RAIL POST ON THE SE END OF THE AVENUE 13, HIGHWAY 99 OVERCROSSING. <p>17.0 FT S OF CENTER OF AVENUE 13 <p>7.0 FT WNW OF ELECTRICITY PULLBOX <p>3.0 FT ABOVE ROADWAY <p>R.M. 2--STAMPED BORDEN NO. 2 1972. A CDH BRASS TABLET SET FLUSH IN SIDEWALK OF AVENUE 13, HIGHWAY 99 OVERCROSSING AT THE NE CORNER. <p>20.5 FT N OF CENTER OF AVENUE 13 <p>4.5 FT N OF EDGE OF SIDEWALK <p>1.0 FT ABOVE ROADWAY <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS. HR2808BRIDGEhttp://www.geocaching.com/mark/details.asp?PID=HR2808BRIDGEGeocacheGeocacheBRIDGEUSFSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BRIDGE</h1> <b> PID </b> HR2808 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MAMMOTH POOL DAM (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 19 34.22038(N) 119 19 26.42503(W) ADJUSTED <br> <b> NAVD 88 </b> 1025. (meters) 3363. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 9.99 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.01 (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 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> 592,344.164 2</td><td>104,221.008</td><td> MT </td><td>0.99995651</td><td> +0 ' 43 11.9"</td></tr><tr><td>SPC CA 3 </td><td>1,943,382.48 6</td><td>903,598.42 </td><td> sFT </td><td>0.99995651</td><td> +0 ' 43 11.9"</td></tr><tr><td>SPC CA 4 </td><td> 721,185.030 1</td><td>971,282.871</td><td> MT </td><td>1.00001537</td><td> -0 ' 11 35.9"</td></tr><tr><td>SPC CA 4 </td><td>2,366,087.89 6</td><td>467,450.55 </td><td> sFT </td><td>1.00001537</td><td> -0 ' 11 35.9"</td></tr><tr><td>UTM 11 </td><td>4,133,589.646 </td><td>294,090.528</td><td> MT </td><td>1.00012230</td><td> -1 ' 24 34.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99984339 x 0.99995651 = 0.99979991 <br> <b>SPC CA 4 </b> 0.99984339 x 1.00001537 = 0.99985876 <br> <b>UTM 11 </b> 0.99984339 x 1.00012230 = 0.99996567 <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> MILE HIGH </td><td>231° 08' 00.1"</td></tr><tr><td>SPC CA 4 </td><td> MILE HIGH </td><td>232° 02' 47.9"</td></tr><tr><td>UTM 11 </td><td> MILE HIGH </td><td>233° 15' 46.8"</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>HR2799</td><td>WEST ABUT </td><td>479.153 METERS</td><td>117° 00' 41.4"</td></tr><tr><td>HR2803</td><td>MILE HIGH </td><td>APPROX. 2.7 KM</td><td>231° 51' 12.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 19 34.22594(N) 119 19 26.41754(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 37 19 34.42078(N) 119 19 22.95434(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: 11SKB9409133590(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <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>1961 </td><td>MONUMENTED </td><td>USFS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US FOREST SERVICE 1961 (DSH) STATION IS LOCATED APPROXIMATELY 6-1/2 AIRMILES SOUTH SOUTHEAST OF MINARETS RANGER STATION, ON A GRANITE OUTCROP ON THE SOUTH SIDE OF A GROUP OF GRANITE OUTCROP WEST OF THE SPILLWAY BRIDGE AT MAMMOTH POOL DAM. <p>ROUTE TO STATION--FROM MINARETS RANGER STATION TAKE THE MAMMOTH ROAD SOUTH FOR 2.3 MILES TO SIDE ROAD ON LEFT GOING TO MAMMOTH POOL DAM AND LOGAN MEADOW. TAKE THE MAMMOTH POOL DAM ROAD FOR 3.5 MILES TO FORK. TAKE THE RIGHT FORK ACROSS BRIDGE TO MAMMOTH POOL DAM ROAD FOR 2.4 MILES. ASCEND RIDGE SOUTH OF ROAD TO GRANITE OUTCROP ON SOUTH SIDE, ABOUT 200 FEET SOUTHEAST OF POINT OF DEPARTURE IS STATION. <p>STATION MARK--THE STATION MARK IS A STANDARD U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE BRONZE DISK CEMENTED FLUSH WITH THE GRANITE IN A DRILL HOLE. IT IS STAMPED BRIDGE 1961. <p>ELEVATION--3414.2 FT. HR2865BUENA VISTAhttp://www.geocaching.com/mark/details.asp?PID=HR2865BUENA VISTAGeocacheGeocacheBUENA VISTAUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BUENA VISTA</h1> <b> PID </b> HR2865 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MARIPOSA GROVE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 35 38.78302(N) 119 31 03.58087(W) ADJUSTED <br> <b> NAVD 88 </b> 2960.8 (meters) 9714. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 13.08 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.68 (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> 621,879.928 2</td><td>086,747.188</td><td> MT </td><td>0.99993291</td><td> +0 ' 36 05.1"</td></tr><tr><td>SPC CA 3 </td><td>2,040,284.40 6</td><td>846,269.73 </td><td> sFT </td><td>0.99993291</td><td> +0 ' 36 05.1"</td></tr><tr><td>UTM 11 </td><td>4,163,762.204 </td><td>277,724.848</td><td> MT </td><td>1.00020860</td><td> -1 ' 32 11.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99953962 x 0.99993291 = 0.99947256 <br> <b>UTM 11 </b> 0.99953962 x 1.00020860 = 0.99974813 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS5562</td><td>BUENA VISTA RM 1 </td><td> 2.660 METERS</td><td>089° 58' </td></tr><tr><td>CS5561</td><td>BUENA VISTA RM 2 </td><td> 6.230 METERS</td><td>218° 35' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 35 38.77533(N) 119 31 03.58958(W) AD(1984.00) 3 <br> NGVD 29 (03/15/91) 2959.4 (m) 9709. (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: 11SKB7772563762(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 80 = SET IN A BOULDER <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>1952 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1952 LOCATED ABOUT 11 MI SSE. OF YOSEMITE, 8.5 MI NE. OF WAWONA. ON HIGHEST POINT OF BUENA VISTA CREST. <p>TO REACH FROM BUCK CAMP RANGER STATION IN SOUTHERN YOSEMITE PARK BY PACK TRAIN VIA ROYAL ARCH LAKE, TURN OFF TRAIL AT BUENA VISTA PASS TO W. UP RIDGE TO HIGHEST POINT AND STATION. HORSES CAN BE TAKEN TO WITHIN 20-MINUTE PACK OF STATION. <p>STATION MARK--STANDARD TABLET STAMPED---BUENA VISTA 1952---, CEMENTED IN ROCK. <p>RM 1--COPPER NAIL AND WASHER WEDGED IN BOULDER. <p>RM 2--COPPER NAIL AND WASHER WEDGED IN BOULDER. <p> <h2>STATION RECOVERY (1956) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 RECOVERED AS DESCRIBED BY USGS. RM 2 NOT FOUND. <p>REACHED BY HELICOPTER. GU1211C 1194http://www.geocaching.com/mark/details.asp?PID=GU1211C 1194GeocacheGeocacheC 1194CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1194</h1> <b> PID </b> GU1211 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> MENDOTA DAM (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 21. (N) 120 21 48. (W) SCALED <br> <b> NAVD 88 </b> 47.80 (+/-2cm) 156.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.24 (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> 532,100. </td><td> 2,012,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 47.07 (m) 154.4 (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: 10SGF352747(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 1194 1968 <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>1968 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 0.6 MI NE FROM MENDOTA DAM. 0.6 MILE NORTHEAST ALONG A DIRT ROAD FROM THE NORTHEAST END OF MENDOTA DAM, AT THE CROSSING OF COLUMBIA CANAL, ACROSS THE ROAD FROM A WATER WELL AND PUMP, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD ALONG THE SOUTHWEST SIDE OF THE CANAL, 3 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. HR0669C 1234http://www.geocaching.com/mark/details.asp?PID=HR0669C 1234GeocacheGeocacheC 1234NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1234</h1> <b> PID </b> HR0669 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> RAYMOND (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 32. (N) 119 53 25. (W) SCALED <br> <b> NAVD 88 </b> 155.71 (+/-2cm) 510.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.60 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 569,600. </td><td> 2,054,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 154.977 (m) 508.45 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB432127(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: GRANITE OUTCROP <br>STAMPING: C 1234 1972 <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>1972 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 6.9 MI S FROM RAYMOND. 4.7 MILES SOUTH ALONG COUNTY ROAD 600 FROM THE POST OFFICE AT RAYMOND, THENCE 2.2 MILES SOUTHEAST ALONG COUNTY ROAD 407, 0.05 MILE SOUTHEAST AND ACROSS THE ROAD FROM T JUNCTION FENCES, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 81 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41.5 FEET SOUTHWEST OF A FENCE, 20 FEET SOUTH OF THE CENTER OF A SMALL WASH, 41.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD. SECTION 27, T9S, R19E HS1097C 1235http://www.geocaching.com/mark/details.asp?PID=HS1097C 1235GeocacheGeocacheC 1235NGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1235</h1> <b> PID </b> HS1097 <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 05 00. (N) 120 24 42. (W) SCALED <br> <b> NAVD 88 </b> 50.075 (meters) 164.29 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.61 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 50.036 (meters) 164.16 (feet) COMP <br> <b> MODELED GRAV</b> 979,865.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 564,740. </td><td> 2,007,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.708 (m) 163.08 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG300072(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: C 1235 1972 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>19881115</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 9.1 MI SW FROM CHOWCHILLA. 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 233 FROM WILSON GRAMMAR SCHOOL AT CHOWCHILLA, THENCE 6.35 MILES WEST ALONG STATE HIGHWAY 152, IN THE TOP AND 1.3 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT NO. 4/50, 29 1/2 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. SECTION 2 T10S R14E. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. HR0685C 248http://www.geocaching.com/mark/details.asp?PID=HR0685C 248GeocacheGeocacheC 248CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 248</h1> <b> PID </b> HR0685 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> DAULTON (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 00 16. (N) 119 58 47. (W) SCALED <br> <b> NAVD 88 </b> 102.73 (+/-2cm) 337.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.31 (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> 556,110. </td><td> 2,046,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.014 (m) 334.69 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA348995(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 248 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.1 MI NE FROM MADERA. 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 1.3 MILES NORTHEAST ALONG COUNTY ROAD 400, IN R18E T11S, IN THE WEST HALF OF SECTION 2, AT THE APPROXIMATELY CENTER OF A CUT, ON THE TOP OF THE SOUTHEAT BANK OF THE CUT, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD (SLOPE MEASUREMENT), 1.0 FOOT SOUTHEAST OF A 4- BY 4-INCH CONCRETE POST PROJECTING 2 FEET ABOVE THE GROUND, 1.0 FOOT NORTHWEST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 15 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1116C 564http://www.geocaching.com/mark/details.asp?PID=HS1116C 564GeocacheGeocacheC 564CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 564</h1> <b> PID </b> HS1116 <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 04 37. (N) 120 28 25. (W) SCALED <br> <b> NAVD 88 </b> 43.30 (+/-2cm) 142.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.72 (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> 564,030. </td><td> 2,002,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 42.611 (m) 139.80 (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: 10SGG245063(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: C 564 1957 63 D <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 15, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881115</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1.5 MI SE FROM RED TOP. ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT RED TOP, THENCE 0.5 MILE SOUTH ALONG ROAD 4, IN R 14 E T 10 S, S 8, AT THE JUNCTION OF A ROAD EAST, 39 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 26 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 4 FEET SOUTH OF POLE 14 WITH GUY WIRE, 2 FEET NORTH OF A WITNESS POST, 1 FOOT WEST OF A FENCE LINE AND CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROAD THAT PROJECTS 0.2 FOOT. THE UPPER PORTION OF THE ROAD IS IN CONCRETE. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU1097C 683http://www.geocaching.com/mark/details.asp?PID=GU1097C 683GeocacheGeocacheC 683CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 683</h1> <b> PID </b> GU1097 <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 59 07. (N) 120 01 14. (W) SCALED <br> <b> NAVD 88 </b> 92.83 (+/-2cm) 304.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.42 (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> 553,970. </td><td> 2,042,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 92.122 (m) 302.24 (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: 10SGF651973(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 683 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 2.6 MI NE FROM MADERA. 2.6 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, IN R18E T11S, IN THE SOUTHEAST QUARTER OF SECTION 8, 0.35 MILE NORTHEAST OF THE ATCHISON, TOPEKA AND SANTA FE OVERPASS, 0.1 MILE SOUTHWEST OF THE T JUNCTION OF ROAD 29 N LEADING SOUTH, ON THE INSIDE OF A SLIGHT CURVE, AT A JOG IN THE FENCE, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHWEST OF THE FENCE, 1.1 FEET SOUTHEAST OF A 4-BY 4-INCH POST MARKED U S B M, 1.5 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. GU1098C 683 RESET 1969http://www.geocaching.com/mark/details.asp?PID=GU1098C 683 RESET 1969GeocacheGeocacheC 683 RESET 1969CADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 683 RESET 1969</h1> <b> PID </b> GU1098 <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 59 08. (N) 120 01 10. (W) SCALED <br> <b> NAVD 88 </b> 91.85 (+/-2cm) 301.3 (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> 554,000. </td><td> 2,042,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 91.14 (m) 299.0 (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: 10SGF652974(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1969 </td><td>GOOD</td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED 1969 2.9 MI NE FROM MADERA. ABOUT 2.9 MILES NORTHEAST ALONG STATE HIGHWAY 145 FROM THE COURTHOUSE AT MADERA, 390 FEET SOUTHWEST OF THE INTERSECTING CENTER LINES OF STATE HIGHWAY 145 AND ROAD 29, 53 FEET OFF CENTER LINE STRIPE, 2 FEET INSIDE RIGHT-OF-WAY FENCE AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE PAVEMENT. HR0646C 691http://www.geocaching.com/mark/details.asp?PID=HR0646C 691GeocacheGeocacheC 691CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 691</h1> <b> PID </b> HR0646 <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 02 23. (N) 119 47 38. (W) SCALED <br> <b> NAVD 88 </b> 159.48 (+/-2cm) 523.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.48 (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> 560,140. </td><td> 2,062,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 158.730 (m) 520.77 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKB515029(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 691 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 7.3 MI NW FROM FRIANT. 2.1 MILES NORTHWEST ALONG NORTH FORK ROAD FROM THE BRIDGE OVER SAN JOAQUIN RIVER AT FRIANT, THENCE 3.2 MILES WEST ALONG COUNTY ROAD 145, THENCE 0.55 MILE NORTH ALONG STATE HIGHWAY 41, THENCE 1.45 MILES NORTH ALONG COUNTY ROAD 209, AT THE JUNCTION OF COUNTY ROAD 208, AT THE NORTHWEST CORNER OF THE JUNCTION, 26 FEET WEST OF THE CENTER LINE OF ROAD 209, 30.5 FEET NORTH OF THE CENTER LINE OF ROAD 208, 24 FEET EAST OF A TELEPHONE POLE, 3.0 FEET EAST OF A FENCE, 1 1/2 FEET WEST OF A STOP SIGN, 0.5 FOOT EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. SEC 21, T10S, R20E. HR0437C 715http://www.geocaching.com/mark/details.asp?PID=HR0437C 715GeocacheGeocacheC 715CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 715</h1> <b> PID </b> HR0437 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BASS LAKE (1990) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 39. (N) 119 33 14. (W) SCALED <br> <b> NAVD 88 </b> 1045.26 (+/-2cm) 3429.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.32 (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> 590,410. </td><td> 2,083,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1044.278 (m) 3426.10 (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: 11SKB736324(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: C 715 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 8.7 MI N FROM NORTH FORK. 8.7 MILES NORTH ALONG THE MIAMI ROAD FROM THE SIERRA INN AT NORTH FORK, MADERA COUNTY, 50 FEET WEST OF A SMALL BROWN COTTAGE ON THE EDGE OF BASS LAKE, ON THE OUTSIDE OF A SHARP CURVE OVER THE TOP OF A SMALL HILL, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A LARGE BOULDER. A STANDARD DISK, STAMPED C 715 1943. GU0724C 802http://www.geocaching.com/mark/details.asp?PID=GU0724C 802GeocacheGeocacheC 802CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 802</h1> <b> PID </b> GU0724 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> BONITA RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 55 25. (N) 120 12 04. (W) SCALED <br> <b> NAVD 88 </b> 62.68 (+/-2cm) 205.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 547,060. </td><td> 2,026,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 61.98 (m) 203.3 (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: 10SGF493900(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 802 1947 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 10 MI SW FROM MADERA. 1.0 MILE SOUTHWEST ALONG WEST YOSEMITE AVENUE FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT MADERA, THENCE 2.0 MILES WEST ALONG AVENUE 14, THENCE 1.5 MILES SOUTH ALONG ROAD 24, THENCE 2.0 MILES WEST ALONG AVENUE 12 1/2, THENCE 0.5 MILE SOUTH ALONG ROAD 22, THENCE 3.0 MILES WEST ALONG AVENUE 12, IN R16E T12S, IN THE NORTHWEST CORNER OF SECTION 2, AT THE T JUNCTION OF ROAD 19 LEADING NORTH, 132.6 FEET SOUTHEAST OF AND ACROSS THE AVENUE FROM THE SOUTHEAST CORNER OF THE FENCE AROUND THE PACIFIC GAS AND ELECTRIC COMPANY BONITA JUNCTION SUBSTATION, 77 FEET EAST OF THE PROLONGATION OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 5 1/2 FEET SOUTHWEST OF A FENCE POST (AT AN ANGLE IN THE FENCE), 2.2 FEET NORTHWEST OF THE FENCE, 2.0 FEET SOUTH OF A WITNESS POST, 1.3 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GU1065C 86http://www.geocaching.com/mark/details.asp?PID=GU1065C 86GeocacheGeocacheC 86CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 86</h1> <b> PID </b> GU1065 <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 54 17. (N) 120 00 06. (W) SCALED <br> <b> NAVD 88 </b> 81.75 (+/-2cm) 268.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.43 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 545,040. </td><td> 2,044,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 81.030 (m) 265.85 (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: 10SGF671885(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: 266.184 C 86 1930 <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>1930 </td><td>MONUMENTED </td><td>CGS</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 5.1 MI SE FROM MADERA. 5.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MADERA, 0.3 MILE NORTHWEST OF THE CROSSING OF COUNTY PAVED ROAD 10 1/2 E, 0.15 MILE NORTHWEST OF MILEPOLE 189, 111 FEET NORTHWEST OF AN IRRIGOSA ONE MILE SIGN, 116.5 FEET SOUTH OF AND ACROSS THE TRACK FROM TELEGRAPH POLE 22G, 45.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32.3 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HIGHWAY 99, 1.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1321C 937http://www.geocaching.com/mark/details.asp?PID=HS1321C 937GeocacheGeocacheC 937CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 937</h1> <b> PID </b> HS1321 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 01 05. (N) 120 17 33. (W) SCALED <br> <b> NAVD 88 </b> 56.98 (+/-2cm) 186.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (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> 557,520. </td><td> 2,018,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 56.301 (m) 184.71 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG408003(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 937 1958 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1958 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 1 MI E FROM DAIRYLAND. 1.0 MILE EAST ALONG AVENUE 18 1/2 (LINCOLN AVENUE) FROM THE DAIRYLAND SCHOOL AT DAIRYLAND, IN R15E T10S S36, 47 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF ROAD 14, 36 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHEAST OF A FENCE CORNER POST, 2 FEET NORTH OF AN AVENUE MARKER POST, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1301C 939http://www.geocaching.com/mark/details.asp?PID=HS1301C 939GeocacheGeocacheC 939CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 939</h1> <b> PID </b> HS1301 <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 06 51. (N) 120 08 31. (W) SCALED <br> <b> NAVD 88 </b> 90.69 (+/-2cm) 297.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 568,220. </td><td> 2,031,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 90.013 (m) 295.32 (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: 10SGG539113(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: C 939 1958 <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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 10.2 MI SE FROM LE GRAND. 10.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT LE GRAND, 22 RAILS NORTHWEST OF BLOCK SIGNAL AND HOUSE 599, AT A 36-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL, 14.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK. GU0740C 989http://www.geocaching.com/mark/details.asp?PID=GU0740C 989GeocacheGeocacheC 989CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 989</h1> <b> PID </b> GU0740 <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 57 11. (N) 120 20 38. (W) SCALED <br> <b> NAVD 88 </b> 49.13 (+/-2cm) 161.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 550,290. </td><td> 2,013,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.441 (m) 158.93 (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: 10SGF364929(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 989 1965 <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>1965 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1965 13.6 MI E FROM FIREBAUGH. 6.2 MILES EAST ALONG FIREBAUGH-MADERA ROAD FROM THE COURTHOUSE AT FIREBAUGH, THENCE 1.7 MILES NORTHEAST ALONG FIREBAUGH BOULEVARD, THENCE 5.7 MILES NORTH ALONG THE EAST RIGHT-OF-WAY FOR CHOWCHILLA CANAL BYPASS, AT THE CROSSING OF AVENUE 14, 45 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 3.3 FEET WEST OF RIGHT-OF-WAY POST C7-17B, 25 FEET EAST-SOUTHEAST OF A POWER POLE, 0.9 FOOT NORTH OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. GT2104CANALhttp://www.geocaching.com/mark/details.asp?PID=GT2104CANALGeocacheGeocacheCANALCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CANAL</h1> <b> PID </b> GT2104 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> LANES BRIDGE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 36 55 23.49101(N) 119 51 28.70850(W) ADJUSTED <br> <b> NAVD 88 </b> 109. (meters) 358. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> 6.29 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.98 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1998. <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> 547,163.230 2</td><td>057,206.611</td><td> MT </td><td>1.00003274</td><td> +0 ' 23 35.0"</td></tr><tr><td>SPC CA 3 </td><td>1,795,151.36 6</td><td>749,352.02 </td><td> sFT </td><td>1.00003274</td><td> +0 ' 23 35.0"</td></tr><tr><td>SPC CA 4 </td><td> 676,756.152 1</td><td>923,558.019</td><td> MT </td><td>0.99995419</td><td> -0 ' 30 42.7"</td></tr><tr><td>SPC CA 4 </td><td>2,220,324.14 6</td><td>310,873.27 </td><td> sFT </td><td>0.99995419</td><td> -0 ' 30 42.7"</td></tr><tr><td>UTM 11 </td><td>4,090,167.964 </td><td>245,423.479</td><td> MT </td><td>1.00039848</td><td> -1 ' 43 04.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998795 x 1.00003274 = 1.00002069 <br> <b>SPC CA 4 </b> 0.99998795 x 0.99995419 = 0.99994214 <br> <b>UTM 11 </b> 0.99998795 x 1.00039848 = 1.00038643 <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> CANAL AZ MK </td><td>091° 18' 54.9"</td></tr><tr><td>SPC CA 4 </td><td> CANAL AZ MK </td><td>092° 13' 12.6"</td></tr><tr><td>UTM 11 </td><td> CANAL AZ MK </td><td>093° 25' 34.1"</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>DA7336</td><td>CANAL AZ MK </td><td> </td><td>091° 42' 29.9"</td></tr><tr><td>DA7337</td><td>CANAL RM 1 </td><td> 52.017 METERS</td><td>184° 42' </td></tr><tr><td>DA7338</td><td>CANAL RM 2 </td><td> 31.513 METERS</td><td>257° 33' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 36 55 23.49101(N) 119 51 28.70850(W) AD(1991.35) 1 <br> <b> NAD 83(1986)</b> 36 55 23.48885(N) 119 51 28.70352(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 55 23.67340(N) 119 51 25.16160(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKA4542390168(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><tr><td>1964 </td><td>SEE DESCRIPTION </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 PROPERTY OF THE BUREAU OF RECLAMATION AND ON THE EAST SIDE OF A CANAL. IT IS AT THE JUNCTION OF AVENUE 12 AND ROAD 38, ABOUT 2 MILES SOUTH AND 11 MILES EAST OF MADERA, 6 MILES NORTH AND 3-1/2 MILES WEST OF PINEDALE AND 3-1/2 MILES WEST OF STATE HIGHWAY 41. <p>TO REACH THE STATION FROM THE INTERSECTION OF HERNDON AVENUE AND STATE HIGHWAY 41 IN PINEDALE, GO NORTH ON HIGHWAY 41 FOR 5.9 MILES TO A CROSSROADS, TURN LEFT AND GO WEST ON AVENUE 12 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 0.5 MILE TO ROAD 38 ON THE LEFT AND THE STATION ON THE RIGHT. <p>THE STATION MARKS ARE STANDARD DISKS, STAMPED CANAL 1961. THE SURFACE DISK IS SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES. IT IS 82 FEET NORTH-NORTHWEST OF A POWER LINE POLE, 54 FEET NORTHEAST OF THE EAST END OF A GUARD RAIL, 23 FEET NORTH OF A FENCE CORNER, 61 FEET NORTH OF THE CENTER OF THE INTERSECTION OF ROAD 38 AND AVENUE 12 AND 18 FEET EAST OF THE EAST BANK OF THE CANAL. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANAL NO 1 1961, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES. IT IS 29 FEET EAST OF THE EAST BANK OF THE CANAL, 111 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION, 21 FEET WEST OF THE CENTER OF ROAD 38, 3 FEET NORTHEAST OF A GATE POST AND 2 FEET NORTH OF A POWER LINE POLE. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANAL NO 2 1961, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES. IT IS 29 FEET NORTH OF THE CENTER OF AVENUE 12, 28 FEET NORTHWEST OF THE WEST END OF A GUARD RAIL, 3 FEET WEST OF THE WEST BANK OF THE CANAL AND 1 FOOT EAST OF A METAL GATE POST. <p>THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CANAL 1961, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES. IT IS 44 FEET WEST OF A T-FENCE CORNER, 27 FEET SOUTH OF THE CENTER OF AVENUE 12, 2 FEET NORTH OF A FENCE, 1 FOOT WEST OF A POWER LINE POLE AND 1.7 FEET SOUTH OF A METAL, WITNESS SIGNPOST. <p>HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WTJ) STATION MARK AND R.M.S 1 AND 2 RECOVERED AS DESCRIBED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT RECOVERED. HR2866CASTLEhttp://www.geocaching.com/mark/details.asp?PID=HR2866CASTLEGeocacheGeocacheCASTLEUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CASTLE</h1> <b> PID </b> HR2866 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CASCADEL POINT (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 11 06.19460(N) 119 26 33.36472(W) ADJUSTED <br> <b> NAVD 88 </b> 1239.1 (meters) 4065. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 15.53 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.66 (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> 576,558.624 2</td><td>093,888.142</td><td> MT </td><td>0.99997764</td><td> +0 ' 38 50.5"</td></tr><tr><td>SPC CA 3 </td><td>1,891,592.75 6</td><td>869,698.01 </td><td> sFT </td><td>0.99997764</td><td> +0 ' 38 50.5"</td></tr><tr><td>UTM 11 </td><td>4,118,195.647 </td><td>283,176.906</td><td> MT </td><td>1.00017916</td><td> -1 ' 28 36.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99981009 x 0.99997764 = 0.99978773 <br> <b>UTM 11 </b> 0.99981009 x 1.00017916 = 0.99998922 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS5563</td><td>CASTLE RM 1 </td><td> 2.720 METERS</td><td>235° 41' </td></tr><tr><td>CS5564</td><td>CASTLE RM 2 </td><td> 2.720 METERS</td><td>321° 09' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 11 06.19488(N) 119 26 33.36434(W) AD(1984.00) 3 <br> NGVD 29 (03/15/91) 1238.1 (m) 4062. (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: 11SKB8317718196(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 80 = SET IN A BOULDER <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>1941 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1941 LOCATED ABOUT 5 MI FROM NORTH FORK SIERRA NATIONAL FOREST HEADQUARTERS. ON TOP OF TIMBERED RIDGE WITH USFS LOT ON BARE, GRASSY KNOLL. <p>TO REACH FROM SIERRA NATIONAL FOREST HEADQUARTERS AT NORTH FORK, GO 0.9 MI ON RD. TO SOUTH FORK MARKET. PASS OVER METAL BRIDGE ACROSS RIVER 0.8 MI. GO 0.5 MI TO RD. FORKS AND SIGN ITALIAN BAR 10 MI-NORTH FORK AIRPORT. TURN RIGHT 7 MI TO SIGN CASTLE PEAK LO. TURN LEFT UP HILL AND DRIVE 1.5 MI TO TOP AND STATION. <p>STATION MARK--STANDARD TABLET STAMPED---CASTLE PK 1941---, SET IN ROCK IN GROUND DIRECTLY UNDER USFS FIRE LOH ON METAL TOWER. <p>RM 1--CHISELED CROSS ON VERTICAL FACE OF CEMENT PIER. <p>RM 2--CHISELED CROSS ON VERTICAL FACE OF CONCRETE PIER. <p> <h2>STATION RECOVERY (1951) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 RECOVERED AS DESCRIBED BY USGS. ALL MARKS IN GOOD CONDITION. STATION MARK STAMPED---CASTLE 1941---INSTEAD OF CASTLE PK 1941. HR2740CATTLEhttp://www.geocaching.com/mark/details.asp?PID=HR2740CATTLEGeocacheGeocacheCATTLECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CATTLE</h1> <b> PID </b> HR2740 <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 31 06.40292(N) 119 13 56.34709(W) ADJUSTED <br> <b> NAVD 88 </b> 2422.0 (meters) 7946. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.91 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.51 (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 3 </td><td> 613,786.665 2</td><td>112,057.263</td><td> MT </td><td>0.99993738</td><td> +0 ' 46 34.0"</td></tr><tr><td>SPC CA 3 </td><td>2,013,731.75 6</td><td>929,307.87 </td><td> sFT </td><td>0.99993738</td><td> +0 ' 46 34.0"</td></tr><tr><td>SPC CA 4 </td><td> 742,501.758 1</td><td>979,460.921</td><td> MT </td><td>1.00006207</td><td> -0 ' 08 19.0"</td></tr><tr><td>SPC CA 4 </td><td>2,436,024.52 6</td><td>494,281.37 </td><td> sFT </td><td>1.00006207</td><td> -0 ' 08 19.0"</td></tr><tr><td>UTM 11 </td><td>4,154,728.915 </td><td>302,720.726</td><td> MT </td><td>1.00007941</td><td> -1 ' 21 35.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99962408 x 0.99993738 = 0.99956149 <br> <b>SPC CA 4 </b> 0.99962408 x 1.00006207 = 0.99968613 <br> <b>UTM 11 </b> 0.99962408 x 1.00007941 = 0.99970346 <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> SHUTEYE LOOKOUT HOUSE </td><td>222° 03' 30.8"</td></tr><tr><td>SPC CA 4 </td><td> SHUTEYE LOOKOUT HOUSE </td><td>222° 58' 23.8"</td></tr><tr><td>UTM 11 </td><td> SHUTEYE LOOKOUT HOUSE </td><td>224° 11' 40.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DA8887</td><td>CATTLE RM 1 </td><td> 4.654 METERS</td><td>101° 34' </td></tr><tr><td>HR2770</td><td>MT TOM LOOKOUT TOWER </td><td>APPROX.16.5 KM</td><td>163° 19' 40.3"</td></tr><tr><td>DA8888</td><td>CATTLE RM 2 </td><td> 6.387 METERS</td><td>204° 55' </td></tr><tr><td>HR2814</td><td>SHUTEYE LOOKOUT HOUSE </td><td>APPROX.25.5 KM</td><td>222° 50' 04.8"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 31 06.41059(N) 119 13 56.32795(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 31 06.61782(N) 119 13 52.88147(W) AD( ) 2 <br> NGVD 29 (07/19/86) 2420.6 (m) 7942. (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: 11SLB0272154729(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>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 NORTH-NORTHEAST OF NORTH FORK, 17 MILES NORTH-NORTHWEST OF THE HIGH SIERRA RANGER STATION, 17 MILES SOUTHWEST OF MAMMOTH LAKE, 2.5 MILES EAST-SOUTHEAST OF THE CLOVER RANGER STATION, ON A LOW ROCK COVERED RIDGE RUNNING SOUTHWEST-NORTHEAST THAT HAS A FEW SCATTERED TREES, WITH THE STATION ON THE HIGHEST POINT, NEAR THE SOUTHWEST END OF RIDGE. <p>TO REACH FROM THE SURFACED INTERSECTION, JUST SOUTH OF THE U.S. POST OFFICE IN THE VILLAGE OF NORTH FORK, GO EASTERLY ON SURFACED ROAD FOR 0.25 MILE TO A SURFACED CROSROAD, CONTINUE EASTERLY ON MAMMOTH ROAD FOR 0.95 MILE TO A FORK AND SIGN MAMMOTH POOL 43, KEEP THE RIGHT FORK FOLLOWING MAIN SURFACED ROAD SOUTHEASTERLY THEN NORTHERLY FOR 36.3 MILES TO A FORK AND SIGN MAMMOTH POOL, KEEP THE LEFT FORK AND CONTINUE ON THE MAIN SURFACED ROAD NORTHERLY FOR 8.0 MILES TO THE END OF SURFACED ROAD, CONTINUE AHEAD ON MAIN GRAVELED ROAD NORTHERLY FOR 1.9 MILES TO A SIDE ROAD LEFT, CONTINUE AHEAD, NORTHERLY, ON MAIN GRAVELED ROAD FOR 3.2 MILES TO A FORK AND SIGN CLOVER G.S. 2, KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON MAIN GRAVELED ROAD FOR 1.8 MILES TO A FORK JUST BEFORE REACHING THE CLOVER RANGER STATION ON THE LEFT, KEEP THE RIGHT FORK AND FOLLOW MAIN GRAVELED ROAD FOR 0.45 MILE TO A FORK AND SIGN GRANITE CREEK CAMPGROUND 1/2, KEEP THE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD FOR 1.2 MILES PASSING THROUGH CAMPGROUNDS TO A FORK JUST AFTER CROSSING A SMALL CREEK AND SIGN SADDLE AND PACK STOCK, KEEP THE RIGHT FORK AND FOLLOW MAIN TRACK ROAD EASTERLY CROSSING A CREEK FOR 1.0 MILE TO A FENCE AND SIGN BOUNDARY-WATER SHED PROTECTION AREA, CONTINUE EASTERLY ALONG THE SOUTH SIDE OF FENCE AND UP STEEP GRADE FOR 1.65 MILES TO A SIDE TRACK ROAD RIGHT AND A PAINTED TRIANGULAR BLAZE ON A 20-INCH TREE ON THE RIGHT, TURN RIGHT ON DIM TRACK ROAD AND GO SOUTHERLY THROUGH WOODED AREA FOR 0.75 MILE TO WHERE TRACK ROAD REACHED TOP OF A ROCK COVERED RIDGE AND A SHARP DROP OFF, CONTINUE SOUTHERLY FOR 1.3 MILES TO THE END OF TRUCK TRAVEL, FROM HERE PACK SOUTH-SOUTHWEST CROSSING SADDLE AND UP RIDGE TO THE HIGHEST POINT AND THE STATION, PACKING TIME IS ABOUT 30 MINUTES, A 4-WHEEL DRIVE TRUCK IS NEEDED FOR ABOUT THE LAST 2 MILES. <p>STATION MARK, A STANDARD DISK STAMPED CATTLE 1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 3 INCHES AND THE MARK IS COUNTERSUNK ABOUT 2 INCHES BELOW THE SURFACE OF THE OUTCROP. IT IS 54.2 FEET NORTH OF A 15 INCH PINE TREE AND ON THE HIGHEST PART OF THE RIDGE. <p>REFERENCE MARK 1, A STANDARD DISK STAMPED CATTLE NO 1 1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS ABOUT 1 FOOT LOWER THAN THE STATION, MARK IS COUNTERSUNK ABOUT 2 INCHES BELOW THE SURFACE OF THE OUTCROP. IT IS 54.0 FEET NORTH OF A 15 INCH PINE TREE AND ON THE TOP OF RIDGE. <p>REFERENCE MARK 2, A STANDARD DISK STAMPED CATTLE NO 2 1968, CEMENTED IN A DRILL HOLE IN AN OUTCROP AND IS COUNTERSUNK ABOUT 2 INCHES BELOW THE SURFACE OF THE OUTCROP. IT IS 25.7 FEET NORTH OF A 15 INCH PINE TREE AND ON THE TOP OF RIDGE. <p>U.S. BUREAU OF RECLAMATION BENCH MARK, STAMPED DATUM 706 207 8, CEMENTED IN A DRILL HOLE IN AN OUTCROP AND PROJECTS 4 INCHES. IT IS 55.8 FEET NORTH OF A 15 INCH PINE TREE. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS. HR2867CATTLE MTNhttp://www.geocaching.com/mark/details.asp?PID=HR2867CATTLE MTNGeocacheGeocacheCATTLE MTNUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CATTLE MTN</h1> <b> PID </b> HR2867 <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 31 06.44575(N) 119 13 56.31247(W) ADJUSTED <br> <b> NAVD 88 </b> 2423.3 (meters) 7950. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.91 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.51 (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> 613,787.996 2</td><td>112,058.096</td><td> MT </td><td>0.99993738</td><td> +0 ' 46 34.0"</td></tr><tr><td>SPC CA 3 </td><td>2,013,736.12 6</td><td>929,310.60 </td><td> sFT </td><td>0.99993738</td><td> +0 ' 46 34.0"</td></tr><tr><td>UTM 11 </td><td>4,154,730.215 </td><td>302,721.607</td><td> MT </td><td>1.00007941</td><td> -1 ' 21 35.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99962387 x 0.99993738 = 0.99956128 <br> <b>UTM 11 </b> 0.99962387 x 1.00007941 = 0.99970325 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS5565</td><td>CATTLE MTN RM PIPE </td><td> 89.440 METERS</td><td>088° 58' </td></tr><tr><td>CS5566</td><td>CATTLE MTN RM CROSS </td><td> 13.400 METERS</td><td>192° 23' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 31 06.45755(N) 119 13 56.28956(W) AD(1984.00) 3 <br> NGVD 29 (03/15/91) 2421.9 (m) 7946. (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: 11SLB0272254730(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>1952 </td><td>MONUMENTED </td><td>USGS</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 USBR. <p>LOCATED ABOUT 10.5 MI SW. OF REDS MEADOW, 2.7 MI E. OF CLOVER MEADOW RANGER STATION, 2 MI S. OF MAMMOTH TRAIL. ON HIGHEST POINT OF CATTLE 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 ON MAMMOTH TRAIL 2 HOURS TO CATTLE MTN. SADDLE, TURN RIGHT ON NORTH FORK TRAIL 15 MINUTES S. TO WHERE TRAIL TURNS SE. DOWN MOUNTAIN, CONTINUE ON RIDGE LINE 35 MINUTES TO HIGHEST POINT AND STATION. <p>STATION MARK--STANDARD USBR DISK STAMPED---706-207-8---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP. <p>RM 1--EDISON COMPANY IRON PIPE CEMENTED IN LARGE BOULDER. <p>RM 2--CHISELED CROSS. GU3433CHOWhttp://www.geocaching.com/mark/details.asp?PID=GU3433CHOWGeocacheGeocacheCHOWCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOW</h1> <b> PID </b> GU3433 <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(1992)</b> 36 56 45.89312(N) 120 21 16.77243(W) ADJUSTED <br> <b> NAVD 88 </b> 49. (meters) 161. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.23 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.91 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The 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> 549,517.322 2</td><td>012,946.519</td><td> MT </td><td>1.00002710</td><td> +0 ' 05 20.3"</td></tr><tr><td>SPC CA 3 </td><td>1,802,874.75 6</td><td>604,142.04 </td><td> sFT </td><td>1.00002710</td><td> +0 ' 05 20.3"</td></tr><tr><td>SPC CA 4 </td><td> 679,805.736 1</td><td>879,343.719</td><td> MT </td><td>0.99995633</td><td> -0 ' 48 29.4"</td></tr><tr><td>SPC CA 4 </td><td>2,230,329.32 6</td><td>165,813.52 </td><td> sFT </td><td>0.99995633</td><td> -0 ' 48 29.4"</td></tr><tr><td>UTM 10 </td><td>4,092,160.907 </td><td>735,561.559</td><td> MT </td><td>1.00028364</td><td> +1 ' 35 26.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999752 x 1.00002710 = 1.00002462 <br> <b>SPC CA 4 </b> 0.99999752 x 0.99995633 = 0.99995385 <br> <b>UTM 10 </b> 0.99999752 x 1.00028364 = 1.00028116 <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> CHOW AZ MK </td><td>336° 13' 56.3"</td></tr><tr><td>SPC CA 4 </td><td> CHOW AZ MK </td><td>337° 07' 46.0"</td></tr><tr><td>UTM 10 </td><td> CHOW AZ MK </td><td>334° 43' 49.9"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>GU0739</td><td>S 549 </td><td> </td><td>160° 51' 06.2"</td></tr><tr><td>DA7380</td><td>CHOW RM 1 </td><td> 28.635 METERS</td><td>219° 45' </td></tr><tr><td>DA7379</td><td>CHOW AZ MK </td><td> </td><td>336° 19' 16.6"</td></tr><tr><td>DA7381</td><td>CHOW RM 2 </td><td> 33.430 METERS</td><td>343° 29' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 56 45.89116(N) 120 21 16.77233(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 36 56 46.08340(N) 120 21 13.14830(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF3556292161(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION IS LOCATED IN MADERA COUNTY, ABOUT 16-1/2 MILES W OF MADERA, 8-1/2 MILES W OF BONITA COTTON GIN, 8 MILES NE OF FIREBAUGH AND ABOUT 1/2 MILE W OF CHOWCHILLA CANAL. IT IS ABOUT 10 YARDS NNE OF THE NE CORNER OF A RANCH HOUSE, IN THE SE CORNER OF A FENCED PASTURE. THE MARK PROJECTS 6 INCHES AND IS STAMPED CHOW 1943. <p>SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A. <p>NO WITNESS MARKS WERE ESTABLISHED. <p>REFERENCE MARK NO. 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION, 22 FEET W OF THE W END OF THE RANCH HOUSE. THE MARK PROJECTS 6 INCHES AND IS STAMPED CHOW NO. 1, 1943. <p>REFERENCE MARK NO. 2 IS AT ABOUT THE SAME ELEVATION AS THE STATION, 1 FOOT W OF A N-S FENCE LINE. IT PROJECTS 6 INCHES AND IS STAMPED CHOW NO. 2, 1943. <p>THE AZIMUTH MARK IS 0.5 MILE N OF THE STATION, 57 FEET W OF A FENCE CORNER. 1 FOOT S OF AN E-W FENCE LINE. THE MARK PROJECTS 3 INCHES AND IS STAMPED CHOW 1943. <p>TO REACH THE STATION FROM FIREBAUGH, GO E ON THE OILED ROAD TOWARD MADERA FOR 8.0 MILES TO THE BRIDGE OVER CHOWCHILLA CANAL AND A GATE ON THE W SIDE OF THE CANAL AND THE N SIDE OF THE ROAD. PASS THROUGH GATE AND FOLLOW ROAD ALONG THE TOP OF THE LEVEE FOR 4.0 MILES TO WHERE IT LEAVES THE LEVEE. PASS THROUGH GATE AND FOLLOW ROAD N AND W FOR 2.0 MILES TO THE RANCH HOUSE AND THE STATION. <p>TO REACH THE AZIMUTH MARK FROM THE STATION, GO N FOR 0.5 MILE TO THE MARK NEAR THE FENCE CORNER. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC) STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK RECOVERED AS DESCRIBED. REFERENCE MARK 2 HAS BEEN DESTROYED BY FARM MACHINERY. <p>MR. RAYMOND N. COSTALES, PO BOX 258, PHONE 698-8483, TRANQUILLITY, CALIFORNIA, REQUESTED THE AZIMUTH MARK BE MOVED, AS HE IS GRADING THE LAND. BENCH MARK S 549 WAS ESTABLISHED FOR AN AZIMUTH MARK AND THE OLD MARK REMOVED. IN THE NEAR FUTURE HE WILL GRADE THE LAND AT THE STATION. HE SAID HE WOULD GRADE AROUND THE STATION AND REFERENCE MARK TO THE GRADE LEVEL HE WANTS AND THEN ADVISE THE OFFICE TO LOWER THE MARKS BELOW PLOW DEPTH. THE ROUTE TO THE STATION HAS CHANGED DUE TO GRADING. <p>TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 33 AND THE HIGHWAY TO MADERA, IN FIREBAUGH, GO EAST ON THE HIGHWAY TOWARDS MADERA FOR 7.9 MILES TO A SIDE ROAD LEFT ON THE WEST SIDE OF THE CHOWCHILLA CANAL. TURN LEFT, NORTHERLY, AND FOLLOW THE CANAL ROAD FOR 1.8 MILES TO A GATE. PASS THROUGH AND CONTINUE FOR 1.3 MILES TO A GATE. PASS THROUGH AND CONTINUE FOR 0.3 MILE TO A GATE. PASS THROUGH AND CONTINUE FOR 0.5 MILE TO A GATE. PASS THROUGH AND CONTINUE ON THE CANAL ROAD FOR 1.6 MILES TO BENCH MARK S 549 ON THE LEFT. CONTINUE FOR 0.6 MILE TO A SIDE ROAD LEFT. TURN LEFT, WEST, AND GO 0.1 MILE TO A FORK. TAKE THE LEFT FORK AND GO 0.45 MILE TO AN OLD BUILDING AND THE STATION. <p>BENCH MARK S 549 IS A STANDARD USC AND GS DISK, STAMPED S 549 1957, SET IN TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES. IT IS 3.0 FEET EAST OF A FENCE LINE, 1.5 FEET WEST OF POWER LINE POLE 404, 71.5 FEET WEST OF THE CENTERLINE OF THE CANAL ROAD AND 2.0 FEET SOUTH OF A WITNESS POST. HS4568CHOWCHILLAhttp://www.geocaching.com/mark/details.asp?PID=HS4568CHOWCHILLAGeocacheGeocacheCHOWCHILLACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOWCHILLA</h1> <b> PID </b> HS4568 <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(1994)</b> 37 07 37.17413(N) 120 15 25.87120(W) ADJUSTED <br> <b> NAVD 88 </b> 68. (meters) 223. (feet) SCALED <br> <hr> <b> LAPLACE CORR</b> 0.54 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.40 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1998. <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> 569,612.640 2</td><td>021,576.962</td><td> MT </td><td>0.99998808</td><td> +0 ' 08 55.2"</td></tr><tr><td>SPC CA 3 </td><td>1,868,804.14 6</td><td>632,457.08 </td><td> sFT </td><td>0.99998808</td><td> +0 ' 08 55.2"</td></tr><tr><td>UTM 10 </td><td>4,112,482.027 </td><td>743,663.785</td><td> MT </td><td>1.00033145</td><td> +1 ' 39 22.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999447 x 0.99998808 = 0.99998255 <br> <b>UTM 10 </b> 0.99999447 x 1.00033145 = 1.00032591 <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> CHOWCHILLA RM 2 AZIMUTH </td><td>298° 49' 44.4"</td></tr><tr><td>UTM 10 </td><td> CHOWCHILLA RM 2 AZIMUTH </td><td>297° 19' 16.8"</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>HS1181</td><td>CHOWCHILLA RM 3 </td><td> 38.088 METERS</td><td>102° 09' </td></tr><tr><td>GU3363</td><td>MADERA MUNICIPAL TANK </td><td>APPROX.25.7 KM</td><td>135° 59' 18.3"</td></tr><tr><td>HS4256</td><td>CHOWCHILLA RM 1 </td><td> 34.576 METERS</td><td>208° 28' </td></tr><tr><td>HS1180</td><td>CHOWCHILLA RM 2 AZIMUTH </td><td>433.300 METERS</td><td>298° 58' 39.6"</td></tr><tr><td>DA8900</td><td>CHOWCHILLA RM 2 AZIMUTH </td><td> </td><td>298° 58' 35.5"</td></tr><tr><td>HS4582</td><td>YOSEMITE CEMENT CO NORTH STACK </td><td>APPROX.31.4 KM</td><td>316° 38' 50.1"</td></tr><tr><td>HS4583</td><td>YOSEMITE CEMENT CO SOUTH STACK </td><td>APPROX.31.4 KM</td><td>316° 38' 27.0"</td></tr><tr><td>HS4576</td><td>MERCED MUNICIPAL TANK </td><td>APPROX.28.4 KM</td><td>316° 55' 17.9"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 37 07 37.17413(N) 120 15 25.87120(W) AD(1991.35) 1 <br> <b> NAD 83(1986)</b> 37 07 37.17192(N) 120 15 25.87015(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 37 07 37.37400(N) 120 15 22.23700(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG4366412482(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>1931 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1942 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1943 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1965 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>BOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JB) ON SE BANK OF DRY STREAM IN CHOWCHILLA, JUST NE OF SAN JOSQUIN CEMENT PIPE CO. BUILDINGS, NEAR POWER LINE WHICH EXTENDS NE FROM ROUTE 99, AND ON LAND BELONGING TO MRS. NETTIE H. MAYES. SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE, NOTES 1A AND 7A. REFERENCE MARKS ARE BRONZE REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS BESIDE SECOND POWER-LINE POLE NE OF ROUTE 99 AND 34.39 METERS (112.8 FEET) FROM STATION IN AZIMUTH 28 DEG 28 MIN. NO. 2 IS BESIDE THIRD TELEPHONE POLE NW OF NW END OF HIGHWAY BRIDGE, ON SE SIDE OF ROUTE 99, AND 433.30 METERS (1421.6 FEET) FROM STATION IN AZIMUTH 118 DEG 58 MIN 43 SEC. <p> <h2>STATION RECOVERY (1942) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (EBP) STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DUE TO RECENT CONSTRUCTION IN THE VICINITY, THE STATION MARK WAS FOUND PROJECTING ABOUT 3 FEET, NOW ON THE PROPERTY OF THE SAN JOAQUIN VALLEY PIPE AND CONST. COMPANY. THE STATION WAS RE-MARKED BY REMOVING THE ORIGINAL SURFACE MARK, LOWERING THE ORIGINAL SUBSURFACE MARK, A BRONZE DISK IN A ROUGH MASS OF CONCRETE, 3 FEET TO THE IDENTICAL HORIZONTAL POSITION AND SETTING A NEW SURFACE MARK, THE ORIGINAL DISK SET IN THE TOP OF A CONCRETE-FILLED, 10-INCH TILE, 30 INCHES LONG AND SET WITH THE TOP 1 FOOT BELOW THE SURFACE. <p> <h2>STATION RECOVERY (1943) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION RECOVERED, STATION MARK FOUND TO BE IN GOOD CONDITION. DESCRIPTION IS AS FOLLOWS-- <p>LOCATED IN THE NW PART OF THE TOWN OF CHOWCHILLA, ABOUT 200 METERS NE OF U.S. HIGHWAY 99, ABOUT 30 METERS S OF ASH SLOUGH, IN THE REAR OF A CONCRETE PIPE MANUFACTURING PLANT. THE MARK IS 18 INCHES UNDERGROUND, NOTE 7A, AND IS STAMPED CHOWCHILLA 1931. <p>REFERENCE MARK NO. 2 (USED AS AN AZIMUTH MARK) IS ABOUT 0.25 MILE NW OF THE STATION, 19 METERS SE OF THE CENTER LINE OF U.S. HIGHWAY 99, ABOUT 150 METERS NW OF THE HIGHWAY BRIDGE OVER ASH SLOUGH, AT THE SW SIDE OF A GRAIN FIELD. NOTE 11A. PROJECTS 6 INCHES AND IS STAMPED CHOWCHILLA NO. 2, 1931. THERE IS A WHITE REFERENCE POST 2 FEET SW OF THE MARK. MARK IS IN GOOD CONDITION. <p>REFERENCE MARK NO. 1 IS AT ABOUT THE SAME ELEVATION AS THE STATION, 2 FEET E OF A TELEPHONE POLE, 31 FEET NW OF A RED HOUSE. NOTE 11A, SET FLUSH WITH THE GROUND AND STAMPED CHOWCHILLA NO. 1, 1931. MARK IS IN GOOD CONDITION. <p>REFERENCE MARK NO. 3 IS AT ABOUT THE SAME ELEVATION AS THE STATION, 1-1/2 FEET NW OF A FENCE LINE. NOTE 11A. PROJECTS 4 INCHES AND IS STAMPED CHOWCHILLA NO. 3, 1943. THIS MARK WAS SET IN 1943. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CS) THE STATION AND R.M. 3 WAS SEARCHED FOR BUT NOT RECOVERED. R.M. 2 WAS RECOVERED IN GOOD CONDITION. <p>R.M. 3 IS LOCATED AT CHOWCHILLA, TO REACH FROM THE SOUTHERN PACIFIC RAIL ROAD STATION GO 0.3 MILE NORTH ALONG THE TRACK TO THE EAST SIDE OF THE PROPERTY OF THE SAN JOAQUIN VALLEY PIPE AND CONSTRUCTION COMPANY. 84 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING, 75 FEET SOUTH OF A POWER POLE AT A RIGHT ANGLE TURN IN POWER LINE, 27 FEET NORTH OF A POINT IN LINE WITH THE NORTH WALL OF A LARGE BRICK BUILDING OWNED BY THE CHOWCHILLA WATER DISTRICT. 2-1/2 FEET WEST OF A FENCE, 1 FOOT WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY US BUREAU OF RECLAMATION 1967 (RM) CHOWCHILLA 1931-GOOD (UNDER CONCRETE PAD) <p>92 FEET ENE OF THE NORTHEAST CORNER OF HEADWALL OF EQUIPMENT LOADING RAMP, 43.45 FEET EAST OF SE CORNER OF BRICK GARAGE, 39.88 FEET EAST OF A POWER POLE, 8.63 FEET SW OF NW CORNER OF A RAILROAD BOXCAR (SITTING ON VERTICAL PIPES). 1 FOOT FROM SW COR. <p>MARK RECOVERED IN GOOD CONDITION UNDER CONCRETE PAD BUT CAN BE USED. REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION. ALL OTHER REFERENCE MARKS DESTROYED. HS4570CHOWCHILLA EAST ELEVATED TANKhttp://www.geocaching.com/mark/details.asp?PID=HS4570CHOWCHILLA EAST ELEVATED TANKGeocacheGeocacheCHOWCHILLA EAST ELEVATED TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOWCHILLA EAST ELEVATED TANK</h1> <b> PID </b> HS4570 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 06 52.63471(N) 120 15 28.59114(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.60 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.43 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 3 </td><td> 568,239.435 2</td><td>021,513.374</td><td> MT </td><td>0.99999044</td><td> +0 ' 08 53.5"</td></tr><tr><td>SPC CA 3 </td><td>1,864,298.88 6</td><td>632,248.46 </td><td> sFT </td><td>0.99999044</td><td> +0 ' 08 53.5"</td></tr><tr><td>UTM 10 </td><td>4,111,107.154 </td><td>743,636.335</td><td> MT </td><td>1.00033129</td><td> +1 ' 39 19.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 06 52.63241(N) 120 15 28.59013(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 37 06 52.83400(N) 120 15 24.95700(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: 10SGG4363611107(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) THIS INTERSECTION STATION IS THE APEX OF THE EASTERLY OF TWO SIMILAR, ELEVATED, SILVER TANKS ON THE S EDGE OF CHOWCHILLA AND AT THE CHOWCHILLA GIN. THE TANKS ARE APPROXIMATELY 110 FEET IN HEIGHT AND ARE ADJACENT AT THEIR BASES. <p>TO REACH FROM ROBERTSON BOULEVARD IN CHOWCHILLA GO SE ON FOURTH STREET, 0.6 MILE TO COTTON GIN AND TANKS. <p>INTERSECTED FROM ASH, CHOWCHILLA, BERENDA. HS1180CHOWCHILLA RM 2 AZIMUTHhttp://www.geocaching.com/mark/details.asp?PID=HS1180CHOWCHILLA RM 2 AZIMUTHGeocacheGeocacheCHOWCHILLA RM 2 AZIMUTHCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOWCHILLA RM 2 AZIMUTH</h1> <b> PID </b> HS1180 <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 07 43. (N) 120 15 42. (W) SCALED <br> <b> NAVD 88 </b> 73.58 (+/-2cm) 241.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.40 (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> 569,790. </td><td> 2,021,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 72.919 (m) 239.24 (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: 10SGG432126(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: CHOWCHILLA NO 2 1931 <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>1931 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</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 1958 0.4 MI NW FROM CHOWCHILLA. ABOUT 0.4 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CHOWCHILLA, 0.1 MILE NORTH OF THE NORTH END OF HIGHWAY BRIDGE OVER ASH SLOUGH, IN R 16 E, T 9 S, S 19, 147 FEET NORTHEAST AND ACROSS THE FORMER ROUTE OF U.S. HIGHWAY 99 FROM THE NORTHEAST RAIL, 185 FEET EAST AND ACROSS THE HIGHWAY FROM SIGNAL 1677, 67 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS1181CHOWCHILLA RM 3http://www.geocaching.com/mark/details.asp?PID=HS1181CHOWCHILLA RM 3GeocacheGeocacheCHOWCHILLA RM 3CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOWCHILLA RM 3</h1> <b> PID </b> HS1181 <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 07 35. (N) 120 15 24. (W) SCALED <br> <b> NAVD 88 </b> 75.26 (+/-2cm) 246.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.40 (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> 569,550. </td><td> 2,021,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 74.599 (m) 244.75 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG437124(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: CHOWCHILLA NO 3 1943 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT CHOWCHILLA. AT CHOWCHILLA, ABOUT 0.3 MILE NORTH OF THE SOUTHERN PACIFIC RAILROAD STATION, IN R 16 E, T 9 S, S 30, ABOUT 350 FEET NORTHEAST OF THE CENTER LINE OF THE FORMER ROUTE OF U.S. HIGHWAY 99, AT THE EAST SIDE OF THE PROPERTY OF THE SAN JOAQUIN VALLEY PIPE AND CONSTRUCTION PROPERTY, 84 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL BRICK BUILDING, 75 FEET SOUTH OF A POWER POLE AT RIGHT ANGLE TURN IN POWER LINE, 27 FEET NORTH OF A POINT IN LINE WITH THE NORTH WALL OF A LARGE BRICK BUILDING OWNED BY THE CHOWCHILLA WATER DISTRICT, 2 1/2 FEET WEST OF A FENCE, 1 FOOT WEST OF A WITNESS POST AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 MARK NOT FOUND. HS4571CHOWCHILLA WEST ELEVATED TANKhttp://www.geocaching.com/mark/details.asp?PID=HS4571CHOWCHILLA WEST ELEVATED TANKGeocacheGeocacheCHOWCHILLA WEST ELEVATED TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHOWCHILLA WEST ELEVATED TANK</h1> <b> PID </b> HS4571 <br> <b> STATE/COUNTY</b> CA/MADERA <br> <b> USGS QUAD </b> CHOWCHILLA (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 06 52.63977(N) 120 15 29.15227(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.60 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.43 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 3 </td><td> 568,239.555 2</td><td>021,499.521</td><td> MT </td><td>0.99999044</td><td> +0 ' 08 53.2"</td></tr><tr><td>SPC CA 3 </td><td>1,864,299.27 6</td><td>632,203.01 </td><td> sFT </td><td>0.99999044</td><td> +0 ' 08 53.2"</td></tr><tr><td>UTM 10 </td><td>4,111,106.910 </td><td>743,622.478</td><td> MT </td><td>1.00033120</td><td> +1 ' 39 19.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 06 52.63737(N) 120 15 29.15127(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 37 06 52.84100(N) 120 15 25.51800(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: 10SGG4362211107(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION IS THE APEX OF THE NORTHERLY AND WESTERLY OF TWO SIMILAR, ELEVATED, SILVER TANKS ON THE SOUTH EDGE OF CHOWCHILLA AND AT THE CHOWCHILLA GIN. THE TANKS ARE APPROXIMATELY 110 FEET IN HEIGHT AND ARE ADJACENT AT THIER BASES. <p>TO REACH FROM ROBERTSON BOULEVARD IN CHOWCHILLA GO SOUTHEAST ON 4TH STREET 0.6 MILE TO COTTON GIN AND TANKS. GU3360COTTONWOODhttp://www.geocaching.com/mark/details.asp?PID=GU3360COTTONWOODGeocacheGeocacheCOTTONWOODCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COTTONWOOD</h1> <b> PID </b> GU3360 <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(1992)</b> 36 55 24.80169(N) 120 01 14.31292(W) ADJUSTED <br> <b> NAVD 88 </b> 93.1 (meters) 305. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.25 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.46 (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 3 </td><td> 547,116.796 2</td><td>042,712.299</td><td> MT </td><td>1.00003265</td><td> +0 ' 17 36.5"</td></tr><tr><td>SPC CA 3 </td><td>1,794,999.02 6</td><td>701,798.60 </td><td> sFT </td><td>1.00003265</td><td> +0 ' 17 36.5"</td></tr><tr><td>UTM 10 </td><td>4,090,539.617 </td><td>765,390.223</td><td> MT </td><td>1.00046777</td><td> +1 ' 47 27.2"</td></tr><tr><td>UTM 11 </td><td>4,090,655.430 </td><td>230,931.316</td><td> MT </td><td>1.00049199</td><td> -1 ' 48 56.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b